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Home My Public Portal AboutORD13682 BILL_ NO. 2003-165 SPONSORED BY COUNCILMAN Groner ORDINANCE NO.AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING THE MAYOR AND CITY CLERKTO EXECUTE AN AGREEMENT WITH VISU-SEWER CLEAN AND SEAL, INC. FOR BASIN 3 SANITARY SEWER REHABILITATION. WHEREAS, Visu-Sewer Clean and Seal, Inc. has become the apparent lowest and best bidder on the Basin 3 Sanitary Sewer Rehabilitation project; NOW, THEREFORE, BE IT ENACTED BY THE COUNCIL OF THE CITY OF JEFFERSON, MISSOURI, AS FOLLOWS: Section 1. The bid of Visu-Sewer Clean and Seal, 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 Visu-Sewer Clean and Seal, Inc. for Basin 3 Sanitary Sewer Rehabilitation. Section 3. The agreement shall be substantially the same in form and content as 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. Passed: �` ..-L. �� — Apprgyed: Presiding Officer Mayor `ATTEST: APPROVED AS TO FORM: Oif�y Clefk G G City Counselor ,I 3 BIDDING AND CONTRACT DOCUMENTS ® BASIN 3 SANITARY SEWER SYSTEM �I REHABILITATION PROJECT for CITY OF .JEFF ERSON, MISSOLJRI December 2003 Jacobs civil Inc. /o66c,?U 17(� .r �(►1•'Lt04 16:03 FAX 31139551d1 f.1002i020 A.DDENDUAI NO. I January 14, 2001 Basin 3 Sanitary Sewer System Rehabilitation Bid Closing Date: 11:00 A.M., local time:, Tuesday, January 20, 2004 Bidders shall note these changes to the above Project and incorporate these changes in their Bid. Bidders shall acknowledge receipt of this addendum by noting as required in Section 3.01 of the Bid Form. This addendum consists of 1 page and 3 attachments. 1. The minutes and list of attendees at the Pre-Bid Conference held on January 13, 2004 is contained in Attachment 1. 2. Section 00300, Bid Form, is contained in attachment 2. No revisions to Bid Fomi have been made. 3. Section 00411, Bid Forms, is contained in Attachment 3. No revisions to ]aid Forms have been made. 4. In the Contract Documents: a. Section 02771, Cemeutitious Repair of Manholes, fart, 3.5 Testing and Inspection. The following paragraph shall be added: C. Final visual inspection of manhole repairs shall be made by the Engineer on a weekly basis, wit.h the date to be as determined by the Contractor and Engineer. Contractor shall power wash completed tnanlioles prior to inspection by Engineer. Contractor shall provide safety equipment and personnel according to the requirements of Section 00800, SC-13.02 of the Supplementary Conditions. b. Section 02772, Chemical Sealing of Manholes, Part 3.3 Testing. The following paragraph shall be added: "C. Final visual inspection of manhole repairs shall be made by the Engineer on a weekly basis, with the date to be as determined by the Contractor and Engineer. Contractor shall power wash completed manholes ' prior to inspection by Engineer. Contractor shall provide safety equipment and personnel according to the requirements of Section 00800, SC-13.02 of the Supplementary Conditions. " u1-14-04 16:04 FAX 31,133551,11 JACOBS CIVIL___ f o0 3 '020 1 r ATTACYW NT :l Vi ecting Minutes Basin 3 Sanitary Sewer System Rehabilitation City of Jefferson, Missouri January 13, 2004 1. Opening Remarks a. httroductio.ns b. Pre-bid meetinU for the Basin 3 Sanitary Sewer System Rehabilitation c. Sealed bids will be received • At Office of the Purchasing Agent, 320 East McCarty Strert, Jefferson City, MO Until 11:00 am, local time • On January 20, 2004 r At which time the bids will be publicly opened and read id. Tlme project is to be financed through the Missouri State Revolving Loan Fund. The contractor shall rneet all State and Federal requirements as stated in the bidding documents. e. Complete all information requested on the Did Fornm, including, but not limited to: • Ac} mowledgement of receipt ofaddenda • Name and address of surety that will execute the performance and payment bonds • Statement of bidder's qualifications • EPA Region VII Minority and Women's Business Enterprise Utilization Worksheet • Certification regarding debarment, suspension and other responsibility matter's • Executed bidder's bond, or a certified or cashier's check fom 5% of the bid price • Failure to provide all the information requested may be considered as a non-responsive bid. 2. General Topics a. The minutes of this pre-bid mectinl; and any further clarifications or any changes to the bidding documents will be faxed to the attendees and document holders, b. Section 02771, Paragraph 3.5. T'he following shall be ridded to the project specifications by addendum: "C. Fbmal visual inspection of manhole repairs shall be made by time 'Engineer on a weekly basis, with the date to be as detennined. by the Contractor and Engineer. Contractor shall power wash completed manholes prior to inspection by Engineer. Contractor shall provide safety equipment ^U1;14. 04_ 10: 04 FAX 1143355111 , _ jgnBS CIVIL 16004.-020 1 y and personncl according to the requirements of Section 00800, St.=-1:x.0'2 of the Supplementary Conditions. " c. Section 02772, Paragraph 3.3. The following shall be added to the project specifications by addendum: "C. final visual inspection of manhole repairs shall be made by the Engineer on a weekly basis, with the dente to be as determined by the Contractor and Engineer. Contractor shall power wash completed manholes prior to inspection by Engineer. Contractor shall provide safety equipment ' and personnel according to the requi.rurnents of Section 00800, SC-13.02 of the Supplornentary Conditions. " d. Four areas within existing easements rCLluu-uig puixit zepairs will need to be open cut. The City will notify the property owners. The City has a book showing the plan and profile of these sew•crs and results of field investigation. TV videotapes of any of the sewer lengths includ(A in the rehabilitation project can be viewed in the City office. e. A list of pre-bid attendees is attached to these minutes. 3. Questions and Answers Q. Are the City offices open on January 19, 2004 (:Martin Luther King Day)? A. If arrangements are made prior to Jwivary 15, 2004 (4:00 13.M. local time) with Eric Seaman at (573)-634-6531, then the City offices can be opened. Q. Do you want bound or unbound bid tabs to be submitted? A. Submit an unbound copy of the bid tab. Ni unbomid copy will be attached to Addendum 1. Q. is an Engineer's estimate available? A. 5800,000 Q. How will warranty joint testiri(; be paid for in the Contract? (Is it incidental to the bid?) A. Warranty joint testing(addressed in Section 02752, 3.8.13) shall be included in the unit bid price amount under bid iturn 3F oil thu bid tab in Suction 00300. Q. There is no joint testing of truss pipe? A. Correct. A11 truss pipe joints shall be gTouted without teSting because the space within the truss pipe wall will most likely cause the pipe to fail the joint pre-test. Q. Are point repairs listed relative to the CIPP work? A. Yes, Section 02754, 3.LA-6 requires the Contractor to make a point repair excavation to repair pipe that has an obstruction that impedccs lining work. 01.1-1-01 16:0.1 FAX 31,133551,11 _ .,—JACO��-CiLL11. 00 05.,028 The price of such, point repairs shall be accounted for in the unit price line 10 item 5A on the bid tab in Section 00300. Q. Is the pipe thick»ess for C111P pipe shown in the specifications? A. Pipe liner thickness shall be based on fully deteriorated pipe per Section 02754, 2.1.C. Q. Is air inversion of CIPP with steam heat acceptable? A. Installation of CLPP liners by inversion usin., air pressure and curing; using steam are acceptable in accordance with ASTNI 171216. Q. How should questions be directed? A. Questions should be directed to Snc F'ahnestock of Jacobs. Slic can be reached by phone at (313)-_135-1021 or by a-mail at Sue.F,,ihncstock@ a] cotis.coni. Questions will only be accepted until 1:00 P.M., local tin'►c, on January 15, 2004. Answers will be pro�-ided in the form of addenda and will bo f;ixod to all plan holders. Q. I-I.ow do we find out who the ge eral contractors will he? A. Thus information can be obtained from tl1C p1a71 hOldcTS list Which the City maintains. A copy of tale plan holders list as of Joiivary 11, 2004 is attached. Q. Are manholes 296, 297. and 298 an I'la.n Sheet (-' ,I buried under fill? A. 'Fhe manholes were inspected last year. `l'hv City is not aware of any recent prading activities. Q. The specifications state that prc-construction TV tapes should b:! submitted within 14 days of the pre-coustruction inspuctiun work. W1111 the Lingiricer really want this? A. Yes, the Engineer will xvai►t the tapes as documentation of the existing;pipe conditions, lateral connections, etc. and to sce that the pic-construction inspections arc occurnrlL;. %Furl- can p rocced on the inspected Sel;rtlents without the F?nl;i rice r ha%,Lng reviewed the prc-constnictiun report or tapes. The 14-day limit is intended to set a deadlirie fur the Contractor to return tapes to the Engineer so the Erimricer does not rccrivc all of the informaiicin at the end of the project. Q: Is the quantity 913 If correct for Itcn1 30: 12-inch pipe: -joint testing (in the bid tab in Section 00300)? A: Yes. The estimate is basal on Linc Rein 4 (367 If), I_irlu ltein 27 (266 10 and Line Item 58 (280 If). Q: Specifications indicate that the City will furnish a roster of bona fide Mialolity Interprisc firms? u1.41,1.'ud 10.04 FAX 51-193551.11 JACOBS CIVIL Z(10O/02O y A: The City recommends that the contractors refer to the MODOT.2003 DBE Directory as found at www.modot.state.mo.us/bitsiriess/doco.mciits/Novl20O3.pdf 1 [)1•,14,'04 18:05 FAX 31,13355141 JACODI CIVIL V1,(1t►7it128 r � 3 Retiabi Jefferson City BASIN 3 REHABILITATION SRF Pro'ect # C295401-02 __ _ Plan Holder Address _Contact Info. Date De osit Como. tnY: Enginw•,lacobs Civil, Inc, -�- - _ - 501 N. Oroadvray�-� Phone No 314-335-A021 N/C C•nt3rt Susan F,rhnustock, PE -� ,t Louis MO 63102 Y� Fay Nn. 314-335.5141 Owner-Cih of Jeff Watmewrticv Division 2320 Hyde,Park 57M3".!31 Company: _ 1 �- y Phone No. N/C Contact: Eric Seamar, PE Jefferson City, MO 65109 nix No 5.13-634-33323 Comp: McGrru Hill Construction DodgelAGC -M30 Knox Industrin; D vs♦ phone No. N/C �. St. 1.o'uis M O 53139 - Contact: Fax No, Comoan ; Construction MarkNt Data 655 Craig Road -Phone Phon Mo. N/C __ _ - - -- - -- ----- -- ----- Contact: Crnva Coeur, M1)6314? Fax"lo AGl'of r�lrsscurU1SGft Inter,,10 Plan Room Company: Phra,e io. N/C Contact Fax No f WUSCO Infru:lnuture Tcchne�ahcu; x11 CO Southwc A Savo 310-224 5000 Company: - F✓hrne do Contact: Rhonda Foster 7ortanco CA 905C! Frax Fl 310-224.5CC8 Compar I Wesco Infrostruc ure-Gull Coast Rogon --380fj Knapp Ry w PhenN Na -832.736-`494 - - Contact:(Johnny ©:;Icmo Pe:rrland TX 77581 Fax No 83: 7'6 9703 Comoory: Viso-S��wnr Clrstn 8 gal, Inc Wr0 N4855 BotkcK Jrvo t'h,:;1e No. 7.6?.•595-?340 Contact: Keith Alexander Peyt-aui ec,WI 53072-1420 r-ax No I 2(-,2.535-2350 Company: Ace P,pe Clpmninq, Inc - -- 4000 Truman Rond_ Phone No. 816 741.289' _ ' Contact: Theresa Whittington Kan5us City, MO (34127-2290 Fax No.! 816 241.5054 Company_INSituFcnn Technologies USA, inc. (2 sole) 17188 Edieon_Avenue �hnno No.� 626-530-21338 Contact. Gary Potosi - `--- - -- __ -- Cmv-,torfiold. MO 6301.7 _ _Fax No 536-537-'098 --------- Comrinn •r rront P pr-;rri?,Sprvicc'c -- ;:42 B•onkr, Orvn -_�— Phore No.j 314-733.7774 r Contact Terry Acams Hazvlwood, MV :3042 Fat No.1 3'4.-'31 - 2350 Company; Waldon/:5scc m Tctihno c 1es F 0. Box 845 Pnone Nc.: 314-121-T, Q Contact. Doom 7_urlione Gl,n r Cartx , IL 02034 Fc:x No. 618-397.OD9P Company: Tindall Compaitc•s P.C. Box 384 Phone Je. 61t3-373-2104 Contact: Dick 1'ndail Cmithton IL 622ES Fax No,I 618-472 9104 C,tt!p_;.-nI�tL,�� rK lonc lo.'��' 1, If.- tE I -17.1-7�.__.______ �----- t--- -•----....._------ Contatt:I V-r?T.f'-r �v cim �C S I 0 1 Fax No. 1 '13-34S Company _-_-. _--------- -- �_.�---- P one No Ccxrtact =ax Nc. ..Company: Phone No Contact:, Fu. No Corn x, r��'I 1__71 ?hone No ' r 01.1410-1 111:05 FAX 31,139551-11 JACOBS CIVIL C JI►�►8i(120 ' M 04"4.0 .4 Viso .f awc N 2G C-1 1-5 ��t,'U.... jF,crn ��rt�� flit ��(' �`I'(y A ,v ' rio etc o v.� oLis Co S X?-3 s� ��t�cs'��:�9s, a 86 1 U1.11 04 16:05 FAX 51-1.33551.11 JACo iDA. LLN'I1, 14 009,328 TIASIt+1 3 SANI'FA.RY SEWER SYS'I'i.EIM REHABILITATiON CITY OF' JEFFERSON, IWSSOURI DOC1Ji411_;v'I 00300 - 1311) FORM Project Identirication: Basin 3 Sanitary Sewer Systern Rehabilitation City of Jefferson, Mtssovai 1'his Bid is Submitted to: City of Jefferson, Missouri 3?_0 East.McCarty Strect Jefferson City, Missouri 65101 1.01 The cu-,dersigied Biddcr proposes and agra:s, if this Bid Is accepted, to cntel into an Agreement. with OWN'.ER in the fordo included in the Didding Docutncnts to perform all Work as specified or indicated in the Bidding Docurne;nts for tic prices and witlun the tirnes indicated in this Bid and. in ;accordance with the other terns and conditions of the Bidding Documents, 2.01 Bidder accepts all of the ternis and conditions ol'the Advertisement or Invitation to Bid and Jnst711ctlons to Bidders, including wit}lout limitation those dealing with the disposition of}.3id security. The Bid will remain subject to acceptance for 60 clays after the Bid opening, nr for sucll longer period oCtime 11tat Bidder may at rue to in w,itinty upon request of O%ti�tiJ l?. 3.01 In submitting this Bid, Bidder represents; as set forth in the Agreement, that. A. Bidder has examined and carefully studicd the Bidding Docwnurits, the other related data identified in the Bidding Documents, and the following Addenda, receipt of which is hereby acknowledged: Addendum Number Addendum Datc B. Bidder has visited the Site and become familiar with and is satisfied as to the gent:ral, local alld Sits; 0 1. 14- bd 16:05 FAX 31,133551-11 JA(.f.►65_ Cl,�;1j,.__,. lfj010:026 BASU4 3 SANITARY S]✓wEv, SYS'I'I:Ivt]ZI HAdII,I'.i'ATION CITY OF ,TEFFHR-SON, MISSOURI. and drawings of a Ha-r..trdous Environmental Condition, if any, which has b,.-cn identified in the Supplementary Condthons as provided in paragraph 1.06 of ilic General Conditions. E. Didder has obtained and cut tefully studied (or assumes responsibility for having done so) all such :additional or supplementary examinations, investigations, explorrttiom, tests, studies and data concerning conditions (surface, s►rhsurfacr.and i_iladerpoUnd facilities) nt or contiguous to the Site which may affect cost, progress, or performance of the W01-c nr Which rcinte to any aspect of the means, methods, tc;chia qi es, sequences, and procedures of construction to be emploved by .Bidder, including, applying the specific means, methods, t.echniques, sequences; and procedures of constrlctlott expressly required by the BlclCllllc' Documents to be employed by Bidder, and safety precautions and prograrrls incident thereto. F'. Bidd(Yr does not con.$)dcr that any Rimier examinations, invustir!atlons, cxplorltir►ns, tests, studies, or data are necessary for the dt:terimnatiun of llds}aid for perlornaalice of the Work at the pricc(s) hid and within the times and in accordance with they other terms and conditions of the Biddinu Documents. (:J. Bidder is aware of the general nature ofwork to he performed by Owner and other.? at the Site that rclates to Work its indicated in the Bidding Documents, H. Bidder has con•clated the intbrination kr;own to.Bidder, informatio!t and observation obtained froth visits to the site, repotts and drawings i.dentl!ied in cite 13idthil"! Documents, and all additional examinatim]s, investillations, oxploratlons, tats, studies, and data with the, Bidding Docttlricrlts. ' 1. Bidder has given ENGINEER ts'ritten notice of all conflicts, crrar: , arnbigtl.itics, cal• discrepancies that Bidder hils diseovclud in the.Biddin}! Doctitnents, and the written resolution thcreofby ENGINE-'ER is acceptable to Bidder. J. The Bidding Documents are Jenerall sufft:-ient to indicate aced colivey v �, Y un.derstandi.ng of all tans and conditions for the performance of the� ork for which this Hid is submitted 4.01 Yldder{dither represents that this Did is genulnu and not made in the interest of or on behalf of any undisclosed individual or entity ;end is not subinirtcd in conformity with any agreement or rules of any group, associcll.aon, organs Calton or c.oipuizition; BRILILi has not directly or indirectly induced or solicited any ether Riddc.r to submit a l lls or sham Rid; Diddcr has not sollcitcd or utduccd any individual of entity to refrain from bidding; Didder has not sought by collusluil to obt!Ir11 1171'Itr('ihany adva:1tar?t:oVCranY(tthcrliiddcror over OWNER ' 5.01 BFDIDER certif es by executinp the ilttnchud 1;PA Form 57(10--49 that it,orally affiliate,is not presently debarred or suspended f .-)m covered tr moactirms by any federal department or rC5X59100 O0300.2 BID FOI2_i\1 RO -- 12/12/03 (11111-111011 10:06 FAX 91d9�551_tl _ J,aC0�5 CIVIL f;,l U11;020 BASIN 3 SANITARY SEWER SYSTEM lt.ERABILI"TATTON . CITY OF JI:I:FE'RSON, NITISSOURT ;agency, in accordance with 40 CFR 32 and r-Nocullve Order 125,19. BIODER will obmin certifications regarding debarment ;torn its subcontractors. BIT)DER wi I1 rnaint;airl and retain such certificates in its files for the duration of the: Project. 6.01. Bidder will cornplete the Work in accordance:with the C ntract Docttn.ients for the following prices; UNIT PRICE SCHEM E ITEM �D}?SCltll''I'IOi�i - F'S7'Ii\4ATT'T) LUNIT JTF vl I TO' TAT,- '�'C), QL AN7'l1'Y I -TI TA I' ( 1 S'I'[iv1��'I-El) PR.1CF PI"ZICI r ` 1 Sanitary sewer rchsahilitation,b)' _etrred-in-place lining----- _-. _ _ IA Y-inch .relining sanitary sewers 2619 j LF — l B I 0-inch relining sanitary sewers -1277 _ _ 1t; 12-inch TChnl.ng s;tnrt;lry tiCWt'I'3 2 Sanitary sewer rehabilitation by -�- - _ iutcrnal cured-in-place repairs 7A $-inch CIPP short liner j-`--70 -rte 122 - 21"3 10-inch C;1:PI' short liner ---�----- .--'—� �A___�__.�__ _ I 2C 12-inch CIPP short liner - 1 ?_I) 8-inch int.emal lateral seal ' EA 3 Sanitary sewer rehabilitation by scallrip and root control 13A Root Control ----------�- -� ---46)66. 1 I;.__.I- 3I3 $-inch pipe • joint testing 33$3 1..J= 3C 10-inch pipe -Joint tcst.ing 370 I.F. 31) 12-inch pipe - joint testing 913 1.1' 31, Joint and pipe sealing material^— — - 720 GAL�� 3F _ Joint scaling and testing, al; sizes 300 R) N1' 3G __- Pipe defect scaling and testing _ _ 10 FA .I 4 Sanitary sewer rehabilitation by ' pipe relay tA 8-inch pipe relay U not rec,u,red not rcquur.l 4B l 0-inch pipe relay _ 4 1..F aC_ I 1-inch pipe relay F�j rr,, ti,quirer3 not required r C7XS910 r.:i 00300--3 T3 7D FORM RD- 12/12103 I U1. 14;0.1 16:06 FAX 31-133551,11 JACOBS CIVIL !4012/626 BASIN' 3SANITARY SEMER SYSIT,NMET-TA11111TATION CITY OF JEFFERSON, MISSOM UNIT PRICE SCHEDUU, contin► ed F 5 Sanitary sewer rehabilitation by external point repairs;; , 5A R Point repairs to sanitary sevmrs' 9 EA* 1511 New manhole 2 6 Sanitary manhole rehabilitation by rementitious repairs 7 6A Cell lenti tious reli.11–illg V 1 manhole 6B Cernentifious patch and repair of 95 EA. 1portions of'rilmholes 6C Rubuil,d manhole bench. and channel 11111)TQVC Or form more adequatc flmv 8 7 Snnitary manhole rehabilitation by chemical sealing 7A Chemical sealing defects at manholes 107 1 EA — 8 Sanitary manhole relinbilitafion by epoxy fining ;,ill"d llu I uqu I I(!A Epoxy Ii iny , ofentremanhole 0 N" not re S-anitary manhole rehabilitation by frame and cover repairs 9A Reset and seal fTaITIC 10 2.4 M-1-1 corbel/chimney 9B Sea] &aji-ic/chim ► y to corbcl/walls 5 IMH 9C IScal fi-arne to corbeWdiininey 70 MI-1 .10 j Mobilization I'S 11 Restoration of surface~ TOTAL OF A-1J. ESTLVIATED PRICES: ----------- (USC W01-CIS.) T11C! '11)l)VC UAL pliCeS Shall include all labor, equipment, materials arid SUI)JIliCS, shon'nj!, removal, overhead, profit, insurance, etc., to provide a compictcsymern %vitltirl the Inte.111 of the Contract Documents. R'idder ,acknowledg0 es that estimated quantities aie not gu,- antmi, and are solely for dl(,, purpose of comparison of Bids, and final payment for all Unit Price Bid ltems 'kvill bo based on actual quantities provided, detLmTlined as provided in the Contract Documents. C5X591 00 00300-4 BfD FORA RO – 12/12/03 0 1%14 Ud 16:Ut3_fi;1� 311335_�lal_ .IACOBS CIVIL iQjUl�-o2t3 BASIN .3 SANITARY SE 1,R SYSTi!REHA.l311J'tA'r1Qh CITY 0F .)FFFFRS0N, `11Sr0TJR1 Unit Price SCbCdule Definitions item IA. 8-inch relining sanitary sewers'' P iytllcrtt will be based oil lineal feet of-liner instaalled from illarlltole to manhole, Work activities shall include;, but are not limited to, all dines involvinr_, cleaning and pi-chning television inspection, sewer flaw control (as required), liner materials and installation, bypass sewage pumping, relnstatenlent of existing laterals, past television inspection, testing, and cleanup complete-in-place and ready to usc:. ltcnl 113. 10-ine}l relining, sanitary sewers: Payment will be based on lineal feat of liner installed frc,ul manhole to manhole. Work activities shall include, but arc not limited to, all duties involvin; cleaning and prelining tc;lt:vision inspection, scwer flow control (as required), liner materials and installation, bypass seti age pumping, reinstatement of existint; latcrais, post television inspection, testin f;, and clearitil� complcto-b)-place and ready to use.. ttern iC. 12-inch rclirlillg sanitary.sewurs: Payment will he based cm lilac al fart of line► imtallcrl from manhole to manhole. Work activities shall includr, but are not limited to, all clutles lnvolvi.ug cleaning and prelinino totevtslon inspection, sev;c;r flow control (as rcduu-ed), liner materials and installation, bypass scw;liTc: Pumping, rc:instatcnlent of'existing laterals, po:;t television inspection, testing, and rlearnip complete-iti•-place and ready to use. Item 2A. 8-inch CEPP short liner: Payzncnt will be based oil the number of liners installed. Liner lengths are specified in Section 02151. Work activities shall iricluLIC, but are_ not lirnitcd to, all ditties involving cicaiung and prc:lining television inspection, sewer now control (its requi.rcd), liner inatc:tials and installation, reinstatement of a;xistirq; laterals, post television inspection and Lestiilg of liner. Item 2B. 10-inch CFT short liner: Payuwnt will be leased on I}lr. number of liners installed. Liner Icngills are specified in Section 027.>-I. Work .divines shall include, but are not limited to, all duties involving cleaning_ and prc�lanin}F t0le1isi0n inspection, sewer floe control (as required), liner materials atld installation, rcin5l,,tcnu:tlt of existing laterals, post. television inspection and tt:sting of liner. l.tenl 2C. 12-inch CIF P spoil liner: Payrrtcnt will be based on the nuitlber of liners installed. Liner lengillA are specified in Section 02751.. Work activities shall include:, but iiic not limited to, all duties involving cleaning and prelin.ino lcicvision inspextion, scwer flow control (as required), liner materials and installation, reinstatement of existiril_; Literals, post television inspection and lesting of line]-. Item 2D. 9-inch CEPP internal lateral seal: Payment will he hased cin tlic rinmbei orcurecl-in- place internal lateral seals irisialled Work activities shall include, but are not lim:icd to, all duties involving cleaning, and preinstallation television inspection, sc A,er flow control (as required), lateral seal matt:rials and installation, reinstntc;rnrnt ufexisting laterals, post installation television inspection, cleanup complete-in-mace: and roac?y to use. ' C.'5X59100 00.300-•5 140 ID I't")R I k0 -- 121112103 (td -.07 FAX 31,133551,11 ___..�Jc1COJJS CJ1'I1. t�i(tld h28 BASIN 3 SANITARY SEWER SY'S EN) RET-].ABI.1..11ATION ' CITY OF JEFFERSON, Mf SOUR] Item 3A. Root control' Payment Will be based on IMeal feet of pipe stlbjecicd to root control measures from manhole centerline to manhole miterline. Work activities shall include, but arc not limited to, all materials and duties involving, root control. Item 313. h-inch J e --pipe joint testing: Payment will be.. basal on lineal fact of pipe: f orri rnarihole centerline to rnan.holc centerline with all joints tested. Work aetivttic_s shall include, but arc; no'. iimited to, cleaning, sewer flow control (as required), and all duties involviriF;joint testing. [tern X. 10-inch pipe joint testut}t: Payi-nent will be based on lineal feet of p1pr from manhole centerline to manhole centerline with all joints tested. Work activities shall inchidc% hum are not limited to, cleaniniz, sewer flow control (as reclttircd), and all duties involvin;;joint testing. Item 3 � 1.2-inch pipe -- Joint testing. Pa ncut will be based on lineal fGUt of PI PC', 6-01Ti manhole centerline to manhole ccnterlinc with all joints tested. Work activities shall inclivie, but are not limited to, cleaning, sewer flow control. (as required), and all duties involving joint testing. Item 31✓. Joint and pipe scaling tn.aterial: Payment will be bused on the number 'vallons of mixed chemical and additives tiled to scal:pipe joints and specified pipu dr.fccis. item 3h. Joint sealing, all pipe sizes: Pavinent will be based oil the nutr,be;r oCjoints ac.t�t,,+lly scaled and accepted by the Owner's Representative. Work activities include, but arc not limited to, sewer flow control (as required), labor, rnatcrials and equipment rcgtaiied to seal defective joints and subsequent testing of scaled Joints and any'rt�sea-lime and retesting of the sealed joints and remOVal of any excess groat rnaterial. Item 3G. Pipe defect sealing: Payment will be based o❑ the nuanber of pipe. defects, includint , cracks and service connections aciZially sealed and accepted by the Owner's Representative. Work activities include, but are not limiteci to sewer flow control ( Fs required), labor, materials and equipment required to test and seal pipe defects and subsequent testing of scaled pipe defects and any resealing and retesting of the scaled pipe defects and reiriuval ofan.y excess Erout material. items ?IA, 1:3 and C. Ptpc relay: Payment will be based on the linear feet of pipe that k installed to replace sections of dcfc'Ciive pipe tru.asurecl along the pipe centerline f om conrx-i-,6c41 Point of the mstintg sewer syst.:rn to connection puittl of Uic existing sewer system, Work activities uacludc, but are nat limited tc, rc►iwval of trees and other ve(Tct:ation, topsail strippiiii, and stockpiling; removal a('sturtaps, roots all other dcl)ris; disposal of removal material; protection of existing trees to remain; removal of sewer pipe dcsi;,Ynated to be replaced; excavation; hauling; off and disposal of excess excavated materials; removint, and replacing fence. (as required), sheeting mid shoring(as required), forniing (as required); dewaterinp, is required); procuring„ placing and compacting bcdcliii + materials; concrete encasement or saddles (as M59 100 00300-6 BID FORIM RO — 12/12/03 i r U1.1d, Ud 10:07 FAX 31,133551-11 JACOB$CTV1L I U1S•'U28 FiASIh 3 SA.1`'ITA.RY SJ.MlsR SYSTUM R.F'HABILITATION CITY OF JEFFERSON, MISSOUI.?,.l required); procuring mid installing sewer pipe, and all fittings and appurtenances; cmincetions to existing sewer system; bypass pumping, and sewer flow control (as required); placing and compacting backfill (iricludilln, granular back-fill); respreading topsoil (when required); aggl-cgate surface course (as required); testing; site restoration, all as defined in the Specifications. I to rn 5A. Y o mt r e pai rs to s.'mita ry sewers: Payment oil the nt ube r of point repairs completed and accepted by the Owner's Representative. Work activities include, bu.t are not limited to removal of trees and other vegetation, topsoil stripping and stockpiling, removal of stumps, mots and other debris, disposal ofremoved trtatcrial, protection of existing trees to reiTrain; pavement stripping and stockpiling;; excavation; hauling off and disposal of excess excavated materials; removing,and replacing fence (as required); sheeting and shoring (as required), forming (as required); dewatcnng (as required); procirnng, hauling, placing and compacting! bedding materials; concrete encascmen-_; procuring, and. installing sewer pipe, and all fittings and appurtenances; conncctine to existing sewers; bypass pumping and sewer flow control (as required);placing ,md compacting backfill; respreadinfj topsoil (when required); aLl;rcf;ate surface course restoration (as required); testing; site restoration, all as defined in the Specifications. Item SB. New manholes: Payment on the number of completed, precast or cast-in-place concrete manhole constnlction. Work activities include, but are not limited to removal of trt'es and other vegetation, topsoil stripping and slockpiling, removal of stumps, roots and other debris, disposal of removed material, protection of existing trees to remain; pavement stripping and stockpiling; excavation; hauling off and cii sposal of'excess excavmcd materials; removing and replacing fence (as required), sheeting and shoring (as required), forming (as required); dewatering (as required); procuring, hauling, placing and compacting bedding materials; procuring and installing manhole base, walls, cones, grout,joint seals, steps, frames, covers, and all fittings and appttrienances and rcplacern nt of exi_.titlf! sewer and connections to existing sewers; bypass pumping and sewer flow control (as required); placing and compacting backfill: recpr-eading topsoil (when required); agcregate surface coarse restoration (as requ.ircd); testing; site restoration. Itern 6A. Cementitious relining of entire in,whole: Payment will be based on a per inanhole vertical foot basis. Wort:. activities shall include, but are riot limited to all bypass pumpin.- and sewer now control (as required), labor, materials, equipment and testing required to perform this work. Item 63. Ceraentitious patch and repair of portions of manholes: Payment will be based on a per manhole basis. All hypes pu.rnpins; and sewer flow control (as required), labor, niatchals, equipment and visual inspection required to perform this work shrill be included in this ul> t ' price. Item 6C. Rebuild n=hole bench and channel: Payrnrnt will be based on a per manhole basis. All bypass pumping and sewer flow control (as required), labor, rrutteiial, equipment and visual inspection required to perform this work shall be included in this unit price. C5X59I OO 00300-7 BID FORM RO -- 12112/03 I U1 1.1.0.1 16:08 FAX 31d33551,11 �+ , iIACOBS CIVIL iQirrlt):U2R BAS N1 3 SANITARY SEINER SYSTEM REHABILITATION CITY M[SSOU*Rl Item GD. Improve or farm more adequate flow control: Payment will be based on a. her rnaiihole basis. All bypass pumping and sewer Flow control (as required), labor, material, equipment and visual ingpec:ticm required to perform this work shall be included in this unit price:. Item 7/\. !'hcmical sc;alin,defects at ma.n}holes: Pa}ritnent will be b�,st:d on a per repair basis. All bymss pumpinu altd sCWeY flow c:onUnl (as required), labor, materials, and visurd inspection required to pen form this work shall be, included in this unit pncC. Item SA. Epoxy lining, ofentirc manhole: Payment will be based on a per manhole vertical foot basis. All sewer flow control (as re(juired), labor, materials, equipment, testing and visual inspection required to perform this wort: shall be included in this tuiii price. 9 t c twi n r Item . A. I..c.sc.and seal ftanhe to corbc.11chrmney: Pavtta n 11 be based n . per m�n1�t11. basis. All sewer flow control (as required), labor, materials, 7rid visual inspection required to perform this work shall be included in this unit price. Item 9B. Seal frame/chimney to corbel/walls: Payment will be based on a per manhole basis. All sewer flow control (as required), labor, materials, and visual inspection required to perform) this work shall be included in this unit price. Item 9C. Seal frame to concol/chimney: Payment will be based on a per manhole, basis. All sewer flow cnntrol (as required), labor, materials, and visual inspection required tx) peribrni this work shall be included in this unit prict;. Item 10. Mobilization: Payi-nent will be it lump stun payment not to exceLd three (3) percent of the total bid amotuht that will be made to the Contractor with the First montEly progress payment as a reasonable- amount to start project. 'Item 11. Restoration of surfaces: Payrnent will be based on a lump sum basis. All rnaternals and labor involving asphalt restoration, concrete pavement restoration, glass and existing improverticnts restoration shall he included in this unit co::t. All site; grading and other work necessary to restore the work site to its original condition shall be included in this pay item. Any irispcction and testing of Flu: completed work shall he included in this unit price. M59100 00300-8 BID FORM RO 121)2/03 1 U1iill/U;t 16:08 FAX 91da�5S1�11r JACOBS CIVIL rAO17/028 BASIN 3 SANITARY SEWER SYSTEM REHABILITATION CITY OF 1EFFERSON, MISSOURI 7.01 Bidder agrees that the Work will be substantially complete within 252 calendar days after the datr.when the Contract Times cominence to run as provided in paragraph 2.03 of the General Conditions,a.nd completed and ready for final payment in accordance with paragraph 14.'07}3 of the General Conditions within 294 calendar days alter the date when the Contract Times commence to run. 7.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified above, which shall be stated in the Agreement. 8.01 The following documents are attached to acid ►nade a condition of this Bid: A. Requu-e;d Bid Security; D. Required Bidder's Qualification Statement with supporting data indicated by "Statemcmt of Bidders Qualifications". C. EPA Region VIl'Minority and Women's Business Enterprise Utilization Worksheet; D. Certi fication Regarding Debarment, Suspension and Other Responsibility Matters. 9.01 The terms used in this Bid with initial capital letters have the meanings indicated in:the Instructions to Bidders, the General Conditions, and the Supplementary Conditions. SUBM[TTED on —, 20 If Bidder is: A.n Individual Name (typed or printed): By (SEAL) (Titdividtual's signature) Douce business as Business address: Phone No.: _ _ _. FAX No.: C5X59100 00300-9 R D FOkM RO— 12/12/03 i 01, 14;0.1 16'.08 FAL'1.1133551-i1 JACOBS CIVIL (�U18;02P J BASIN 3 SAN17TARY SEWER SYSTEM MHA.BILI"TATION CITY OF JEFFERSON, MISSOURI A Partnership Pamiership None: - (SEAL) By _ (Signaitwo qi genera!partnrr--attach evidence of authority to sign) Name (,typed or printed): Business address: Phone No.: FAX into.: A.Corporation Corporation Name: (SEAL) State of Incorporation: Type: ❑ General Business, ❑ Professional, ❑ Service, ❑ Limited Liability By (Signature--attach evidence of authority to sign) Name (typed or printed): Title: Attest (Sig,noture of Corporate.Secretory) _ Business address: Phone No.: FAX No.: _ rDate of Qualification to do business is 05X59100 00300-10 131p FORIM RO— 12/12/03 i t1lildiU-1. 16:68 FAY X19 51d1 JACOB'S CIVIL (QJt1�8iU28 BASIN 3 SANITARY SEWER SYSTEM R TLkBiLITATION CITE:'Ur. JEFFERSON,MISSOURI A Joint Venture Joint Venturer Name: (SEAL) By: — (Signature of joint venture partner--attach evidence of authority to sign) Namr. (typed or printed): Title: Business Address: Phone No.: _ FAX No.: Joint Venturer Name: (SEAL) By: _ (Sign«hire of joint venture partner—attach evidence of authurity to.sign) Nam-- (typed or printed): Title: _ Business Address: Phone No.: FAX No.: Phone and FAX Number, and Address for receipt of official conunu rzications (Each joint venturer must sign. I'he manner of signing for each individual,partnership, ,uid corporation that is a party to the joint venture should be in the mariner indicated above). END OF DOCUMENT 00300 i CSX59100 00300-11 BID Fokm RO 12/12/03 (il%11%U l 18 (JI F 3551-111. JACOBS CIVIL 020/026 t DAMAGES FORM BID BOND 81p DER �N �sf A,drlress): St1RE�y�Name and Ad o,.f Princi al Place of Business): OWNER (jJgme and Address.): plcD BID DUE DATE: _ PROJECT(Brief Description Including Location): BOND BOND NUMBER: DATE(Not later than Bid due date): PENAL SUM: _ __ (Words) (Figures) IN WITNESS WHEREOF, Surety and Bidder, intending to be legally bound hereby, .subject to the terms printed on the reverse side hereor, do each cause this Bid Bond to be duly executed on its behalf by its authorized officer, agent, or representative. BIDDER SURETY (Seal) Bidder's Name and Corporate Seal Surety's Name and Corporate Seal By: By: Signature and Title Signature and Title (Attach Power of Attomey) Attest: Attest: Signature and Title Attest'. and Title Note: (1) Above addresses are to be used for giving required notice. (2) Any singular reference to Bidder, Surety, OWNER or other party shall be considered ' plural where applicable. EJCDC NO. 1910-2E-D (1996 Edition) 00411-1 U1,,, 04 16, 09 FAX 31433551,11 JACOBS CIVIL f(1�U21%0213 r DAMAGES FORM 1. Bidder and Surety, jointly and severally, bind 6. No suit or action shall be commenced under this themselves, their heirs, executurs, administrators, Bond prior to 30 calendar days after the notice of default :successors and assigns to pay to OWNER upon default tecpiired in paragraph 4 above is received by Bidder and of Bidder any difference between the total aMOMI of Stuvty and in no case Etter tban one year after Bid clue Bidder's Bid and the total amotrut of the Bid of the next date. lowest, responsible and responsive Bidder as determined by OWNER for the Work required by the Contract 7. Any suit or action under this Bond shall be Docrunents, provided that. commenced only in a court of competent jurisdiction 1.1. If there is no such next lowest, responsible and located in the state in which the Froject is located. responsive Bidder, and OWNER does not abandon the Project, then Bidder and Surety 8. Notices required hereunder shall lx in writing and shill pay to OWNER the pencil sum set forth on sent to Bidder and Swety at their respective addresses the fare of this Bond, and shown on the face of this .Bond. Such notices may be 1.2. In no event shall Bidder's and Surety's sent by personal delivery, commercial courier or by obligation herevnder exceed the penal nun set United States Registered or Certified Mail, return fords on the face of this Bond. receipt requested, postage pre-paid, and shall be deemed to be effective upon receipt by the.party concerned. 2. Default of Didder shall occur upon the failure of Bidder to deliver within the time required by the Bidding 9. Sim-cry shall cause to be attached to this Bond a Documents (or any extension thereof agireed to in current and effective Power or Attorney evidencing the writing by OWNER) the executed Agreement required authority of the officer, agent or representative wbo by the Bidding Documents and any perfonTuince wid exmumd this Bond on behalf of Surety to execute, seal payment Bonds required by the Bidding Documents. and deliver such Bond and bind the Surety thereby. 3. This obligation shall be null and void if: 10. This Bond is intenderl to conform to all applicable 3.1. OWNER accepts Bidder's Bid and Bidder surutory requirements. ,Any applicable requirement of Amik delivers within the time required by the Bidding any applicable statute that has been omitted from this Documents (or any extension thereof agreed to Bond shall be deemed to be included herein as if set in writing by OWNER) the excmited forth at length. Yf any provision of'this bond couflicts A immem required by the Bidding Dco.rments with any applicable statute, then the provision of said and airy performance and payment Bonds .statute shall govern and the remainder of this Bond that re(prired by the Bidding 1)nctunents, or is not in conflict therewith shall continue in full force 3.2. .6 dl Bids arc rejected by OWNER, or and effect. 3.3. OWNER fails to issue a Notice of Award to Bidder within the time specified in the Bidding 11. The term "Bid" as used herein include, a Did, offer Documents (or any extension thereof agreed to or proposal as applicable. in writing by Bidder anal, if applicable, consented to by Surety when required by paragraph 5 hereof). 4. Payment under this Bond will be due and payable upon default dry Bidder and within 30 calendar days after rx=ipt by Dickler and Surety of written notice of default from OWNER, which notice will be given with reasunnble promptness, identifying this Bond and the 1?rojcct and including a statement of the amount due. ' S. Surety waives notice of and any and all defenses based on or arising out of any time extension to issue Notice of Award agreed to in wr;t.ing by OWNER and e Bidder, providrd tine the total time for issuing Notice of Award including extensions shall not in the aggregate exceed 120 days from Bid due d.•atc without Surety's wriarn corsent. l r , E CI)G NO. 191 0-28-D (l9lG Edition) 00411-2 . 01%14. 04 10:00 FAX 31,13355111 JACOBS CIVIL tdj 022%026 y BASIN 3 SANITARY SEWER SYSTEM It HABILITATION ® e CITY OF JEFFERSON, MISSOURI ■6 S ATEMENT OF BIDDERS QUALTFICATIONS P Each Bidder for the Work included in the Contract Documents shalt submit with their Bid the data requested in the following schedule of information. This data must be included in and made a part of each Bid and be contained in the sealed envelope. Failure to comply with this instruction may be regarded as justification for rejecting the Bidder's proposal. (1) NAME OF BIDDER: ® (2) BUSINESS ADDRESS:_ (3) WHEN ORGANIZED: _ (3A) WHERE INCORPORATED: J_ (4) IF NOT INCORPORATED, STATE TYPE OF BUSINESS AND PROVfDL•' YOUR FEDERAL TAX IDENTIFICATION NUMBER: (5) Number of years engaged in contracting business under present firm name. (6) Tf you have done business tinder a different name, please give name and location: r (7) Have you ever failed to complete any work awarded to your Company? If so, where and why?: r r (8) Have you ever defaulted on a Contract? (9) List of Contracts completed within last four years, including value of each: ' C5X59100 00411 -3 BD) FORMS RO— 12/1 2/03 1 I 01/1d 0 i 16:09. FAX 31433551.11 JACOBS CIVIL. Z023/020 BASIN 3 SANITARY SEWER SYSTEM REHABILITATION CITY OF JEFFERSON, MISSOURI r (10) List of Projects currently in progress (*): (11) Anticipated Percent of sewer installation for this project using: Open Cut Microtunneling Uncased Boring * Attach additional sheets as necessary i f C5 59 100 00411-4 BID FORMS RO— 12/12/43 i U1.14,U.1 16: 10 FAX 3143355141 JACOBS CIVIL f }02.1 026 1 BASIN 3 SANITARY .SEWER SYSTEM REHABILITA'T'ION CITY 01" .JEFFERSON, MISSOURI EPA REGION VII ti rNORITY ANTa WO 1EN'S BUS1"NFSS ENT_E-RPRISE UTILIZATION IORK5HELT Grsnt Applicant _ ___ __.�_�___._.. .._........ _____.._.___--- Project No. _� Contractor/L:n`,itircr _ _____ Address Contact Person -�-rt _r i Telephone No.__ _ ' Amount of Contract r_ MBE Percentage WBE Percentage 1. MI3E Subcontractor .___. _ i WI31:?_ Address ■ Contact person— Telephone No. )\mount of Subcontract_ Scope of Work— .?. MBE Subcontractors W13F Address Contact Person Telephone No. _ Amount of Subcontract_!_ �. Scope of Work` 3. M_I3E Subcontractor 1413E--'f Address Contact erson Telephone No. _ Amount of Subcontract Scope of Work a. Ml3E Subcontractor WTI E Address Contact Person Telephone No. Amount of Subcontract Scope of Work____!__ -, - 5. MBE Subcontractor WLE Address -- Contr,ct Person �� Te;lephone No. _ AlTlount of Subcontract Scope of Work C5X54100 00111-5 BID FORMS RO- 12/12/03 1 0 1,,1-1,,0-1 16:10 FAX 31,133551,11 JACOBS CIVIL VJ025/020 BASTN 3 SANITARY SEWER SYSTEM REHABILITATION CITY OF JEFFPRSON, MISSOUJU EPA REGION VII MINORITY AND WOMEN'S-BUSINESS ENTERPRISE UTrLIZATiQN, WORK&IIEET 6. m`BF- Subcontractor WBE Address Contact Person_, Telephone No. Amount of Subcontract Scopc of Work- Comments Prepared By Telephone No. Date C5X591 00 00411-6 BID FORMS RO -- 12/12/03 01/1-1/04 18:10 FAX 31433531,11 JACOBS CIVIL 028426 PAEPA Project Control Number UNITED STATES ENMONME ML PROTECTION AGENCY � M Washington,DC 70460 Certification Regarding Debarment, Suspension, and Other Responsibility Matters The prospective participant certifies to the best of is knowledge and belief that it and its principals: (a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; (b) Have not within a three year period preceding this proposal been convicted of or had a civil judgement rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local) transaction or contract under a public transaction; violation of federal or State antitrust statutes or commission of embezzlement, theft, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (c) Are not presently indicted for or otherwise criminaliy or civilly charged by a government entity (Federal, State, or local) with commission of any of the offenses enumerated in paragraph (1) (b) of this certification; and (d) Have not within a three year period preceding this app licationlprapas@I had one or more ;public transactions (Federal, State, or local) terminated for cause or default I understand that a false statement on this certification may be grounds for rejection of this proposal or tenTiination of the award. In addition, under 18 USC Sec. 1001, a false statement may result in a fine of up to $10,000 or imprisonment for up to 5 years, or both. Tylxct Title of Authorized Rcpttscntvivc Sipan7re of Authorized RcPrtscntuive M lltuc i I atn unable to certify to the above st trmrnts.My explanation is attached. EPA Fortn 5700-19 (11.68) 0 i i i I I BIDDING AND CONTRACT DOCUMENTS BASIN 3 SANITARY SEWER SYSTEM REHABILITATION PROJECT' for CITY OF JEFFERSON, MISSOURI December 2003 :,. . ... •' Jacobs Civil Inc. BASIN 3 SANITARY SEWER SYSTE-M REIIABILITA'FION CITY OF JEFFERSON, MISSOURI TABLE OFF CONTENTS Section Title 00020 Invitation to Bid 00100 Instructions to Bidders 00300 Bid Form 00411 Bid Bond & Bid Forms 00500 Agreement 00600 Bonds and Certificates 00610 Performance Bond 00620 Paymcnt Bond 00700 Standard General Conditions of the ConstrUCtio►1 Contract 00800 supplementary Conditions 00820 Fedcral and State Requirements DIVISION 1 -- GENERAL. RE Q!JlREMENTS 01100 Summary 01310 Projcct Managenient And Coordination 01320 Construction Progress Documentation 01322 Photographic DOCU►rlCntfltio►1 01330 Submittal Procedures 01400 Quality Requirements 01420 Reference Standards 01500 "Temporary Facilities and Controls 01510 Traffic Control Plan 01600 Product Requirements 01700 ExCC;Ution Requirements 01720 Ficld Engineering 01731 Cutting And Patching 01740 Warranties And Bonds 01770 Closeout Procedures DIVISION 2 — Sl"1'EWORK 02120 Trcc Protection and Trimming 02140 Dewatering 02160 Excavation Support Systems 02220 Excavation, Backfilling, and Compaction 02480 Landscape Work 02740 Sanitary Sewer Gleaning 02741 Sanitary Sewer Inspection 02751 Internal Repairs to Sanitary Sewers 02752 Joint and Pipe Crack Scaling and Root Control for Sanitary Sewers 02753 E=xternal Rcpairs to Sanitary Sewers 02754 CUfC(.l-in-Place Pipe Lining (Full L,cn,gth) 02771 C.enicntitious Repair of Manholes 02772 Chemical Scaling of Manholes 02773 Manhole Frame Repairs 02774 Epoxy Coatings for Manholes C5X59100 ()O()10- 1 TABLE OF CONTENTS RO-- 12/12/03 BASIN 3 SANITARY SEWER SYSTEM REHABILITATION CITY OF JEFFERSON, MISSOURI TABLE OF CONTENTS Section Title 02790 Sewer Flow Control 02950 Pavement Replacement DIVISIONS 3 THROUGH 16 (Not Used) APPENDIX A TECHNICAL STREET SPECIFICATIONS BY THE CITY OF JEFFERSON, MISSOURI DRAWINGS (Bound Separately) END OF SECTION 00010 C5X59100 00010-2 TABLE: OF CONTENTS RO- 12/12/03 BASIN 3 SANITARY SEWF'R SYSTI'.M RFI1AMLITATION CITY OF JFI:I`FRSC)N, NIISSO I IRI I)0CtJ1 FNT M)02t) - INIVI 'ATI )N "1.O 1311) Notice is hereby given that The City of',lcflerson, Missouri, the Owner, will receIvc se,IICd Bi(Is at the office ofthe Ptlrchasing, Agent, 320 East McCarty Strect, ,lcflcrson City, MO 05101 until 11 :00 a.m. local time on the 28th clay of January, 2004, at which tin)c Bills will be publicly opcnc(I and Wild aloud in the Council ('h,.ullhcrs fire the following project; Basin 3 Sanitary Sewer System Rehabilitation, City of.lctTersorl, Missouri. The work to he done "nerall y consists of the lollop wing.- Rchabihtalioll of tile. `allllary sewer Sy'sll'1)1 111 1?aSlll ? 117ci11[IIIIL', SC1wc1' repairs and manhole repairs. Scwcr repairs inclu[Ic 1'1111 I)i))c cured-in-place lilli!lg, inicrnal sewer cured-in-place liller sections, root control, iollit and Dille growing, 1)il)c relays, and external point repairs. Manhole repairs include new Inatlholcs,c(micntiIlolls repairs and liners, chemical scaling and manhole frame and cover repairs. This project will be fll)a11CCLI through the Missouri State RCvolwins; Fund, lat,lblishcd by the sale of Mi souri Water Pollution Control bonds gild I"e(Ier,ll Capitalization Grants to Missouri. Neither the MiSSOLII'l I)cpartnlcnt of Natural RCSOLINCS, its divisions, nor its errlployces will be a party to thc contract at ally tier. All prospective Bi[ldcrs must hC prepared to sLlbllllt clLialiflcation inform"Mon as described ill the Instructions to Bidders. Any Bidder whose firm or affihale is listed on the GSA publication lifted "List el-Pfll'ties F'XCIudeCl front Federal PCOCLIN111C111 or Non-Procurement Programs" is prohibited from the bidding process; bids received from a listed party v.ill he deemed non-responsive. A Bid security in the arllounl of five percc►lt of the Bidder's nlasirllllnl 131d Price is rcduircd. Bidding Docunwilts may he obtained from the Issuing OHICC which is the office()fth:: Wastewater Utilities Division )within the Department of Community Development at 320 East McCarty Strect, ,ICffer'S0I1 City, MlfS011ri 65101 at a non rcfiuu.lable charge of' VA),M) for each set, Biddillg ® DOCLIIllerltS may alsc) he exanunc(1 at the 10110wving locations: i 4 Office ofthe Owncr-Jefl'crsoll City Wastewater Division, 2.120 l ly(le Park {Loud, Jefferson City, MO 65109 • Office of the I ngirlccr Jambs Civil hic., 501 north Broadway, St. I ouis, iM0 63102 • McGraw Hill C'onsiruction D0Lh,c/AGC ()i 0 Knox Industri,ll Drive, St. Louis, MO 63139 • Construction Market Data, 055 C'raiv,' Road, C'rcve C'ocur, MO 03 1-1 f • AGC' of Miss0uri/iS[11:t Illler'I)Ct P1,111 Room, w\ww.isilft.ck)rll Bidders on this work will he reLluimd to conlpiv \will) PI-CSI(Icnt's Fxccutiwe order No. It 240, C5.\59100 00020-1 1N\1ITXI ION TO 13 11) RO -- 12112103 BASIN 3 SANI'I'AR1' Si"?W1iR SYS'1'1-','M Rl l IA1:31LITATION CITY Oh .II:I*I-'I'RSON. NIISSOl1RI At least 2 perccrlt ofthc contract amount shall he expended f()r Minority Business Entet7lrises, The Owner reserves the right to reject any or all Bids and to waive all inthrmali tics riot involving price, tirnc or changes in the Work. A prebid eonfet-ence will lie held in the Main Confeivicc Room of Hyde Park Maintenance Facility, 2320 Hyde Park Roacl..lcffcrsotl City, Missouri 65109 on the 13th dayof.lanuary,2001.at 1 :0011.111. local tilllc. CITY OF .Ii FI-ERSON Ms. 'ferry Stephenson Purchasing Agent END OF DOCUMENT 00020 C5X59100 00020-2 INVITATION TO BID RO-- 12/12/03 13ASIN 3 SANI'T'ARY SEWER SYSTEM Rl"HABILITATION CI'T'Y OF ,IE-FT1. RSON, M.ISSOIJRI INDEX FOR INSTRUCTIONS TO BIDDERS ARTICLE1 DEHNI;1) 'I'L:RMS.............................................................................................................................. 1 ARTICLE 2 -- C.'0E'lES 01' 131DD1NCi UG(:;i iMEN 1'S........................................................ ...................................... 1 ARTICLE 3 —QUALIFICATIONS OF 13 IDDL RS.................................................................................................... 1 ARTICLIA - EXAMINATION OP BIDDING DOCUNIENfS, RELATED DA'T'A, AND SI TI:...........................2 AR'T'ICLE 5- PR.E431I) CONFE'RENCI?.................................................. ...............................................................5 ARTICLE I,,- AVAILABILITY 01: I,ANDS FOR WORK, C:I'C'.............................................................................5 ARTIC1,11" 7-- INTERPRETATIONS AND ADD END A.............................................................. ............................5 ARTICLE8 - 1:311) SE:C;URI'I'1'.. .......... ............................... ..................................................... ..............................6 ARTICLE9— CONT'RAC'T"I'1M1?5...........................................................................................................................6 ARTICLE10 LIQUIDATED DAMA(i1?S..............................................................................................................6 ARTICLE I 1 - SUBSTITU'TI AND "OR-EQUAL" IT EMS........................... ........................................................6 ARTICLE 12 -SUBCONTRACTORS.SUPPLIERS AND O"I'IIERS......................................................................7 ARTICLE 11 - I'll CI'AllATION O1' L31I.)..................................................................................................................8 ARTICLE 14 - BASIS OP BID; F.VALUATION 01' BIDS.................................................................... .................9 ARTICLE15 -S11BWI`I'A1.OI' 1311) ..................................................................................... ................................9 ARTICLE' 16- MODIFICATION AND WITHDRAWAL 01' 1311)........................................................................ 10 AR'T'ICLE 17 - OPENING 01, BIDS............................................... ........................................................................ 10 ARTICLE 18 - BIDS TO REMAIN SUBJECT TO AC:C'EPT ANCIi.......................................................... ........... 10 ARTICLE19 - AWARD OF CONI'RACT.............................................................................................................. 10 ARTICLE 20 C'ONTRAC.T SECURITY AND INSURANCE... .......................................................................... I 1 ARTICLI 21 -SIGNING Oi'AGRI-1:MI'.N"I'......................................................................................................... 12 AR'T'ICLE 22 - NTISSOURI SALES TAN. EM"'N IPTION........................... ............................................................ 12 ARTICLE -13 - SNIALI., IMINORITY, WOMEN'S AND LABOR SURPLUS AILI:A BUSINESSES.................. 12 ARTICI..E 2.1 -WAGE' RATE'S................................................................................................................................ 13 AR'T'ICLE 25 "BUY AMERICAN" PROVISIONS............... .................................................................... AR'T'ICLE: 26 - MISSOURI PRODUCTS-.............................................................................................................. 14 AR'T'ICLE:27 . NIISS01l111 FIRMS, .........*............*....... .......*......,..... ...,....... la AR'TIC'LE: 28 - D1a.3ARRii), SUSI'IiNDI?L), :1N1) VO1..1.)N"1'Altll.l' 1'sNC'LUUEI) FlItMS ............................... 14 ARTICLE 29 ... SMALL BUSINT:SS OPPORT UNIT)............................................................................................ I j C'5X59100 00100--i INS"T'RUC"T'ION I'O BIDDERS R0 - 12/12/03 BASIN 3 SANITARY SC?Wt;12 SYS'C'i:M iZE.I1ABILiTATION CITY OF .I EI i'1?RSON, M ISSOI JR I DOCUMENT 00100 - iNSTRU CFI 0NS TO I31DDL?RS ARTIC:'LF 1 - DEi,INED TERMS 1.01 'Perms used in these Instructions to Bidders will have the incanin,gs indicated in the Gcneral Conditions and Supplementary Conditions. Additional terms used in these Instructions to 13iddcrs have the nicamngs indicated IheloNv which are applicable to bout the singular and plural thereof. A. Bidder- - 'Fhc individual or entity who submits a }aid directly to OWNER. B. Issuing Q11ice - 'rile office from r:hich the 13iddillg DOC1.1111entS arc to be issued and where the bidding; procedures arc to he administered. C. successful INrcldc•r - 'file lowest responsible Bidder submitting a responsive Bid to whom OWNER (on the basis of OWNI .'s evaluation as hereinafter provided) makes an award. D. !timer -- City of.lcf'fcrsoll, Missouri C. 1:ngincor -- Jacobs Civil inc. ARTICLE 2 - COPIES 01' RIDDING DOC'UMI;NTS 2.01 Complete sets of the Bidding D(CUn1C11tS in 111e number and for the non-refundable sum, if any, stated in the Advertisement or invitation to [aid may he obtained from (lie Issuing; Orficc. 2.02 Complete sets of Bidding Documents must he used in preparing Rids; neither OWNER nor ENGINEER assumes any responsibility fir errors or misinterpretations resulting ft'om the use of incomplete sets of Bidding L)oclilnenls. 2.03 OWNER and I,'NG NI1I;R ill makinz copies of Biddim, DOCLimCntS trvailahle on the above terms do so only for the purpose of ohtaining Bids for the Work and do not conrer a license or grant 161- any (tiler use. ARTICLE: 3 - QUA L,IFIC'ATIONS (11 131D1)I1.RS 3.01 To dcnionstratc Bidder's clualilk,'10uns to perlorm tic Work, within live clays of OWNER's rattiest Bidder shall suhniit written eviderice such as financial data, previous experience, present commitments and ()tiler such data as may be requested. 05X59100 00100- 1 INSTRUCTION TO 13IDDEIZS RO --- 7/17/03 BASIN 3 SANITARY SF"I FIR SYS'I'I?M RE]I Ali lLITATION CITY 0F .]FFI-TRSON, NIISSOI JRI ARTICLE, 4 I NAM.INATION OF BIDDING DOC'( WII NTS, R1:LA'1'1 D 1)AT.A, AND SVIT' ,. 4.01 Subsurfircc and Physical Conditions A. The Supplemen fill-• Conditions identi fy: 1. "Those reports ol• explorations ;utd tests of subsurface conditions at or contiguous to the Site the I.NGIN(?I:It has used m preparing the Bidding Docurncnts, 3. Those drawimis (.)I' physical conditions in or relating to existing sur(acc and subsurli►ce structures at or conti9 uous to the Site (except Underground Facilitics) that FN(iINI'.F;R has used in preparing the Bidding Documents. 13. Copies o1• reports and drawings referenced in paragraph 4.01.A will be made available by OWNER to any Bidder on request. Those reports and drawings are not part of the C'onlract Documents, hilt rile "technical data" contained therein upon which Bidder is entitled to rely as provided in paragraph 4.02 of the General Conditions has bcell icicntiliecl and established in paragraph 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any "technical data" err• any other data, interpretations, opinions or m1lorrnatior► Contained in such reports or shown or indicated ill such drawings. 4.02 Underground Facilities A. lrrfl,rnuttion and data shown or indicated in the Bidding Documents with respect to existing Underground Facilitic:•s at or c011611uotrs to the Site is based upon information rind data furnished to OWNER and I:NGINh1:R by owners of' such Underground Facilities, including OV:'NI R, or others. Bidder shall be responsible (or U11der."rouncl Facilities as indicated in paragraph 4.04 of the Gencral Conditions. B. C'opics of reports tu►d drawings relercnced in paragraph 4.02.A will be made available by OWNI:;R to any Bidder on request. Those reports and drawings arc not part Of* the Cc HINIcl Documents, but the "technical data" contained therein upon which BilldCr is entitled to rely as provided in paragraph 4.06 ofthe Gencral Conditions has been iden(lfied and estahlishcd in paragraph 4.06 of the Supplcrnerrtary C'orrditions. Bidder is respo►7sihle I-or any interpretation or Conclusion Bidder from .toy "technical data" or any other data, interpretations, opinions of' i►11i0rr»a►iun contained in such reports or shown or indicated in such C'5N59100 0(JlUO 2 INSTRUC"fION 'IO BIDDERS RO 7/17/03 13ASIN 3 SANITARY SI;WI"R SYSTI;IvI RI:i 1AII11,1'T'ATI()N CI'T'Y (')i- ,it?i I frIZSON, MISSOURI 4.03 Hazardous Environmental Condition A. The Supplementary Conditions identify those reports and drawings relating to a Hazardous Environmental (londition idcrltilicd at the Site, if any, that EN(_;INE'ER has used in preparing the Bidding Drlcunlcnts. B. C,ol)ics of reports nd drawings rcCeretiml in paragraph 4.03.A w111 be mac e available by OWNER to any Bidder on request. 'I'hosc reports and drawings are not part of the Contract Documents, but the "technical data" contained therein upon which Biddcr is entitled to rely as provided in paragraph 4.06 of the General Conditions has been identified and established in paragraph 4.06 of the Supplcnrcrltary Con(litions. Biddcr is responsible for any interprctation or conclusion Bidder draws from any "technical data" or any other data, interIvetations, opinions or• hil'ornlation contained in such reports or shown or indicated in such drawings. 4.04 Provisions concerning responsibilities gar the adequacy of data furnished to prospective Bidders with respect to subsurface condition.,;, other physical conditions and Underground Facilities, and possiblc changes in tic Bidding Documents due to differing or unanticipated conditions appear in i'aragraphs 4.02, 4.03 and 4.04 of the General Conditions. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders wish respect to a I lazardous Environmental Condition at the Site, if any, and possiblc changes in the Contract Documents due to any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in the Drawings or SI)ecifications or identified in the Contract Documents to be within the scope of the Work appear in Paragraph 4.06 of the General Conditions. 4.05 On request, OWNER will provide Bidder access to the site to conduct such examinations, investigations, explorations, tests, and studies as Biddcr deems necessary for submission of a Bid. Bidder shall fill all holes and clew; up and restore the Site to its former condition upon completion of such explorations, investigations, tests and studies. 4.06 Reference is made to Section 01 100-Summary for identification of the general nature of other work that is to be performed at the Site by OWNER or others (such as utilities and other prinic contractors) that relates to the Work for- which a Bid is to be submitted. On request, OWNER will provide to each Bidder for examination access to or copies of Contract Documents (other than portions thereof related to price) flOr such other work. 4.07 It is the responsibility of each Biddcr before submitting a laid to: A. examine and carefully study the Bidding DoC11111e11ts, including any Addenda and Other related data idcnlifiec.l in the 131clding Documents; B. visit the site and heconlc lanliliar with and satisfy Bidder as to the general, local 11114 Site COndltiOnS that Illay af'(ect cast, progress, laid performance ofthe Work; C5X59100 00100-3 INSTRUCTION TO BIDDERS RO — 7/17/03 J� 5 BASIN 3 SANiTARY SI?WFR SYSTEM R I d IA1311,ITATI0N CITY 0E7 .I1 FFL'IRSON, MISSOURI Cl. become familiar with and satisfy Bidder as to all federal, state and local Laws and Regulations that Islay affect cast, progress, or performance of the Work; D. carefully study all reports of explorations and tests of'subsurface conditions at or contiguous to the Site and all drawings of' physical conditions in or relating to r existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragrapli 4.02 of the General Conditions, and carefully study all reports and drawings of a l larZardous Ealviromilcntal Condition, if any, at the Site which have been identified in the Supplementary Conditions as provided in paragraph 4,00 elf the General Conditions; r E. obtain and carefully study (or assume the responsibility for doing so) all additional or suPplumenlary exaillinations, investigations, ex1)loratloils, tests, studies, and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the Site xvhich may affect cost, progress, or performance of the Work or which relate; to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including ally specific means, methods, techniques, sequences, and procedures of construction expressl_Y rcquircd by the Bidding Documents, and safety precautions and programs incident thereto; F. agree at the time of sullitlitting its Bid that no further examinations, investigations, explorations, teats, studies. Or data arc necessary for the determination of' its Bid for performance of the Work at the hid price and within the times and ill accordance with the other terms and conditions of the Bidding Documents; G. become aw,u-c of the general nature of the work to be perlonlled by OWNER and others at the Site that relates to the Work as indicated in the Bidding Documents; 1-1. correlate the Hif'Ormation known to Bidder, information and observations obtained from visits to the Site, reports and drawings Identified ill the Bidding DOCLIIi1CntS, and ail additional examinations, investigations, explorations, tests, studies, and data with the Bidding 1.DOCLIMCIltS; 1. promptly give 1_.NGINI:E;R written notice of all conflicts, errors, alnhigUities, or discrepancies that Bidder discovers in the Bidding Documents and confirm that the Written I-CSOIL111011 thereofh_y [,NG1Nl--'F1R is acceptable to Bidder; and J. determine that the Bidding; DOCUI11ClltS arc fIcnerally sufficient to indicate and cculvcy utlderst;ulding elf- all terms and conditions for the performance of the Work. Of— 05X59 00 100-4 INSTRUCTION TO 13IDDE-RS RO '-- 7/17/03 13ASIN 3 SANITARY SFWFR SYSTFM RI:IIABILITATION CITY OL .II.F F,RSUN, NIISS01 iRI 4.08 The subinissiun of a Bid \vill constitute an incontrovertible representation 1)y Bidder that Bidder has complied with every requirement of this Article 4, that without cxception the Bid is premised upon perfornlnig and I'urnishing the Work required by the Bidding Documents and applying ,.Illy specilic illeans, methods, techniques, sequenccs, and procedures of construction that may be shown o►• indicatcd or expressly required by the [:lidding Docurllcnls, that Bidder hers given F.NGINI7I:R written notice of all conflicts, errors, ambiguities, and discrepancies that Bidcicr has discovered ill the Bidding DOCLIr11e111S and the written resolutions thcrcof by 1:NGINEI?R are acceptable to Bidder, and that the Bidding Documents are ;;cncrally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. ARTICLE 5 - PRL*431D C'ONFE'Rf:NCE' 5.01 A prc-laid conference will he held at the time and location noted in the Invitation to Laid. Representatives of OWNF'R and 1 NGIN► I:R will he present to discuss the Proiect. Bidders are encouraged to attend and participate in the conference. ENGINETR will transmit to all prospective Biddcrs of record such Addcnda as ENGINF,L;R considers necessary in respollsc to questions arising; at the conference. Oral statements may not he relic,i upon and will not he binding or lemally cflcctiye. ARTICLE 6 _,. AVAILABILITY OF LANDS FOR WORK, L.: FC. 6.01 The Site is idcntificd Ill the Bidding Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment, or storage of materials and equipment to he incorporated in the Work are to he obtained and paid for by CONTRACTOR. L ascmcias Ibr permanent structures or pernlzulcrit changes in existing Iac.ilitics arc to be obtained and paid fin• by OWNER tlllle5s otherwisc provided in the Bidding Documents. ARTICLE 7 - INTERPRETATIONS AND ADDI NDA e 7.01 All questions about the mC lim , or intent of the Bidding Documents arc to he directed to ENGINEF'R at .lacohs C'ivil Inc, 501 North Broadway, St Louis, MO 63102 Attention: Ms. Susan Falulcstock; Telephone: (3 14) 335-•3021 , Lax: (31 4) 335-5141 . Interpretations or clarifications considered necessary by FNC:iINL;I-'R in response to such questions will he issued by Addenda nulilcd or delivered to all parties recorded by EN(JINEER as havilw rccei%cd the Bidding Documents. Questions received less than ten days prior to the dale for opcllill" of Bids may not he answered. Only questions answered by Addenda will he hindirlL;. Orai and other interpretations or clarifications will he without legal 08001. C5X59100 00100-5 INS HOJC TION TO BIDDERS RO -- 7/17/03 BASIN 3 SANITARY SHWEIl SYSTEM M.-IiABIi.ITATION CITY Oh ,1i111.1 SON, MISSC)IIRI 7.02 Addenda rl11IV be issued to clarify, correct, or clh-.urge the Bidding Documents as deemed advisable by OWNFIl or FNGINl 1:R. ARTICTU 8 lily) SI?C1 IRITY 8.01 A iaid n1uSt lie accompanied by Bid security made payable to OWNER in an amount of five percent of Bidder's maximum Bid price and in the firm of a certified or bank check or a laid Bond on the Form attached issucd by a Surety n►ecting, file requirements of paragraphs 5.01 and 5.02 of the General Conditions. 8.02 The Bid Security of SUCCCSSIUI Bidder will he retained until such Bidder has execute(! the Contract Docunlents, furnished the rcguired contract Security, and n1c:t the other conditions of the Notice of Award, whereupon the laid Security will he returned. If the SucceSS11'L11 Blddcr filils to execute and deliver the Contract Documents and furnish the required contract Security within 15 days after the Notice. cif Award, OWNER may annul the Notice of' Award and the Bid security of that Bidder will be lbr(cited. The Bid Security of other Bidders whom OWNER helievcs to have a reasonable chance o(' receiving; tilt award may lie retained by OWNER until tic carlie' of•Swell dayS after• the Ef ective Datc of the Agreement or 61 days after the Bid opening. whc►•eupon Bid security furnished by Such Bidders will be returned. 8.03 Bid Security of'other Bidders whom OWNER believes do not leave it reClsorhable chance of receiving the award will be returned within seven clays after the Bid opening;. ARTICLE 9 - C'ONTRAC T TIME'S 9.01 The nunlhcr of clays within which, or the dates by which, the Work is to be (a) Substantially C'onlpletcd and (b) also completed and ready (or final payment are set firth in the laid Borah and the Algrccnicnl. ARTICLE' 10 - 1.101 IiDATI;D DAMAOF'S 10.01 ProyiSlonS file lie I uiclrlted darrlagcs, if ally, are set 1,61-111 in the Agreement. ARTICLI" 1 I - SUHSTITU"fl- AND "OR-H)l IAL" I ff EMS 11.01 The Contract, if aw:u•ded, will lie on the Iasi~ of nlaterialS and e(Iuil)nlcnt specified of described in the liidcling; DocL1111en1S, or 1110SC "or equal" n►atcrials and e(luilinlerit approved by I1.N(;INFFk and identified b,• AddCli lung, The materials and equipment described in the kiddint', I)orunlcnts establish a Sullidard of required tyre, function and duality to hL' 1111.1 by MI\' proposed "or-equal" item. No Ocin of material or equipment C 5X59100 00 100-0 iNSTMJC TION TO HIDDC?RS R0 7/17/03 BASIN :3 SANI'T'ARY' SI:WI?R SYSTEM RI:IIAII11 ,I'1'ATION CITY OF .IFFFF14SON, N1ISS01 1Rl will he considered by FNOINI1.IT, as un "or-eclnal" hatless written rc(Iuest for approval has been submitted by Bidder. 'file hurden of proof of the merit of thc: proposed item is upon Bidder. 11.02 No requests (or Ipproval of suhstitutC materials or equipment, as dclined ill ill(- General Conditions, will be permitted during Illc biddilll, proccss. Substitutes will he considercd only after the L:Ilective 1)atc of' the At,rC011Cnt, In aCCUrd;ulcc with the I)roCCdUrCS Ill the (icticral ('onditions. 11 ,03 Provisions of this article shall only he avall;Il)Ic to qualified Bidders of the cntire project. They shall not he avail;Ihlc for subcontractors, Illak'nallucrl, or Suppliers. If a dualificd BiddCr wishes to proposC In "or equal" item 16r any item reyucsted in the Bidding Docun lull is, or dispute of protest any provision contained in the SI)CCIIica6011S, such rcquCStS Inllst he filed no later than two weeks front the initial advertisement for Bids. The rccluest shall hC filCd with the ('ity in IripliCatC dirCCtcd to the Purchasing Division, who shall forward .1 Copy to the Wastewater l llihtics DIvIsloll \N ithin the Department of (,olllllllllllty Developillcilt 111d ill(: E;Iw DL-INIrtrllerlt. Any request Im an "OI' equal" approval, or protcsr. or dispute elf a provision, shall include a detailed basis upon which the qualified Bidder relics fi)r assc:rtilwl its protest or rccluest, all information rcquircd undCr ('on(lition 0.01 of the General ('unditions and the specific contract provision or provisions relating to the protest or request. Within 14 days of the elate of receipt of the l)rr,tCSt 01' I'Cclucst 101' "or equsll" determination, the City, through its Wastewater Utilities Division Director, shall review the claim and take ollc of llle following actions: l, Deny the protest or(lisl)ute or deny the recl►ICSI. 2. Agree to the request or protest and issue appropriate addenda to a qualified Bidders. All decisions of'thc Wastewater (ltilitieS DIViSI0Il I)irCCtor undCr this provision shall he final. ARTIC I.I:: 12 - St113C'ONTRAC TORS, St 1PITIFIRS AND OTI Il"IRS 12.01 If the Supplementary ( ondlti011s requlrC the identity of Certain Subcontractors, Suppliers, individuals, or entities to he suhmittccl to OWNI:R in advance of'a Specified date prior to the 1".fli;ctive Date of the Agreerllcnt, the apparcnt tiuccess I'll l Biddcr, and any other Bidder So I'C(IL►CSICd, Shall submit to OWN1,R a list of Ill Such SLlhcontracturs, SLlppliers, individuals, or entities prl.rposcd for those portions of the Work for which such identification is rc(Iuiled. Such list shall he acc:ompanicd by ;ul experience statement with pertinent ill l61-111alloll rck,arding .Similar projCets ;uul other cvidcncC of (IualifiC;ltion far Cacti such Suhco111r,1001', Supplier, individmd, or entity 11' rcgncsted by OWNER. 11' OWNER or I-:N(iINkFIR, after (Ili(: Investl`;ati(A ), has rCISOnahle objection to any proposed SllhCOI1lraC1OI', Supplier, indIVId ;►l, or malty, OWNI-IR nay, hefure the Notice of Award is given requCSt al)parCnt sllcccssful 13iddCr to SIIbIllit a SuhstitutC, withclut un increaSC In Bid liner. 12.02 11' apparent Succe,;skll Bidder declines to nclk(• Inv Such snhstitution, (AVNI"R relay award the (.'ontract lu 111C 11Cx1 Iu��CSt Bidder th;Il proposes 14) use acceptable C'5X5Q100 00100.7 INS'1 M 1(' I ION TO 131DDF'RS R0 7/17,10:3 BASIN 3 SANITARY Si;WF,R SYSTI?M REiIABiLiTATION CITY OF,IEFF'13RSON, MISSOURI Subcontractors, Suppliers, individuals, o►' entitles. Declining to make requested substitutions will not constitute grortnds for fot'feitUl-C of the Bid security of any Bidder. Any Suhcontritctor, Supplier, individual, or entity so listed and against which OWNER or ENGINEER makes no written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNEI: and ENGINEER subject to revocation of such acceptance after the Effective i_)atc of the Agreement as provided in paragraph 6.06 of the General Conditions, 12.03 CONTRACTOR shall not be required to enll-iloy any Subcontractor, Supplier, individual, or entity against whims CONTRACTOR has reasonable objection. ARTICLE 13 - PREPAi;.ATION OF BiD 13.01 The Bid florin is included with the Bidding Documents. Additional copies may be obtained from the Issuinfr Office. 13.02 All blanks on the Bid form shall be completed by printing in black it+k or by typewriter and the Bid signed. A Bid price shall be indicated for each Bid item listed therein. 13.03 A Bid by a corporation shall be executed in the corporate name by the president or a vice- president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed and attested by the secretary or ail assistant secretary. Tile corporate address and state of incoiporation shall be shown below the signature. 13.04 A Bid by a partnership shall be CXCCritCd in the partnership name and signed by a pailner (whose title must appear under the signature}., accompanied by evidence of authority to sign. The official address of the partnership shall be sllolvn below the signature. 13.05 A Bid by a limited liability conlpany shall be cXecutecl in the manic of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be. shown helow the signature. 13.00 A Bid by an individual shall show the Bidder's name and official address. 13.07 A Bic! by (r joint venture shall be executed by each ,joint venturer in the manner indicated on the Bic! form. The official address of the joint venture shall be shown below the signature. 13.08 All names shall be typed or printed in black. ink below the sif;rtatures. 3 09 �e Bid shall contain ail :acknoxv edam 'i o ' • > > ' l. . The i I ,, �� It 1 icc�ll t c 1 ,ill Addenda, the numbers of which shall be filled in on th'.. Bid horns. 13.10 The address and telephone n►nnher lt)r Conllriunications regarding the Bid shall be shown. 05X59100 00100-8 INSTRUCTION TO BIDDURS RO -- 7/17/03 BASIN 3 SANI'T'ARY SEVER S1'S'1'1,-'.M IZL'111ARI1. ITATION CI'T'Y 017 ,IEl"FERSON, MISSOURI 13.11 The Bid shall contain evidence. of Bidder's authority and qualification to clef business in the state where the Project is located or• covenant to obtain such qualification prior to award of the Contract. Bidder's state contractor license number for the state of the Project, if any, shall also be shown on the Rid forul ARTICLE 14 - 13ASIS OI- MD,, EVALUATION OI" 1310S 14.01 Unit Priccs A. Bidders shall submit a Bid on a unit price basis 161. each item of Work listed in the Bid schedule. B. The total cif all estimated prices will be determined as the sum ol' the products of* the estimated quantity o1'each ilcm and the unit price Bid fin• the item. The final quantities and Contract Price will be determined In accordance with paragraph 11,03 of the General Conditions. C. Discrepancies between the multiplication of units of' Work and unit prices will be resolved ill favor of the unit prices. Discrepancics between the Indicted surn of any column of figures and the correct sum thercof'will be resolved in favor ofthe correct slim. Discrepancies between words and figures will he resolved in favor of the words. ARTICLE, 15 - SUBMITTAI... OF BID j15.01 Each prospective Bidder is furnished one copy of' the Bidding DOCLI111CI1tS with one separate unbound copy each of the 131d li01-111 and, if required, the laid Bond. The unbound copy of the Bid (`61-111 is to be completed arld subnlittC(I with the Bid security and the billowing data: A. Rclluired Bidders Ouglification Statcnlcia with supportinf; data indicated by "StalelllCilt oI Bidders QLMIHICa6011S". B. EPA Region V11 Minority and W0111cn's Business Enterprise Utilization Worksheet. C. C'crtifrcation regarding Deharmcnt, Suspension, and Other Responsibility Matters. 15.02 A Bid shall be submitted no later thMl the date '111(1 time prescribed and at the place Indicated in the advertisement or invitation to Bid and shall he enclosed in an opaque sealed unvelope plainly marked with the Project title (arid, if applicable, the designated portion of the Project (of- which the BX1 is su111111 ted), the name and address of Bidder, and shall be acconlparlled by the Bid security and other' N(IIIIrCll de)CUMCI11S. If 1110 Bid i5 sent by Inall or other delivery system, thr SC,1IC l envelope containing; the Bid shall be enclosed in a separate envelope plainly limi-ked on the outside with the notation "BID ENCLOSED." Bids suhnlittcd by I i imile will not be accepted. A mailed [aid shall be C5X59100 INSTRUCTI0N TO 131DDERS R0 - 71117/03 i BASIN 3 SANITARY Sl Wl:R SYSTEM REIlA1. ILIT'ATION CITY OI JEI*, ERSON, MiSSOURi addressed to: Purchasing Agent; City of .Icfferson, Missouri; 310 East McCarty Street; .IciTcrsotn City, ititissotrri 65101. ARTICLE' 16 - MODI1'1C:'ATION AND WITHDRAWAL OF 1311) 16.01 A Bid may lie modified or withdrawn by an appropriate document duly executed ►n the manner that a Rid must he execuled and delivered to the place where Bids are to be submitted prior to the (late and time 1101- the opening of Bids. 16.02 lf'within 24 hours alter Bids arc opened any Bidder files a duly signed written notice with OWNF1t and p►omptly thereafter (icn►onstratcs to the rcasonahle satisfaction of OWNER that there was a material and substantial mistake in the preparation of its I3id, that Bidder may withdraw its Bid, and the Did security will be returned. Thereafter, if' the Work is rebid, that Bidder (vill be disqualified front further bidding on the Work. ARTICLE 17 - OPENING; OF BIDS 17.01 Bids will be opened at (lie tinic and place indicated in the advertisement or invitation to Bid and, unless obviously non-responsive, read aloud publicly. An abstract of the amounts of the base Bids and major alternates, if any, will he made available to Bidders after the opening, oi'Bids. ARTICLE 1S - BIDS TO it MAiN St.If.3,iL;C'"I' "1'O M.'CI PTANC'i 18.01 All Bids will remain subject to acceptance 16r the period of tune stated in the Laid form, but OWNER may, in its sole discretion, release any (aid and return the I3id security prior to the end of'this period. ARTICLE 19 - AWARD 01' CONTRACT T 10.01 OWNI R rcs(xves the right to reject any or all Bids, inr..luding without limitation, noncortlornling, nonresponsive, unbalanced, or conditional Bids. OWNER further reserves the right to reject (he fild of any Bidder whom it finds, after reasonable inquiry and evaluation, to be non-responsihlc. OWNE'K may also reject the Bid of any Ri(I(ier if OWNf:R helieves that it would not be in tic: best intcrist o1-the Project to make ill award to that Bidder. OWNER also reserv,,�;, the right to waive all i►ifor►nalitics not involving price, time or ch;►nLcs in tine Work. and to rtcgotiatc contract terms with the Successful Bidder. 10.02 More than one Bid Im the sarnc Work from an individual or entity under the same or different names will not he considered. kcasoltahlc grounds fir believing that ally Bidder C5X51)100 00100- 10 INSTRUCTION TO BIDIXf:RS RO - 7/17/03 BASIN 3 SANITARY SI ER SYSTEM Rl"IIABILITATION CITY OF .1i?I-Ff RSON, MISSOURI has all Interest in more than one Rid for the Word: may be cause for disqualification of that Bidder and the rejection ofall Bids in which that Bidder has an interest. 19.03 In evaluating Bids, OWNER will consider whether or not the [aids comply with the prescribed requirements, and such alternates, unit price:; and other data, as may be requested in the Bid Form or prior to the Notice of Award. OWNER also may consider the operating costs, nlaintcnal)CC I'C(It111'C111CI1tS, performance data and guarantees of111alor itellls ofmatcrials and equipment proposed foe' incor'1)oratlon in the Work when such data is required to be submitted prior to the Notice of Award. 19.04 In evaluating Bidders, OWNI,'R will consider the qualifications of Bidders and may consider the qualifications and experience of Subcontractors, Suppliers, arlca other individuals of cntitics proposed for those portions of the Work for which the identify of Subcontractors, Suppliers, and other individuals or entities must be submitted as provided in the Suppiementary Conditions. 19.05 OWNER may conduct such itivestigations as OWNER deems necessary to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers, individuals, or entities to perform the Work in accordance with the Contract Documents. 19.06 If the contract is to he awarded, OWNI R will award the Contract to the lowest responsive, responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will he in the hest interests of the Project. 19.07 In the event that a protest, diSI)Ute or claim arises out ol' procurement as related to this Contract, 11111eS5 OWNER decides to reject all Mils, the Ihllowlll.; prOMIUres shall be followed for filing, review and resolving said protest, dispute or claim: A. File written protest in triplicate with the City PUrchasing Department within five working clays of tile. occurrence, citing the basis of' protest or claim, and the Contract provision relating to the protest or claim. 13. Within 14 days of receipt elf'protest, OWNER will act oil the claim and take one of the li)Ilowilig actions: I . Delly the protest or clmlll. 2. Agree to the protest or claim. C. All decisions cif OWNER Under this provision shall he final. ARTICLE 20 - CONTRACTS F'C'f 1RITY AND INSURANC F.' 20.01 Article 5 of (lie General C'onditiorls, as play Ile nlodif Cd by the Sttpplenlcntary Conditions, sets firth M NI;R's PAILlirenlerlts as Io pel'Ic:11'111,111ce and payment Bonds and insurance. �Yhcll the SUCCCSS1111 Bidder delivers the executed Aureement to OWNER, it must he ,accompanied by Such Bonds. (IS N5910O 00 100-1 1 INSTRUCTION TION TO BIRD RS RO -- 7/17/03 i BASIN 3 SANITARY SFWFR SYS FM R111ABII.I'i'ATION CITY Oh ,1I FFFRSON, MISSOURI Awricu,; 21 - SIGNING; 01, AGRI'F""ENT 21.01 When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the rcduircd nu►nbcr of unsigned counterparts of the Agreement with all other Contract Docunicllts which are identified in the Agreement as attached thereto. Within 15 clays thereafter, Successful Bidder shall sign and ciclivcr the rc(ltlil•cd rlurllbcr of counteiparts of the. Agreement and attached documents to OWNER. Within tell clays thereafter, OWNER shall ciclivcr one (idly sigtlCd Counterpart to SUCCCSS(UI Bidder with ti complete set of*tile Dr Nvillu.s with slpproprlate ldcntilicatiotl. ARTICLE 22 MISSOURI SAI.,I:S "f'?\N EXEM ))ION 22.01 Missouri State Sales "Tax Law, Section 144.030, Paragraph 15, state:.; in part "Machinery, cgtliplllent, appliances and devices purchased or leased and used solely for the purpose of preventing, abating or monitoring water pollution, and materials and supplies solely required For the installation, construction or reconstruction 01' Such machinery, ec.Itlipnlcnt, 1pI)lianCCS stud devices. and so M-011cd as such by the Director of the Department of*Natural Resourcc;s" sine exempt from State and Local Sales and Use Taxes. Bidders shall include the provisions of this exemption status in their bids. It shall be the Contractor's responsibility to apply for and obtain the required sales tax exemption deterrnination. Application forms (Department of Revenue form DOR 3 f 8) for Salcs Tax EAcnlption - Water Pollution Control can he obtained by contacting the Missouri Department of' Natural RCSOUrCCS, P.O. I?ox 170, .lcflcrson (.'fly, Missouri 65102 or the Department of Revenue, P.O. Box 540, .lefte-i'SOn City, Missouri 65105 (573 751-2836). ARTICL.L: 23 - SMALL, NIINORITY, WOMEN'S AND LA13O1Z SURPLUS AREA BI.ISINF.SSES 23.01 Bidders arc: rccluired to complete the Minority tilt( Women's Business L:nterprisc Utilization Worksheet inc)uded in the (aid Fornl. '['lie MiUll-talents 101- Bidders tIre explained ill Region VII Procedures f6r Implementation of 40 C'FR Part 31 .36(e) which is included in Section 00520 ol'thcsc Blending Documents, 23.02 Bidders are required to expend at least two (2) percent of* ill(: contract, if' awarded,. fbr Minority Business l:rltelprise (MBE). Isar purposes of this commitment, the terns "Minority BUSinCSS I".ntcrprisc" shall nlc:an a business: • Which is at least 51 percent owned by one or more minorities or women, or, in the cast.: 01'a puhlidl ' ( wnul hllsincss, at )cast 51 percent of*tile stock o('which is owned by one or more minorities or women; and • Whose rnanagenlcnl and daily husirless operations ,i'c colslrolled by arse or more SUCH individuals. C 5X5(1)100 00100-12 INSTRUC TiON TO Blf DF.RS R0 7/17/03 13ASIN 3 SANI'{'ARY tiC?WI;R SYS'I'L M RNIABILI•1'ATION CITY OF .I F F ERSON, MISSOURI "Minority Group Member" or ,.Minority" nlealls a person who is ;.1 citizen of. I m flrl palllancnt resident ofthc I_illitcd States, Intl who is: ■ Black (a parson having origins ill any of the black racial groups of Africa); I lispanic 61 person of Spanish or I'ortt►gucsc culture \with origins in Mexico, South or Central America, or the Caribbean Islands, regardIcss of•rare); Asian American (I person having origins in any of (11C original peoples of the Fal. last, Southeast Asia, the Indian sub-continent, or the Pacific Islands); American Indian and Alaskan Native (a person having origins in ;lily (,)f the original peopl(:s of North Arrlcrlc.t); ■ 11.11ambcrs (,I* other groups, or other individuals, I01111d by tilt Small Business Administration under SCCtioll 5(a) of the S111a11 Business Act, as Irnctldcd ( I5 U.S.C. 037(a)( to he economically and socially disadvantaged. A (cmalc person who requests lo he corlsicicred as an NIM" and who "owns" ante "control~" I business as defined herein. Minority Business Enterprises play be employed as contractors, subcontractors, or suppliers. 23.03 Bidder will he required to certify that the minority firnl(s) cligagcd to provide materials or services in the completion of* this project: (a) is a bona fide Minority Business f ntcrpr•ise; and (h) has executed a bincillig contract to provide sfwcilic nlatcr•ials or services For a specific dollar nnlount. A roster of Kona fide Minority Business F11(crprisc firms will Ile fill-lashed by the City of .Icffi:r•son. 'I lie Kidder will provide written notice to the Liaison Officer of the City of ,ICffcrSo►1 indicatinf!: the Minority Business hnterprisc(s) it intends to use ill conjunction with this contract. This written notice is due live days aflt:r notification I(l the )O\VCSt bidder, C'crtilicatiun that the f�liuority Busirlcss f ntcrprisc(s) has executed a binding contract with the Hidder for n1.►terials or services should ho provided to the Mill. Coordinator at the lime the bidder's contract is submitted to the M{tl? Coordinator. Breach of this commitment constitutes .1 breach of the bidder's contract, if a warded. ARTIC'LI 24 \\'A(il•: h.1. FS 24,01 Wages shell he paid to each employee elly"lucd in I)l!- work ()n Ow project under this Contact Il a rate not less Iha►1 the pr•c."allim" I.IlC of \\';11,,('s fell' rill' p.il'1ICt1111' trade of, occupation in which he Is cngapcd, as issuc(I h.V the. I)Cpartn+CIII ol' f.Ibor III(1 Industrial Relations of llic Slate of Missouri. A ropy ol'thc State \Vi 11,c I Menu inatloll is iucludc(I in these Bidding Docun+Cnts. C'5X59100 00 100.•Ia INSTIOR'TIONTO BIDDf:RS RO 7/17/03 i BASIN 3 SANITARY SFWFR SYS'1'FM REA IABILITATION CI'T'Y OF .1 I'll FFT?RS()N, MISS()1!RI AR11CLE 25 -- "BUY AMT RICAN" PROVISIONS 25.01 In accordance with Sections 31.350 to 34.359, RSMo, all nrtnufactured goods or ccunnloditias used or surl)licd in the pal'6 nitulce of this work shall be manufactured, assembled or produced ill the United States, unless obtaining American-made products Would incl-ci.lse the cost of tllc contract by more than tell percent (I(Mo). ARTICLE 26 -- MISSOURI PRODUCTS 26.01 In accordance with Section 71 .140, RSMo, prefer-CI cc shall be given to MiSSOltri products. AR'T'ICLE 27 -- MISSOURI FIRMS 27.01 Pursuant to Seclion 34.076, RSM01, a preference shall be given to those persons doing business as Missouri tit-Ills, corporations, or individuals, or which maintain Missouri offices or places of'business, when the duality of perfonnance promise is equal or bcttcr and the price quoted is the same or less. In addition, in order for a non-domiciliary bidder to be successful, his bid must be the same percentage lower than a domiciliary Missouri blddel''s bid, as would be required fora Missouri bidder to succcssfully bid in the non-donliciliary's state. ARTICLE: 28 - DEBARRE;D, SLISP NDE-1) AND VOLUN-rARILY EXCLUDED FIRMS 28.01 Any Bidder or equipment supplier Whose firm or affiliate is listed on the General Services Administration (GSA) publication entitled "Lists of Parties Excluded Irorrl Fcdcral Procurement or Non Procurement Programs" will be prohibitcd from the bidding, process. Anyone submitting a hid Who is so listed will he determined to he a nonresponsive bidder. 28.02 A Contractor's Suspension/Debarment CerU(lcatic.ln will be contained in the specifications; however, this certification should not preclude any interested party from ascCl'taining whether the Certifying; 111-111 or person is actually on the list. The NIMR-W!"(1) will lorwar'd a copy of the list to grantees along with the first wage decision applicable to the project, and will maintain a copy of the most current list. To cletcrnhic a persons and/or firm's eligibility for award, contact the grantee's authorized representative, or the Financial Services Section at (573)751-1 192. C5X5Ol00 00100-14 INSTRUCTION TO BIDDERS R0 -- 7/17/03 BASIN 3 SANITARY SEWER SYSTEM REIIABILITA'rION CITY OF JEFFERSON, MISSOURI ARTICLE 29— SMALL BUSINESS OPPORTUNITY 29.01 Biddcrs shall take the following affirmative action steps in accordance with Section 129 of Public Law 100-590, Small Business Administration Reauthorization and Amendment Act of 193H; A. Placing Small Business in Rural Area's (SBRA) on solicitation lists; B. Ensuring that SBRA arc solicited whenever they arc potential sources; C. Dividing total requirements, when cconomicall,y feasible, into small tasks; or quantities to permit maximum participation by SBRAs; D. Establishing delivery schedules, where the requirements of work will permit, which would encourage participation by SBRAs; E. Utilizing the services of the Small Business Administration and the Minority Business Development Agency of the U.S. Department of Commerec as appropriate. END OF DOCUMI"N'r 00100 C5X59100 00100-15 INST'RUCT'ION `I'O BIDDERS RO._ 7/17/03 I iASI N 3 SA N I*I'A R N' �j I-"W 1:R SYSTI-A I R I-'I 1A I i 11,ITATi()N CITY ( )1- .1 1;1'1`1,R S( )N, N I I S S( )I I R I - 00300 - 1111.) FORM D O(A-)NI 1;N'l Pro.jcct Idenlilicalloll: Hasin 3 Sanitary SeNva System Rehabilitation City o(JefTcl-soli, M issmil-i I'llis Bid isSuhillinctl it): ("Ity of'.101'el-soll. Missouri 32() .East Nlc(',it*tv .Sti*cct .1cfTel-soll City, N/lissouri 05 101 1 .01 The undersigned Bidder proposcs and agrees, il, this Rid is acccptc(l, to clitel• into an Agi•ccillcill with (I)WNFR in the 11orm includcd in the Bidding Documents to perflorn) all Work as specified or indicated in tile Bidding Doctilliclits 1,61•the prices and within the times indicated in this Bid and in accordance with the other terms and Conditions ol,tllc Bidding 2.01 Biddcracccl)(s all of,dic terms and Conditions ol'(Ilc Advertisement 01' 11)Vitilti011 to Bid and Instructions to Bidders, including without limitation those dcaling with tic disposition 01,13id security. The Bid will remain subject to ICCCl)(,I11CC (or 60 days afler the Bid opening, or for such lollger period (.)(*tlllle that Bidder may agree to in writing upon request ol'OWNE-R. 3.01 Ill SLIh1llittll1L,1 Ibis Bid, Biddcl- 1'el)1'eselits, as SCL forth in the Agreement, that,. A. 131ddCH1,15 CXIll)illQ(l '111(1 carcRilly studied the Bidding Documents, the other related data iduntificd in the Bidding DOC'LIl1ICII1S, and the following Addenda, receipt of' which is hereby ackllO\VlCLh,Cd: AddClIdUln Numhcr A(Mclidum Da(c B. Bidder has visited the sitcand becollic filluili'll-willi and is satislial as to the cncral, local and Site Conditions Ill.,it may a(Tuct cost, progress, and pel-1,61-111,111ce of the Work. C. Riddur is l"'llililial• with and Is satisfied as to all Ileder"ll, stale and local Laws and RCLLlkltioll.S 111,11 IMP,' ;11'1'cci cost, progress, and perfol-11imcc of tile Work. 1). Bidder has carclully studied all: (I ) reports ol,explol',16011S arld tests ()('Sll11SLII-t1ICC Condition" at or contiguous k-, the Site and all drawillLS of physical COIIdi(i0lIq in or relating to existing sill-Flacc m. subsurface struchircS at or L'011ti�,IIICMS it) tile ,bite (cx(:Cl)t 1.11 Idel-groll Ild I acilitiesl which NIVU 1)(:ell i(IC11tified in the Supplementary Conditions" ) )"i dcd ill -1.02 ol'thc Condi(iols. and (2) report's, C5X5 )I Oo 00300-1 1.111) FORM RO — 121112/03 HASIN 3 SANl'I'ARY .1,;YS FNl ItHIA1411 I fA It >N ('I'I'Y OI; ,11':1'1'1-AkSON. NIISS k and (11-mvull,s ol• a I lazarclotls h:nvlronnlenlaf Colldllioll, if' nily. which has been identified in the sllpplelllellIal-y ('ondilions :ls provi►dell ill para��,ruph 4.0(► of flit General C'onditiolls. i;. Bidder Ilan obtained and carclidly studied (or assumes responsibility l61.having done so) ,111 such additional or supplementary examinations, investilrUiolls. explorations, teStS, stlidlCS ;111(1 data Cll11CCl'Iling collllllloils (stirl"Ice, subsllrlace alld I ndergrotlnd Facilities) al or contiguous to the Site which play aflcct cost, progress, or perturmance of* the Work or which relate to any aspect elf' file Incarls, methods, techniques, scqucllccs, and procedures of construction to be employed by Bidder, including applying file specific means, methods, techniques, scquenccs, iuld proccdur'es 01' COIISI I'Aion expressly required by the Ridding Documents to he employed by Biddcr, and safety precautions and programs incident thereto, 1 , 13iolder sloes not consi(I cr I mt any furthc►'cxa ill iIlaIinns, invcsI.Igatiois, explorations. tests, studies,of data arc lice cssary for tilt'(Ictel•►llinalio[I of this IIid 101'performance of the Work at the price(s) hid and within the ti111CS and in accordance with the olhci- terms and conditions elf the Bidding Documents. I. G. Bidder is aware of-the general nature( I'work to be performed by Owner and others at the Site that relates to Work as indicated in the Bidding Docunlctlts. 1-I. i.13iddcr has correlated the hil'ornlation known to 13idder, inlurmation and observations obtained front visits to the site, reports and dra.wlllgs identilicd in the Bidding Documents, and all additional CX,'lnlinillions, investigations, cxplol'Moils, tests, studies, and data with the Bidding D(wLinlcnis. 1. Bidder has given l:NGINH R written nutlet ofa11 conflicts, errors, ambiguities, or discrepancies that Bidder has discovered ill the Biddirll.; Docunlcnls, and the written resolution thereof h_v FMilNFf-`R is acceptable. 10 Bidder. I. "file Rlddirlg Ihlcun CIAS arc gcllcl'i►llv suflicicnt to indicate and eonvcy (III&rstarldulg of All M-111S and conditions lur tilt perlurrnancc u1 the Wi.wk fi)r which this Bid is submitted. 4.01 Biddcr further represents that tills Laid is genuine and not made in the interest of'or on behalf, of ally undisclosed individual) or cntily and is not sllhnlitted in conlilr•nlity with ally agree 6JllVo 'lll' M , l l oil; Bidder has [lot dircetly or indirectly induced ►11' solicited alnv other Biddcr to subnli► a false ur :;ham 13X1; Biddcr has not Solicited or induced any individual or cntily to retrain fi'o►ll bidclinl;; and Biddcrhas nut sollidit bycollusion to obtain fur itselfally aufvantage over any ol1►cr Bidderor over OWNFR. 5.01 B11. DP'k certifies bvcXeCll till u. the altached ITA Form 5700-49 that it, orally al'liliatc, is not ' prescildy debarred or suspended I'l-oill covered tram actions by any Icclural depa rlincnl or C'5X59100 (M.),(10-21 fill) FORM RO 12/12.'03 1:3ASIN 1 `ANITARY til:W FR Sti•ti'I FN1 RI,IIAI1I .1'I ATION a cncy, ill accol-ciarlcc with -40 t`TR -32 and k.secutive Orefer 1 15,11). 1311)1)012 will ohtairl certification~ rgnlydiIIg clebarn lei I I•l-oIII iIs suhcontracIors, 1 IDDI"R will maintain and Ictain such certificates in its lilcr; liar the 0111110011 Of t I W PR jcct. 6.01 Bidder will complete the Work in acc„rcl;mcc with the Contract Docunlcnts fin•the following pt•ices, UNIT PRI 'h; SCHEDULE ITEM DFNCRIPTION I"STINIATI1,'D IINIT II'I:M TOT.,\1, NO. Qt IANI T11`1' L 1N IT C-.STiNIA'1 HD L :unitary selvcr rehabilitation by aired-in-place lining IA 8-inch relining sanitary sewers 2011) L a� �p I B 10-inch relining sanitarysewcrs 1277 1,I' 1 C 12-inch relining; sanitary scwcrs _--- -�--3532 _ Y1'.I _ _3A..9.�?._ _l�_4_co2A 2 Sanitary server rehabilitation by internal cured-in-place repairs 2A 8-inch CIPP short liner 20-_ _ L?A 2B 10-inch CIPP short liner 2 f?A 2C 12-inch C'IPP short liner I FA 2D 8-inch internal lateral seal 3_____ _ C?A 3 - Sanitary server rehabilitation by _ Sealing atld root control -- 3A Root Control ----_.- 4(,ti(i - - h'l -1 3B 8-'inch pipe -joint lestln�; �^ -_3383 _ _ I. F /x� 3C 10-inch pipe -joint tcstillf' 37O I,F �.;��~ - �^ --_ _-- _- ___-- 1__—.__----_ 3D 12-inch pipe`joint testing; 913 L_I _I A6 3E Joint and pipe Scaling matcrialV--- -� 720 � -- GAL ,j. 0 D _ o.00 3F Joint scaling and testing, all sires_-- - _ 3O0—_ Y.JIN_I_ _/o:o D __��QQ •o0 3G Pipe (lc;lccl scaling and testing -^ I U -- --I'A__/'0 :0C) -_- . _.._/QQ• DO_ 4 - Sanitary server rehabilitation by pills relay 4A 5-Illell hips 1-clay (1 f,l' 1101 tuJIML-d not required 413 10-inch hips relay 24 1-1' 33u•av oo 4C 12-inch pipe relay 0 1 (; 11.1 icqunc0l n.1 rcquacd C5X59100 00 300-3 , ' 1311.) I'UC�t11 RO 12/1 2/03 11ASIN .1 SANI I';\I:l' `;I'\\'I It ';1'ti"I'I ,\1 10,11AIill HA I IOti m CI IN O1- ,11;1-FI'I SON. ;\IISSOl RI UNIT PRICE,ICE, SCIII-A LE" continuer( st-wer rehabilitation hN• extel•nal }mint repairs SA Point rcl).1irs 10 s.1Ilital v sewers ') f' 1 y , !v of yl, 9,56.00 511 New ntallhulc ? I A 0 Sanitary manhole rehabilitation by cementitious repairs c►A t'cluc1ltillous relining; ol'Cn(ll'c 104 1-I: nlatlhoic 9S.D L Z) 9 -.. 01.1 Cell1cntltimis patch ;Intl relmir ol, portions ol'nlailholus 1;5•DD /I $`}S.OJ OC Rebuild tllulnhole hcnch and charllle) I X111 I 5'1)0.00 ao• oc� G17 lnlprrrve or 1i61.111 more atlecitlatc Ilow ti ill l control a50 00 l .�'', DD 0. 60 7 Sanitary manhole rehabilitation by chemical scaling; 7A _ Chemical scaliniticlects at manholes �1t17 �_`�-- j �jo5•oo�M�3,33S.oa R Sanitary manhole rehabilitation by epoxy lining; 8A ` F'poxy lining of,clltil•C manhole - — -- O \ out tcituucel Y uul rcyuire�l 9 Sanitary rrrantrole rehabilitation by ._ frame and cover repairs 9A ~ RL:iel. r�Inn: to and seal I• - -----'--- �_.—. �.—__� COl'1)C1/Ch4111rtC�• _ _ _ _ _ _ �� IOD.d_ .._,;�(,�� DD•DC� x)13 —, sual frarrlc/c.hinlllcy to corbel; SF\\' R SYS'l Pil R1 1IAlill.f'l A] It iN CI IN ( )1; .1I.I'I'I'kS()N, NIISS( ►l iRI i Unit Price Schcdule (.)cfinitions Item IA. R-inch relining sanitary sewers. Paynle:nl will be b;lsed on line,ll lcct of lillcr installed From 11lanholc to manhole. Work ;Ictivities shall include, hilt are not limited to, ;111 duties involving cleaning and prelining; Icicvision inspeclioll, sc ver Ilow control (as mcluircd), liner materials and installation, hvpass sewagxc pumping„ rel11slatenlcnt of*cXisting laterals, post television inspection, testing:, and cic;ulllp complete-in-place alul ready t0 Ilse. Item 113. 10-inch relining sanitary sewers: Payment will he based on lil and Bret 01'Ilrlcr installed from manhole to 1111u1holc, \York activities shall include, but are not limited to, all duties involving, cleaning; and prclining; television inspection, sewer Ilow control (as rcdllirc(l), liner materials and installation, bypass sew;►g;c pulllpille" rcirlstatcnlcnt ofexisting; laterals, post television inspection, testing;, and cleculup complete-in-Mace and ready to use. Item I C. 12-inch relining sanitary sewers: Payment will be based on lineal (M of,liner installed -0111 mallhole to manhole. Work activities shall include, but are not limited to, ;Ill duties involving cleaning; and prelining tcicvision inspection, sewer flow control (as required), Him- materials and installation, bypass sewag v pumping;, reinstatement of,cxistillg; laterals, post television inspection, testing, and cleamlp complete-in-plac(: and ready to Ilse. Item 2A. 8-inch C'I1 I short liner: Payment will be based on the number of'liners installed. Liner lengths are specified in Section 027.51. Work activities shall include, but are not limited to, all duties involving; cicaning and Inclining television inspection, sewer flow control (as required), filler materials and installation, 1•lallstiltelllellt elf existing lateral", post television Inspection and testing of liner. Item 2B. 10-inch G'il't' short liim1: 1'aynlcnt will he based on the nurllber of liners installed. Liner lengths are specified in Scclion 02751. Work activities shall include, hill arc 1101 litllited to, all duties involving; cleaning, and prelining tcicvision inspection, scwcr flow control (as required), Nigel' materials and installation, relllstatelllelll ol'eXlstilig latcl'als, post tclevl slop Inspection and testing of'iiner, Item 2C. i 2-inch C IPP short liner: Payment will he based on the rlunlber of,liners installed. Lana lengths arc specified in SCeti()11 1)2751, Work activities shall include, but are not linlitcd to, all duties involving; cleaning and prelirling; felevlsorl Inspection, sewer flow control (as required), Nigel' materials and installation, reillstalenlenl ol*cxisting; laterals, post tcicvision inspection and ' testing; of liner. Item 2D. S-inch C IPP internal lateral seal: Payment will hC h;lsrd 011 the IlnlllhQI' oI Clll'e(l-II1- rplace internal lateral seals installed. Work activities shall include, but my not linlitcd I(), all duties involving cic;ulillg; :111(1 prcinslallatiun 1Cle\'isioI1 inspection, ~ewer flow control (,Is ' required), lateral seal materials and installation, reinsta(elli ilt 0l'cxisting; I;ltcrals, post installation television inspccli0n, cleanup cu111plL'tc-i11-place and ready t0 ltsc. ' M59100 0011005 1311) I (')RNl R.0 - 12/12/03 HASIN 3 SANITARY SIAVI-k ITN I PH lAMI I l A l I( )N Item 3A. ROO, collind: P;I'vi lcnl III hu haseO oil li►IC;I! lilet Ill pipe suhlrele d to t•uol C(llltl'UI measures ImII) manhole ccntcrline ro nrinlu,IC CCHICrliI)C. \V 0I ;IClivitic:4 sha!I include, I•III ,Ire not limited it), 111 materials ;Intl dutic:; Inyolvimu ruol c(mtrol. Item 313. 8-inch pipe join( l SHIII�": P;IVI11Cnl well hC hosed un lincml lint ol'pipe Iron( manhole centCrlirl(: to manhole cenlerllne with ;111 joi111s ti:slcd. \Vorlt activities shall include. but arc nut limited to, cicnning, sewer 11ow control (;I.; required). and ;111 dillies involving;joint testing. Item 3C. 1 0-inch pilic I oint P Iylilcnl will hu ha ;Cd r,n lineal fret of i lc Cron) manhole Centerline, to manhole centerline with ;111 joints tested. Wod< activities shall include, but are not limited to, ciciming, scv"er Ilov,- conll",l (as requircef), and ;111 duties Involving joint testing. (tent 31). 1 2-inch pip-.: joint testing-: Paynwilt will he hased on lineal lcct of pipc from rmuthole ccnter•lirle to nuulhulc centerline with all joints Icslcd. Work activities shall include, but are not limited lo, cleanilqu, sc(ver HOW control OS re(Iuiled), all(I all duties it)\(rdvinc;joint testing. Ilene 3E. Joint and pipe sealing IMIteri;ll: I'mvnl(2111 will he pried Oil the nunlI)Cl'g dlons of miXCd chemical and adOitivcs used to ~till pipcjoirlis and specilic(I pipe deflects. Item 31'. Joint scaling, all pipe sire;: PM111CIlt will be haSed on the numl)cr of joints actually sealed and accepted by the Owner':; Representative. Wort: activities include, but arc not !irtlited to, sewer fluty control (as required), labor, materials and equipment required to seal defective joints and subsequent testing; of'sealc(I joints and ally reselling ;111(1 retesting of the scaled joints and removal of"Illy excess; grout material, Item 3G. Pipe defi;c( se;ding: Payment will he based on the ImIllher ol'pipe detects, including cracks and servicc connections actual)v scale:O and acccpled by the Owner's Represe►ttativc. �I Work activities include, hilt are not limited to sewer 11uw cunlrol (as required), labor, materials and equipment required to test ;Intl stn! pipe delccls 'Ind subsequent tesling ol'scaled pipe (leiccts and any resealing and retcsting, ol'the scaled pipe defects and removal ol,mly excess 1�rou1 material. Items 4A, B and C'. Pipe rckty: Payment \.•ill he hosed on the linear Iect (.11' li lc that is I 1f installed to replace sections ofdelective Dille measured along, the pipe centeriinc front connection point ol'the existing sewer system to ronllcClMll point of the existing, sewer system. \Vork activities inclu(Ie, hilt are not limited to renloyal ol'Ir;.es and caber Ve1_Oulioll; topsoil stripping Mid stockpiling,; removal of stumps, rook and other debris, disposal ol'rcnlovcd material: protection Ill'existing lives to renulill; re111 ,yal uf'>;cwcf pipe deSil;natcd to he replmce(I: excavation; hauling', olf mlt(I dispw.;ill ex12;IV'11Cd Illatcrlal is r•ellioviIlle', mill replacing fence (as required), shecting anti shoring; (as required), 1W.111ing (;Is rc;quired): dcwat(:rin12 (;IS required); pI'ocuring;, placing! and colnpacting bcddlltg.� lmo rills: cuncrcte encasclrtcllt or saddles (as C5X59 100 rruattO-r, fill) FORNII RO ... 12/12.103 BASIN 3 SANITARY SI?WI:R Itl IABILI'I`ATION CITY (.)F ,I1;F I:RSON, NIISSc)I ►RI Item bD, Improve or lbrni more, adequate flow control: Payment will be hascd on a per manhole basis. All hypass pumping; and scwcl• flow control (as re(luired), labor, material. equipment and visual inspcctioll required to perlarm this work shall he included in this unit price, Item 7A. Chemical scaling (Iciccts at manholes: Payment will he based ml a per repair hasis. All bypass pumping; and sewer flow control (as rccluircd), labor, materials, and visual inspection required to perturnl this work shall he Il1CI11dCd Ill tills llllit I)1'ICC, Ifein 8A. Epoxy lining; of'cntire nlallhole: Payment will be hased on a per manhole vertical foot basis. All sewer flow control (as reduirc(1), labor, materials, equipment, testing; and visual inspection rcquil-Cd to per1i01-nl this work shall be included ill this unit price. ]tern 9A. Reset and seal firanlc to corbel/chilillicy: Payment will he based on a per manhole basis. All sewer flow control (as required), labor, materials, alld ViSlltd Il1SpCCtloll I-C(Illl1'C(l to perform this work shall he include(( in this unit price. Itcm 9B. Seal ti•anic/chimney to corbel/walls: Payment will be based on a per rllmlhole basis. 1 All sewer now control (as require((), labor, materials, and visual inspection required to perlclrm ® this work shall he included in this ullit price. I� Item 9C. Seal ti•runc to corbel/chimney: Payment will be based on a per manhole basis. All sewer flow control (as required), labor, 111atcrials, 1111d visual inspection required to perfOrm this work shall he included in this unit price. Item 10. Mobilization: Payment will he a hillip sunl payment not to cxceed three (3) percent of'the total bid amount that will be made to the Contractor with the first morlthfy progress payment as a reasonable amount to start project. Item 11. Restoration of'surfuces: Paynlolit will be based on a lump sum basis. All materials and labor involving; asphalt restoration, concrcte pavement restoration, grass and existing improvements restoration shall be 1l1Cltlded In this llllit Cost. All site ]grading and olhcr work necessary to restore the work site to its original condition shall be included in Ibis pay item. Any inspection and tesihig ofthc completed work shall he 111Clude(I in this unit price. C5 X50100 00300.8 1111: I'C)RM RO --- 12/L-1103 13;\SIN .t ��\NIT;\IZ1' �f�11'1�1: til'ti'i l��l I.l?II�\Itll I'I';1'I'It ►N ('I'I'1' (il� ,II�I�I�I:k';ON, \ILtitiOI �kl rcquiredl; proruringc and 11)'Aalling Cover pipe. and 111 littillus and to existing; sewer system; hypass plul►pitiv, and (l(lw Conn•oi (as required); placing and compacting, hackidi (inc ludingf gramilar hackhlll; resilreadil)y lopsoi! (when required): ag-fiat;l(c sllifti :e Clllll'se (as required), testillu: site restorall(m, all as llellllCd ill the SlICt:ilfCallcln5, Item 5A. Point rc:lmir,; (o sanitary sewers: P;IVment un the rlulnher ol'poinl repairs co►llplewd and acccp(ed by the Ocv11er's kcprescnl;ltive. Work activities include. but aic nit limited to I"cilloval c'Iftrecs and 1.11111:1' vc'1! ali(111, 1Ops(lll strippingS, and stockpiling. ru-ninval Of'stumps, roms and Other dehris, lhspusa! Ofr•ClllO'.'ed material, prr,lce.60 11 c11 cXlsting trees tcl remaill; pavement stripping and stockpilnlg; Cxc:lvalk1ll; Imilllllg cell and disposal 1.4 oxess (:XC;lvatcll Illalc,'I'lals; renlovillg; mitt replacing fiQr)ce (;1:: re(juired). sheeting and Shoring; (as rcquilvd), lorrnin ; (as 1'Cquil•ed); dewalcrin ,' (as required); procurllll;, 11;1111111g!,, placing ;Illd Computing bedding materials: collac(e c lic,lscnlcnt; procuring and installing; sewer piin., 111d 'Ili I111ir)gs ;Inc[ appilrtcllallecs; c'ollllec'tlrlg; (O exi.;ling ;c11crs: 1)"'pas,; plullplllg and s(wcr flow cmitl'c1l Os rcciuirc(l); placing and c(impacting huckiill; respreading lopsuil (when required); ;Iggregalc e stn•lace course restor;Itiufl tas required); lesting,; site resluration, all as defined in the Specifications, Itcm 513. Nov manholes; Paylnt.nl on 111c numhcr ul•completed, precast or cast-ill•plucc concrctc manhole cunstructic,n. 1\'ark activi(ics inciucle, hilt are nut limited to rcim,wal of trees and other vegetatio ), topsoil su•ippin , and stockpiling;, removal of stumps, roots and (ether dchris, disposal ol'l•cmovccl material, pruteclion ol,cxis[ing trees to rtmiaill; pavelllcnt stripping and stockpiling; excavation; hauling; off ante disposal of excess c;XCavated materials; removing and replacing knee (as required), sheeting; and shoring (as ►•eul.lircd), Iornling (as I.Cguired); dewater•ing (as re(juired); 11;11.1(1111„ placing; and compacting bedding materials, procuring; and instaliirlti; rllan11olc hose, walls, cones, grout,Joint scats, steps, fran)es, covers, and ;111 fittings and appill'IcIlillk:CS ;Intl replacclll(_'llt Ol,existing sewer" and cmilic'cliwis t(1 t;XL';Illlg sewers; bypass puntpirlg and sc\tCr (low c:ulltrui (;Is required); placirlg and Compacting, haCkfill; respreading topsoil (when required); agg,reg;a[c, srlrfaCC course restoration (as I.C(iuil-ed); testing; site restoration. Item OA. C'C11)CIlli1IOIIS relining 01'cnlire nlan11cllc: Payment will he teased on a per Ina1111ole vertical loot basis. Work actix itics ;hall inclllcle, h11( ;u•c not limited lu all bypass pumping; and sewer HOW Control (as require(l), labor, 111a1cl-kils, equipment and testing, required to perlornl (his work. Item 6B, t:'Clllcntitiuus p;ltcll anti repair Ofl)0rtions Of'nr;ulhrlles: Payllicnl will he based on a per I11;111I1(lle hasis. All hypa ;s pullilmll acld ,:Cwcr Iluw Control (a,; required), labor. nrrieri;1ls. Cquipnlcnl and visual illspectiull required 10 perlornl This work :;11;111 he inCludCd In 111is (Jill[ • pl•icc. Item h('. kuhtlild manhole bench and channel: Pavinclll will he based un a per 111an11clle Imsis. All hypass prlmpins; and scwur Ilow cun(rcll (;►s required), labor, nlatcria{, eciuipinent mitt c isu;Il illspcctiorl reci►lil- l to pCITM—ln this work sh;lll he included Ili this mill price. C5 003OU-7 1311) FORM , RO - 12112/03 r HASIN ; SANITARY SFAVI;R SYSTFM ItfALAI311.f1'A'I•I(N c'I'I'1' OI� ,II•:I�I�1:1z5( tN, y,II,tiSOI Ihl i . . I I ►drier•ai,rc.es th�►t the Work will he sub,,t;uttially comhlute within 252 r:alerxlar r.fays aRcr the date wltcn the Contract 'Times continence to run as provided in Iwragr•ahh 2,03 ofthe Cicner•al Conditions, and contplctcd and ready I,61. final payment in accordan;c:with paragraph 141.07,13 of the General Conditions within :2,94 calendar days after the elate when the C.orttract 'Times Conmtence to run. 7,02 Bidder accepts the provisions ol'the /\91'een►enl as to liduidated darn;lgCS in the evctit of fi►iltu•c to complete the Work within the times specilicd above, which shall he stated in cite Agreement. 8.01 The 1611(mving dc.,cumcnts are aftae.hcd to and n►adc a Condition ofthis Bid: A. Required Bid Security; B. IZeduired Bidder's (,)ualitiealion Statement with supporting data indicated by "`Statentunt oll3iddcrs (�ualili�atiutis", ('. I?11A Region VII Minorityand Worrtcrt's 1311sincss Enterprise Udliration Worksheet; 1). Certification Rcl;ardinf; I)cborntcnt, Suspension and Other Responsibility Matters. 9.01 The terms used in this Bid with initial capital letters have the n►car►ings indicated in the Ins(ruclions to Bidders, the (:iencral Conditions, and the Supplementary Conditions. SU13M1`I°I'I:I) on 20,a- . If Bidder is: An Individual Name (typed or printed): ('111 lnv(IIIIII'S.Ni�,,If anrre) Doing husincss as Business address: ........_._—__..__.___...___.._.-...----- Phone No.: _._.___...._ _ . _._ ._ ..._._._. I:AX No,: r s C5x51)100 ttt►3t10- BID FOIt1•t RO -- 12/1211)3 BASIN .1 ki'llAMISTATION CITY ()FJF'F 1;1,,k SON. N,l ISSOI �R I A Pai-Weirship By (Si,l,'1111111re of.'I"clieral parOwl, allach evidi'llco ofillithorill,losil"ll Name (typed or printed): Business address: Phonc No.: FAX No.: A Corporation Corporation Name: 14 F�a "A(,) Ln - (S L State of Incorporation: Type: V General j4w,Iness, El 1) flessiolicil, F] Service, 0 Limited Liability i.Srf;ucNtrrr --2 lyyr-;fi-1 ---------- Q-, 'ft(ch cild(vice ol'allfhorit.l.In sigh) Name (typal or Prilltcd): -P-14 LA-91 Title: Attest N %Ca LS I-. WLA R St IL RPOSECAETk M RHIL Business address: -L Phone No.: 4_344o FAX Date 0('QLl',lIillC,',kti0ll to do bUSillCSS is C'5X59 I 0o 00300-1 U 1311) FORM RO-- t21/12iO3 13ASIN 3 SANITAR)' SI`\VI;R SYSIT"IM Rl"HAMITIATION CITY 01" .11i'l 1,TRS()N, \•I ISSOUR I AJoInt Venture Joint Venturer Mum: (S HA L) 13y: (SiI;Ilatu •v Name (lyped or printed): Title: 13usinc:;.i Address: Phone Nl,.: FAX No.: Joint Venturer Name: GS E,"A L) BY: (Sh,'1111111n,of if)illt venfun,IWIPIer affach vvidolef,ol fo,vi,11111) Name (typed or prilitc(l): Title: .......... Btisincss Address: Phonc No.: FAX Address o" ,*Ccci,)I o"o",I c i a co"l.......i(:a io"s (Each joint VC111LINI' MUStsign. The manner of*Signing 1,61-each Corporation that is a party to the joint VC11WI•C S1101.11d be in the manner indicated above). oEND OF DOCUME-NT00300 C5X59100 00,300-11 1311) F'ORNI RO -- 12/12/03 I i A S I N 3 �,A N I ('A10' S I"\V I'R S Y.S] 1 11 RI-'I I A I I I I ITA I'[ N CITY (.)I-' ,I I-,IA T RS()N X I I S S(.)I I R I Q1.J I(.'/\ S. Fach kiddvi, I'or the Work il)CJjj(JCtI ill the DOLnummis shall submil wilh their Bid the data rc(Itlestcd ill the 1611owing Schedule (11, infi)l Illation. This data must he include({ in and made a part of coch Bid and he coll(oined in the scalcd envelope. failure I() comply with this instruction may he rc�."'lrdcd as.ill'slificaliml Aw re.jecling the Bidder's proposal, (I ) NANIE' OF BIDDII.R: (2) 1311 S I N F S S A I)I)R Z 6 0—A,ql 5 (3) "'111 N 0 RO A NJ Z[7 1 M j) R 110 R ATI I (3A) W11i"Ifl: IN(- (4) IF N()T INCORPORATED, STATF TYPI.-' OF IWSINFSS 'AND PROVIDE YOUR FFI-)FRALTAX II)FNTIFICATION N't-IMM",'R: (5) Numhcr ol'years engaged in Contracting hilsilless 1111der present firm millic. (6) If You have done business under ,1 dilTI-TC11t MUM, 1)1(:;Isc gdvu- 11,111►C and localioll: .......... (7) 1 lave you ever lltilcd to complete any work awarded to youl. Compally? 11' so, where and why'': (8) I-klVC YOU CVCI' LfCl't'lLlltC(I on 1I COlItt'ild'! (9) List ot'Colitracts completed within last 1,6111. Years, including N1,1111C of*each: SEr- RTTAC-1-keD 1 ----------- C'5X5 9100 00411-3 13 11-) 1-'0 R NI S RO - 12/12/03 13 A S I N 3 SANITARY S 1'\V I-R S YSTI,-M R1 I 1A I I 11,H*ATl N (ITY (O' 'IH-11"RSON, ( 1 U) List (,)I'Projects currently III progf."s Sea RrTr4cvAeo 1) Anlicipoted Percent ol'sover installation 1,61. thi:; project tisill.g. Open 011 Micro(timicting Uncased 13r�rin�; . ___r.1'_�_..._.�..-.._... Attach additional sheets as necessary (15 x 59 100 001411-4 1311) FORMS RU 12/12/03 Any Correspondence in relation to this bond shOUld t)C di.ectod to LIBERTY BOND SERVICES 450 PLYM01-111-i RD STE 400 PLYMOUTH MEETING PA 191462-1644 DAMAGES FORM Ph. (6 10) B32-02-10 BID BOND ('LLAN It SEAL ld,'30 N 48 55 M"I'K Eit ROAI) crry oF 3-10 EAST ST 1Mj-'E.RS0N M(�_. alp BID DUE DATE: PROJECT(grief Description Including Location): ITY QE-J UMMIS-U-- BOND NUMBER: DATE(Not later than Did due date): PENAL SUM: FIVE I)ERCENT OF AMMINT BBD (Words) (Figures) IN WITNESS WHEREOF, Surely and Bidder, intending to be legally bound hereby, subject to the terms printed on the reverse side hereof, do each cause this Bid Bond to be duly executed on it-- behalf by its authorized officer, agent or representative. BIDDER SURETY (Se a 1) LIIIERTY muTIJAL 1NS1JLANU' N o"I 11 COIT, Biddei's ";IT14 zz Corporate S. I Surety's,Name and Corpor-ate Seal a-ylu By: Sig�ature a d TIM Skjnature and TakaJULT TI.ANEN ACCT f P, I*Alt PIrI,'LLj'f- 5, REMAQ 41V�RES I Dr-O r (Anarh 0 amey) SERV1CL REP. C Attest 17 Signature and Title Signature and '-0IIAH RITMIEY -A(,CT W►Ccil-L L. WuP.STr.R I / COPP09-ATE �rar-02LThgq SEIMCF, REP. MARY E. HENKE - COLINTERSIGNING AGENT Note: (1) Above addresses are to be used for giving required notice. (2) Any singular reference to Bidder, Surety, OWNER or other party shall be considored plural where, applicable. EICDC NO. 1910-29-D (1996 Edition) 00411-1 jo r - Notarial Acknowledgement - Attorney in Fact STATE OF _ WISCONSIN_ County of MILWAUKEE S.S. r 1 1 1 On this 20th day of January ,�QQ[ _, before me, DEBORAfl ETES—WETTKII14 __. a Notary Public in and for said MILWAUKEE. _ County, State aforesaid, residing therein, duly commissioned and sworn, personally appeared known to me to be the person whose name is subscribed to the within instrument as the attorney in fact of LIBERTY MUTUAL INSURANCE COMPANY and acknowledged to me that he subscribed the name of LIBERTY MUTUAL TNSURANCE COMPANY. thereto as surety, and his own as attorney in fact. ' IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, at my office in the said county of MIL UKEE _ the day and year in this certificate first above written. Notary Public in and for the county of MILWAUKEE Stateof WISCONSIN My commission expires __MAY 6,_2007 1 r r . SC0011 03-99 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. 1.413410 This Power of Attorney limits the acts of those named heroin, and they have no authority to bind the Company except In the manner and to the extent heroin stated. LIBERTY MUTUAL INSURANCE COMPANY BOSTON,MASSACHUSETTS POWER OF ATTORNEY JONOW ALL PERSONS BY THESE PRESENTS: hint Liberty Mutual Insurance Company (the "Company"), a Massachusetts stock Insurance company,pursuant to and by authority of the By-law and Authorization hereinafter sot loidh,does hereby name,constitute and appoint KAY A, HANNAH, IBRIDGET MCCARTHY, CHARLENE RITCHEY, BETH MATYSIK, JUANITA J.SCOTT,ANNA KRUBSACK, MARY ELLEN HEESE, CAROLYN J. RAMULT SACCO, DEBORAH ETES-WEITKUM, LINDA E. PROEBER,JULI TIANEN, ALL OF THE CITY OF MILWAUKEE, STATE OF WISCONSIN............................................................................................. , each Individually If there be more than one nnmod, Its true and lawful attornoy-in-fact to make, oxncute,seal,acknowledge and deliver,for and on Its behalf as surety and as Its act and dead, any and all undertakings, bonds, rocognizancor,and other surety obligations In the penal sum not exceeding TI1IRTY MILLION AND 00/100"A.«AA«}♦ ,,AAA.««A _ _—DOLLARS($ 30,000,•,0 _00.00""••• )each,and the execution of such undertakings, bonds, rocognizancos and other surety obligations, in pursuance of these presents, shall be as binding upon the Company as If they had been duly signed by the president and attested by the secretary of Ino Company In their own proper parsons. That this power Is made and executed pursuant to and by authority of the following By law find Authorization: ARTICLE XIII-Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose In writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attornoys-in-fact,as may be necessary to art in behalf of Ilia Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, rocognizancor, arid other surety obligations. Such attornovs-in-fact, subject to the limitations set forth In their respective powers of attorney, shall have full powor to bind Ilia Company by their H signature and oxocullon of any such instrumonts and to attach thereto the seal of the Corrlpany. When so executed such Instruments shall be C IV C as binding as it signed by the prnsidonl arid attested by the socrotnry. •6 By the following instrument Ilia chairman or the president tins authorized tho officer or other official nnoeod thoreln to appoint attornoyf)-In-foot 0 c Pursuant to Article XIII, Sharon 5 of tho By-Laws, Garnet W. Elliott, Assistant Secretary of Liberty Mutual Insurance Company, Is hereby c t4 .r authorized to appoint such attornoys-in•fact as may bo nocessary to act in bohali of the Company to make, exoctute, seal, acknowlodge and c deliver ns surety any and all undertakings,bonds, recognizcmcos and other surety obligations. �y 0 4) That the By•Inw and the Authorization set forth above am true copios Ihort,of and are now in full force and effect. >W s IN WITNESS WHEREOF, this Power of Attorney has bean Subscribed by nn nuthorizod officer or official of !ho Company and Ilia corporate seal of E Ew Liberty Mutual Insurance Company ties been affixed thorolo in Plyrneuth Mentmg, Ponnsyivanin this 24th day of_.—NUV_omber , : a aM O LIBERTY MUTUAL INSURANCE COMPANY C � O 0 E "O / 1 O a By t.��t r� __G✓� -T'<<� d' 0 Garnet W Elliott, Assistant Secretary H COMMONWEALTH OF PENNSYLVANIA ss ;cs U) COUNTY OF MONTGOMENY aoc On this 24tH day of November , 20Q3_ , boloro n,o, a Notary Public, parsonally carne S t[1t2L�^L_lalltQ(i. to ma known, and acknowledged 05 that he Is an Assistant Secretary of Liberty Mutual Insuranco Company; that ho knows the seal of said corporation; and that he oxecutod the above E 6; Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at tho diroclion of said corporation. in > 0 e, r. t9 O y� IN TESTIMONY WFIGPIHdF Lljave,h6reunlo subscribed my narle and alhxod my notarial weal at Plymouth Meoling, Pennsylvania,on tha day and year c er u first above written. f :`��tc lati(�• '''N F;y - - ---- -- - o 1 a1)sa ['[I,,, a a, Notary Public v O CERTIFICATE I,Ilia undersigned,Assistant 9,eCratary of Hborly Mutual InGUNI11Ca Company,do noroby coitily that the original power of attorney of which the foregoing Is a full, true and correct copy, is in full force and ofturt on life dato of this certifcato: and I do hathor candy that Zhu offic:ctt or official who oxaculed the said power of attorney is an Assistant Socrolary specially nuthorizod by Iho rlhanrnhnn or tho prr,sidont to appoint a ittornoys•1)riact at;provided in Article ' XIII, Section 5 of file By-laws of Liberty Mutual Insurance Company This certificate and the abovo powor of attorney nu,y bo signed by fa,:r.;nndo of nmchnnu;aliy toproducod rtrinnturrls undur and by authority of ilia following vote of trip board of directors of l.morty Mutual 111SLI aacr,Con)fiatrly at if mooling duly callod and hold on trio 121h dnv of March, 1980. ' VOTED that ilia facsimlio or niecnanicaliy reproduced :.ig!rdurcr of any as,c,iSlainl secrotrhry of U10 company, whonuver appoanng upon a certified copy of any powor of attorney issued by ilia company hr!connoctuon with suloty bond;;, shall be valid and binding upon the company with Ilia sauna forco and affect as though manually riffixnd. T�STIMONY WHEREOF', hi avo hereunto sutscnbed my nine,fine adlixual ilia ct rpcluhlu,nail et tho :arid enngrury, Ile:; .?[l.tal. day o1 anuary �)04 hy [invifl M.Gorey, Assi}Winl 5ocratary POWER OF?A^1_iUO NEY KNOW ALL MEN .13Y '1'H E;SE PRESENTS, that 'V1SU-SEWER CLEAN & SEAL, INC., (hereinafter referred to as Corporation), by KEITH M. ALEXAND173R, its President, of W230 N4855 Letker Drive,, Pewaukee, County of Waukesha, State of Wisconsin, have rnadc, constituted and appointed and by these presents do slake, constitute ill)(] opl)oint PHILLIP S. ROMAGNA, an employee and agent of V1SU-SEWER CLEAN & SEAL, INC., the Corporation's tnle and lawful altortley, for• it and in its narne, place and stead: 1. To exercise or perform any act, power, duty, right or obligation whatsoever that the Corporation now has, or ploy hereafter acquire the legal right, power, or capacity to exercise or perform, in connection with, arising from, or relating to tiny person, (tern, transaction, thing, business property, real or personal, tangible or intangible, or matter whatsoevcr; 2. To request, ask, demand, sue for, recover, collect, receive, to hold find possess all such sums of money, debts, dues, commercial papers, checks, drafts, accounts, deposits, legacies, bequests, devises, notes, interests, stock certificates, bonds, dividends, certificates of'deposit, annuities, pension and retirement benefits, i list]rance benefits and ilroceeds, any and all documents of title, chosen in action, personal and real property, intangible and tangible property and property rights, and demands whatsoever, liquidated or unliquidated as now arc, or shrill hereafter become, awned by, or due, owing, payable or belonging to, the Corporation or in which the Corporation has or may hereafter acquire interest, to have, use, and take all lawful means and equitable and legal remedies, procedures, and writ"; ill its nllllle for the collectiorl and recovcly thereof, and to a(liust, sell, compromise, and agree filr tilt" same, and to make, execute, and deliver to it, on its behalf, and in its name, ,ill endorsen)enls, acgnlllances, releases, receipts, or other sufficient discharges for the sank, 3. To lease, purchase, exchange, and acquire, ill)(] to agree, bargain, and contract f6rtile lease, purchase, exchange, and nequlsitlon of, aild to accept, bike, receive, and possess ally real or personal property whatsoever, tangible or intiunible, or interest thereon, on such terms and conditions, and under such covenants, as said attorney in Iiid shall deers proper; 4. To maintain, repair, improve, manage, insure, relit, lease., ;fell, convey, sub*ice( to hells, mortgage, subject to deeds of'trust and hypothecate, and ill ,lily wily or manlier deal with all or any port of'any real or personal property whntsocvei, langiblc or intangible, or fury interest therein, t}lilt It 11(l«l owns of Illay hereafter acquirc, for it, in its bchali; and in its name and under such terms and conditions, and Milder Snell covcllnl1L',, its said '111oriley ill fuel sliilll declll proper; t>. To conduct, cn ;a 'e Ill and trallsact 1111 s "° � � t., �' and all la»'1'ul bu.,lnc.,,. of «hatcvcr nature or kind for the C'or'poration, oil its behalf, and ill il:, mane; 0. To make, receive, sign, endorse, excewc, ackjio%v)crll!c, deliver, and possess such applications,contracts,agreements, options, covenants, conveyances, deeds, trust deeds, security agreements,bills of sale, leases. mortgages, assignments, insurance policies, bills of lading, warehouse receipts, documents of title, bills, bonds, debentures, checks, drafts, bills of commercial paper, receipts, withdrawal receipts and deposit instruments relating to accounts or deposits in, or certificates of deposit of, banks, savings and loan or other institutions or associations, proofs of loss, evidences of debts, releases, and;satisfaction of mortgages, liens, judgments, security agreements and other debts and obligations and such other instruments in writing of whatever kind and nature as may be necessary or proper in the exercise of the rights and powers herein granted. 7. This instrument is to be construed and interpreted as a general power of attorney. The enumeration of specific items, rights, acts, or powers herein is not intended to, nor does it, limit or•restrict, and is not to be construed or interpreted as limiting or restricting, the general powers herein granted to said attorney in fact. 8. Che rights, powers, and authority of said attorney in fact herein granted shall commence and be in fiull farce and effect on June 15'h, 1983 and such rights, powers, and authority shall remain in full force and effect thercaller until further notice. Dated this 15" clay of June, 1983. Phillip S. Romagna, Vic 'resid it -�-� V1SU-SEWER CLEAN & SL.A'L., INC. f Keith M. Alexander, President tSubscribes) & sworn to before file this 15th (lay of"September, 1983. Notary A) Waukesha Oy., WI My connuiission expires.. 91 y f 05 F,�fMN`�tN�rt��l uriynwnlwi.wf.f /t y VISU..°'SEWER CLEAN & B BEAR , IPJC. W23O N4855 Metker Drive a Paweukea, Wiscansih 513072 262-695-2340 FAX 262-695-2359 1-800-876-8478 L BONDING CCMIIANV LIBERTY MUTUAL ZURANCE, COMPANY 11800W. PARK I'I.AC:'1: 11.0. C3(.)X 215037 MILWALK131?, WI 53224-9537 (114) 577-2100 ACC;i)I.IN'1" Rt�t'itt;SfsN`t'A'i'tVl:: MARIE MA.ICI-il?R LIMIT. 1 0,000,000.00 I'.U�A'I'�U111�S�I!(>NUI Nt't 11Y1'l a member of NOTICE FROM SURETY REQUIRED BY TERRORISM RISK INSURANCE ACT OF 2002 In accordance with the Terrorism Risk Insurance Act of 2002 (referred to hereinafter as the "Act"), this disclosure notice Is provided for surety bonds on which one or more of the following companies is the issuing surety: Liberty Mutual Insurance Company; Liberty Mutual Fire Insurance Company; LM Insurance Corporation; The First Liberty Insurance Corporation; Liberty Insurance Corporation; Employers Insurance Company of Wausau (formerly "EMPLOYERS INSURANCE OF WAUSAU A Mutual Company"); Peerless Insurance Company; and any other company that is a part of or added to the Liberty Mutual Group for which surety business is underwritten by Liberty Bond Services (referred to collectively hereinafter as the "Issuing Sureties"). NOTICE FORMS PART OF BOND This notice forms part of surety bonds issued by any one or more of the Issuing Sureties, tDISCLOSURE OF PREMIUM The premium attributable to any bond c:ovorage for "acts of terrorism" as defined In Section 102(1) of the Act is Zero Dollars ($0.00), DISCLOSURE OF FEDERAL PARTICIPATION IN PAYMENT Of= "TERRORISM LOSSES The United States will reimburse the Issuing Sureties for ninety percent (90%) of any covered losses from torrorist acts certified undor the Act exceeding the applicable surety deductible, i L.M IC-0539 2/03 1'r(r)eel C(m(rol Number rL*."PA uNi'rEl)STATES ENVIROMNILNTAU.PROTECTION A(;YN(:%' Wa0higivo.DC 20460 Certification Regarding Debarment, Suspension, and Other Responsibility Matters The prospective participant certifier. to the best of is knowledge., and belief that it and its prificip"11c: (a) Are not presently debarred, suspended, proposed for debarment, dechired Inefligiblo, or voluntarily excluded from covered transactions by any Federal departinunt or agency, (b) Have not within a three year period preceding this proposal been convict(*;.-d of or had a CMI jUdgernant rendered against thWn for commission of fllLjd or a criminal offense in connection with obtaining, attempting to obtain, or fj(-,,rfc)rrnirig a public (Federal, 'State, or local) transaction or contract Linder a public transaction; violation of federal or State antitrust statutes or cornfTlission of ernbazzlement, theft, bribery, falsification or destruction of records, snaking false stall-rents, or receiving stolen property; (c) Are not presently indided for or 0homine criminally or -civilly charged by a government entity (Federal, State, or local) with commission of any of the offenses enumerated in paragraph (1) (b) of this certification; and (d) Have, not within a three year perlo!.'l pn'icedin, this applicalion1proposal had one or more public transactions (Federal, State, or local) terminated for cause or default. I understand that a false staternont on this certification may be ground!; for rejection of this proposal or termination of the award. in addition, tinder 18 USC Sox, 1001, a false statement may re suit in a fine of up to $10,000 or Irnprisotwent for up to 5 years, or both. R L S i r)i &Yr' Typed NRme&TItIc of Awhotin(I Representative Signetutc slot rtzc( I(q)(C." F-I I arn tirwhle to certify to the itbove suilements. MY explanation in attached. E-PA Form 5700-19 BASIN 3 SANITARY SEMER SYSTEM RI-I'HATAILITATION MISSOURI EIIA REGION VII MINORITY AND WOMEN'S 13LJSINI-',-SS ENTF.RPRISF UTILIZATION WORKSHETT boGrant Project Contractor/1".I Igi I Contact 11c]-5oll ., Tck;phone No, -P Kj-LLk.p - 0 Amount of'Contract M1313 Percentage WHE Percentage -'ej aciol Av. w 1.3 F, Address Contact ICI-son -- Telephone No. qt�, -J-P.- A 42�!,1*3 0 A ft Amount Sco o I' I .. .. J........ . — 2. M B ,-X- WI-311. Address 71 jJA Contact Person I") Te lephoi ic No. Scope of'Work-_. ------------ ------- -------- 3. M13F WIRE" A d d i-ess \-(1 Contact Person Aniount Scope of Work .......... --------- 4. M131", S 11heolif ra c Io I. Wlif" Addrc.qs Ay Contact Telephone No. vj &T .;e,!;7 Amount ol'Subcontract Sou Scolic o F Work ........--------- ---------- 5. N/11-11" S(Ihconlractor W1W Addl 0,Y, Coula •t Person Tek-phom, No. Amount ol'Subcminact . SL'()I)L' of W011,111 C5 X 5 100 1111 ) FO R N11S e1:(i - 1�'':-?art 13ASIN 3 SANITARYS17WER SYSTEM RI'A [AIIIIATATION MISSOURI EIIA WiGION %III MINQRIT)' AN.I))-AV (LNJI,N'S BUSINESS EN' HRPRISI, UTILIZATION WORK i- Ear 6. m B F" Subcontractor Contact 11cl-so►l–.— --------- No. Amount of Scope of Co III III ell o -A--" cparu( 3y TO cphoi ic No, Dale C5X5 1i1 004 ) 1 1.3 1 D FO R M S RO -1 I21I2/(C BASIN 3 SANITARY SEWER SYSTEM REHABILITATION C'f'IY OF JFF I:RSON, MISSOURI DOCUMENT 011100 - AGREEMENT I -11 S AC:,17EC:MI NT is by anti between the C'ityofJcffcrson, Missouri (llcreirlallercalledOWNER) and .s/� t1.1,..-y9owcx�C:�.c.r�n_.a.nd �r�l.,_._ln� _(hercinatler called CONTRACTOit). OWNER and CONTRACTOR, in consideration ofthe mutual covenants hereinafler set forth,agree its follows; rARTICLE I - WORK 1.01 CONTRACTOR shall complete all work as specified or indicated in the Contract Documents. The Work is generally described as follows; Rehabilitation of the sanitary sewer system in Basin 3 including scwcr- repairs and manhole repairs. Sewer repairs include full pipe cured-in-place lining, short cured-in- place liner sections, root control,joint and pipe grouting, pipe relays, and external point repairs. Manhole repairs Include ecrllctititlons and epoxy repairs and liners, chemical rsealing and manhole frame and cover repairs. ARTICLE 2 - THE PROJECT 2.01 The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Basin 3 Sanitary Sewer System Rehabilitation. ARTICLE 3 - ENGINEER 3.01 The Project has been designed by Jacobs Civil Inc., who is hereinafter called ENGINEER and who is to act as OWNER's representative, assume all Julies and responsibilities, and have tilt rights and authority assigned to ENGINEER in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents. ARTIC'L,F. 4 - C ONTRAC T TIMES 4.01 Ting: of the L:ssenee rA. All time limits for Nfilestones, ifany, Substantial Completion, and completion arid readiness li r final payment as stated it) the Contract Doculllcllts are of the essence of rthe C'onU•act. 1 -. 4.02 Days to Achieve SubstunUal Completion and I,lnal Paynterlt A. 'flit Work will he substantiallY completed within 252 days aflcr the (late when the Contract Times collllltcllcc to run as provided in paragraph 2.03 of the General Conditions, and completed and ready for final payment in accordance with C5X5O l 00 00500-1 AGREEMI:;N T R0 -. 12/12/03 r BASIN 3 SANITARY SEWER SYSTI?M KFI1ABIi ITATION CITY OF .lf".11:1,1SON, MISSOURI 1 ar.i.gra ph 14.07 of'the Gencral C onditions within 2Q4 days afler the date when the Contract Times commence to run. 4.03 Li(luidated Damages A. C'ONT'IZACTOR and OWNER recognize that time is of the essence of this Agreement and that OWNER will suftcr financial loss if the Work is not completed within the times specified in paragraph 4.02 above, plus any extensions thereof alli_►wed in accordance with Article 12 ol'the General Couditioils. '1'lie parties also recognize the delays, expense. and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONT'IZACi'OR agree that as liquidated damages fur delay (but not its a penalty) CONTRACTOR shall pay OWNER$650.00 fbr each of the first 30 days that expires after the time specified in paragraph 4.02 !or completion and readiness fir final payment until the Work is completed and ready fill- final payment. Thercafler, the C:'ONTRACTOR, shall pity OWNEiZ $1,000.00 for cacti of the next 15 days that expires until the Work is completed and ready fir final payment. If the Work is not completed and ready Im final payment after 45 clays from (lie time specified in paragraph 4.02, the CONTRAC'TOR shall pay OWNER $1,500.00 for each day that expires until the Work is completed and ready fi-r final payment. ARTICLE 5 - COPITRACT PRICE. 5.01 OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents an amount in current f1inds equal to the suer of the established unit price for each separately identified item of Unit Price Work tin►cs the estiniated quantity of that item, as indicated below; UNIT PRICU' SCIIEDULI? Dl`.' C1ZIPTION EST'IMAT'ED UNIT ITI?iVi TOTAL NC). QUANTITY Y UNIT ESTIMATED PRICE PRICE 1 Sanitary Server, rehirlbilitatiorr by - cured-in-puree lining IA ti-inch relining sanitary sewers '— ,O1 c) �- LF - ~—�tt . 3 t 7 4 117 7 ) 1 f3 10-inch relining sanitary sewers �^ - - -1277 - -I,l y ;_A —_a 1.X4'1 . l ) .. ...._6:..1 _- IC I2-ioch relining sanitary sewers 2 Sanitary sever rehabilitation h), short cured-in-place liners 2A - 8-inch CHIP short liner 20._-_-_-• _ ] OU O ) C'5X59100 00500-21 AGREEMENT R0 -- 12/12/()3 ® BASIN 3 : ANITARY SF.WE-R SYSTFINI RF I IA1111.I'f ATION �I CITY O ,f li I I A S I N 11 SANI'T'ARY S I'M I'R SY STFvI R Fl I A I 11,H ATI N CITY 0F .1 I"I"I.J."RSON1. im ISM)i I R I A Reset and se,–il—franic to 24 M11 Corbel/Chillilley I 100 . 00 26400 . 00 —Se.11 fra-111—C/—ell—ifulley to col-belolwalls 5 IM)'1 1300_x_0 6500 . 00_ Scal frame to corbel/chimney Ml'_1 '125 . 0 55100 . 00 I- Mobilization H 0 . 8000 . 00 11 -storation ol'surfaces I L, .10 TOTAL OF ALL E'STIMAT LJ) PRIC,U'IS: I_ 0. (dollars) F ve llundr(-,>ds i.x.l:y.,Nj 11(! Thim--ind Olie Hundi-ed Pi I Ly-One Doll.al-s and Sevcmtly cent-t; (Ilse words) As provided in paragraph 11.03 of' the Gencral Conditions, estimated quantities are not guaranteed, and determinations of actual quantities and classificationsare to he made by ENGINEER as provided in paragraph 9.08 of the General Conditions. t init prices have been computed as provided in paragraph 11.03 of the O.-neral Conditions. ARTK.1.1,'. 6 - PAYMENT PRO(.'EI)LJR.[-',S, 0.01 Submittal and Processing of aynictits A. CONTRACTOR shall Submit Applications Ru Paynictit in accordance with Article 14 of' the General Conditions. Applications for Palymcm will be processed by ENGINEER as provided in the General (._'onditlMlS. 0.02 Ili-ogress Payments; Retainage A. OWNER shall make 1VOL11-CSS payments in accoidaticc with Section 34.057, RSMo, On account orthe Contract Price oil the basis oCCONTRACTOR's Applications for I)ayment during perl'ormance ol'the Work as provided in 1mragraphs 6.02.A.I and 6,02.A.2 below. All such payments will be measured by the schedule Of VIILICS established it) paragraph 2,07,A Of 111C GCJ)CNIJ ('011(fit1011s (and in the case of Unit Price Work based on the numhcr orilrills completed) (,I-, in the event there is no SChUdUIC or values, as provided in (lie Oencral Lf. ircinvills: I Prior to Substantial Completion, progress payllicills will he made 11RIC ill an amount equal to the I)C[*CCI)tlg(' ill(IICItCLI I)CIOW-, I)III, in C',ich case, less the aggregate orpayments prcvlOLISIV MadC ,111d ICSS such amounts .vi [`N( HNIT"R shall determine or OWNER may withhold, In accordance with parq,,raph 14.0.1 ol'thu (;ci)cral Conditions. a. L Ing ret"ll.nage). If'Work has been 90'1, or Work C,011lI)ICtCLI (with thC, billillIC - I)C* 50 ',"o C0111I)ICtCd as (1CM111111CLI I)V IMANIT'R, aild li'tic character and progress oCtlic Work have been sansi'lictory to OWNI'R and FNGINFJ`R. OWNER, on C5X5()100 00500-4 A C;R I-I'f--M ENT R0 - 12/12103 BASIN 3 SANITARY SHWER SYSTE-M RI lIABILIT'ATION CITY Oh .JE'FF RSON, MISSOURI recorrinlendatioil of `NGINf II-R, play detemline that as Ions;as the character and progress of(lie Work remain satisfactory to them, there will be no retainage oil account of Work subsequently completed, in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 1001/10 of the Work completed Icss the ap,grcgatc of payments previously rllade; and c u� , b. )U.o of,cost o! materials and equipment not incorporated to the Work (with the balance being rctarrlage). 2. Upon Substantial Completion, OWN1 R stall pay an ;alwunt sufficient to increase total payments to CONTRACTOR to 100% of the Work completed, less such amounts as ENGINFER shall dctcmrinc in accordance with paragraph 14.02.8.5 of the General Conditions and less of C?NGINF ER's estimate of the value of Work to he completed or c..orrectcd as shown on the tentative list of items to be completed or corrected attached to the certificate of Substantial Completion. 6.03 final Payment A. Upon final completion and acceptance of the Work in accordance with paragraph 1 14.07 of thc; General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by [ NCiIN1"ER as provided in said paragraph 14.07. ARTICLE 7 - INTEREST 7.01 All moneys not paid when chic as provided in Article I4 ofthe Genloral Conditions shall bear interest at the rate specified in Section 34.057. RSMo. ARTICLE: 8 - CONTRACTOR'S REPRI SI"NI'ATIONS t8.01 In order rder o t . induce OWNL:(t to enter into this .AE,rucmcnt, C.ON 11tAC'T U}t makes the Collowing representations: A. CONTRACTOR has cxanlincd auul carclully studied the Contract Documents and the other related data identified in the Bidding Documents. E3. C'ONT'RA(. OR has visited Ihu situ and become liulliliar with and is satisfied as to the general, local, and Site;conditions that nuty affect cost, progress,and performance of tilc Work. C. C'ONTRAC"I'M is litmiliar with arld is satisfied as to all federal, state, and local Laws and 1?xgalations that nay al'i'LM cast, progress, and perf61.111a11ce of the Work. D. CONTRACTOR has carefully studied all: (1 ) reports ol• explorations and tests of subsurf l u conditions at or contigtlotls to (lie Site and all drawilivs of physical M59100 00500-5 AGREEMENT RU - 12/12/03 F3ASIN 3 SANITARY SF?WI:R SYSTI"NI Itf? BASiN 3 SANiTARY SEVER SYSTF;M REHABILITATION CITY OF .1EFFE'RSON, MiSSO(JR1 M� 1. 'mis Agreement 2. Performance bond 3. Payment Bond 4. General Conditions 5. Suppicnlentury Conditions G. Specifications its listed it, the table of contents of the Project Manual 7. Drawings with each sheet bearing the following,general title: Basin 3 Sanitary Sewer System Rehabilitation, ("ity of'.lefflerson ' 8. Addenda (numbers rl_ to wj _., inclusive) 9. Exhibits to this Agreement (C111.1 lerated as follows): a. Notice to Proceed b. CONTRACTOR's Bid C. Documentation submitted by CONTRACTOR prior to Notice of Award 10. The following which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto: a. Written Amendments b. Work Change Directives C, Change Orders B. 'File documents listed in paragraph 9.01..A are attached to this Agreement(except as expressly noted otherwise above). C. 'There are no Contract Documents other than those listed above in this Article 9. D. The Contract Documents play only be amended, modified, or supplemented as provided in paragraph 3.04 of the General Conditions. ARTICLE 10 - MISCELLANEOUS 10.01 Ternis rA. Tools used in this Agreenienl will have the meanings indicated in the General Conditions. 10.02 Assignillent of Contract A. No assignment by a party hereto ol'any rights under or interests in the Contract will he binding on another party hereto without the written consent of the party sought to be bound; and, specifically but willlout limitation, moneys that may become due and ' nloncvs that are due 111m, not be asslglled without such Consent (except to the extent that the effect cif this restriction nlay be linlitcd by)atv), and unless specifrcallystated to the contrary in any written consent to an assignment, no assignment will release or ' discharge the assignor. fi•otn any duty or responsibility under the Contract Documents, 1 C5X59100 OO500-7 AGREF?MENT RO_, 12/12/03 BASIN 3 SANITARY SEWER SYSTI•:M Ri?IIAMIAT'ATI(1N CITY O VJ FU FT,"RSON, MISSOURI 10.03 Successors anti Assign A. OWNEIZ and CONTRACTOR Cash hinds itSV11', its partncrs,sucecssors,assigns,arld legal represel•ItativCs to 1110 other pally herelo, Its partners, SUCCossors, assigns, and legal representatives Ill r•esped to all covuliallts. 'q'1'Ceillents, and obligultlonS ('Maine( Ill the Contract i)ocillilems. 10.04 Sevcrability A. Any provision or hart of the- Contract Documents held to be void, or imenftlrccable under•any I-aw or Regulation shall be decined stricken, and all remaining provisions Shall continue to be valid( and hinding upon OWNER and CONTRACT"i'OR, vdio ai;rec that the Contract Documents shall be reformcd to replace such stricken provision or part thereol'with a valid and ci forceablc provision that conles as close as possible to expressing the intenticnl of,the stricken provision. ARTiCLE 1 i - NON-UISCRiMiNAT10N IN i"M1'1.OYM1 N'l 11.01 CONTRACTOR will not discriminatc against any employee or applicant for employment because of race, creed, color, or national origin. The CONTRACTOR TOR will take affit•rnative action to ensure that applicants are employed, and that cirlployc;es arc treatcd during employment, without regard to their race, creccf, color or national origin. Such action shall include, but not be limited to, tl►c: following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising, I;Iyoff or leril►ination; rates of pay or other forms of' compensation; till(] selection (or• training, inclur.lin>„ apprcntiid hip. 11.02 CONTRACTOR will Host in Conspicuous places. ;Wilih.0lu to umployccs and applicants for crnployment, notices setting 16rth the provisions oC ilils non-discrimination clause. A. CONTRACTOR will, Mall solicitations or advertiscrldurlts for employees placed byor on behalf of the ('ONTRACTM, state, that all dluallfied applic;ults will receive C011sideration liar employment without rerard to race, creed, color, or national origin. B. CONT'RAC'T(( will :;end to Cac1-1 k1hOr ►enroll or'r presentative(Afworkers with which he has a collective or other comract or understanding,a notice,to hI. prc.wicld;d by the agency contraclunl; of'licer, advising the lal7or union or workers' represer►tatwe of the('(.)NTRAC OR's comminnews under Section 202 of Executive Order No. 11240 of' 5cptenlba 4, 1905, and shall post copies of the notice in cc,nsplcuous plat's availahle to c1l"plovccs and applir.allts 161, Cnifloyment. ('. (UNTRACT(M will connply with all provisions of Executive Order No. 11240 of Septeniber 24, 1905, .old ol'lhc rnlcs, ruti'ulaliuns, cdnd rc:levallt orders ofthe Sccrctary of l.. Thor, ' C'5X5dt 100 1111500- ACilt(?(:MEN'►' R1► 12/12/01 BASIN 3 SANITARY SEWER SYSTEM RFTIABILiTATION CITY OF JEFFERSON, MISSOURI rD. CONTRACTOR will furnish all by Executive Order No. 11246 of September 24, 1965, wid by the rules, regulations, and orders of`the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting; agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. E. In the event of the CONTRACTOR's rlon-compliance with the non-discrimination clauses of this Contract or with any of such nines, regulations,or orders, this Contract may be cancelicd,terminated or suspended in whole or in part and the CONTRACTOR may be declared ineligible for f iuftlter Government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965,and such other sanctions may be imposed and remedies involved as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor,or as otherwise provided by law. E. CONTRACTOR will include the provisions of Article 11 in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive.:Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The r CONTRACTOR will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing; such provisions including sanctions for non-compliance; Provided, however, that in the event the CONTRACTOR becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the CONTRACTOR may request the United States to enter into such litigation to protect rthe interests of the United States. r r r r r r C5X59100 00500-9 AGREEMEN"I' RO -- 12/12/03 r BASIN 3 SANITARY SEWER SYSTEM REMAMI..ITATION CITY OF.JEFFERSON, MISSOURI IN WITNESS WIIEIZEOF, OWNER and CONTRACTOR have signed this Agreement In duplicate. One ?.- b I counterpart each has been delivered to OWNER and C'C)NTRAC"1'OR. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or on their behalf. This Agreement will be effective on '_ ' _' M.' —'(which is the ESfective Date of the Agreement). CITY OF: Efa-FE;r SON ' . Lo r-ra Roml [C'OR_PO'RAT - SEAL.; Attest Nltol.x. I. UJURSTt..R Attest , City Clerk APP VF.D Ar FZR�: City Counselor Address for giving notices: Address for giving notices: 3� L License No. If OWNER is a corporation, attach evidence of authority to sign. If OWNER is a public Agent fear service al'process: body, attach evidence of authority to sign and resolution or tither (loCul11Cn1S authorizing execution of UWNhR-CIJN'CIZAC'T'UIZ t1f ('(.)N'I'fZA(.'"1'OIt Is a corporation or a partnership, attach evrdcncc 01'au11101-ity to sign). 1 Agreement. Dcsiguiated Representative: Designated Rt,pr•esentative: Nance: _P -1jjL2.S, J, rjL,jjA__.___ Name: Title: Title: _ MLiress: Address: Phone: I1atcsinii1c: _2 Z. q5..-43:5_g_,__. Facsin-tile: C'ONTRAC'TOR: C5X59I00 00 500-10 AGREEMENT RO— 12/1 2/03 Any Correspondence in relation to this bond shoUld be directed to: IMNI) NO. 346-012-672 LIBERTY BOND SERVICES 450 PLYMOUTH RD STE 400 Per f orimance Bond PLYMOUTH MEETING PA 19462.1644 Ph (610) 832-8210 Any singular reference to Contractor, Surety, Owner or other party shall ire: considered plural where applicable. CON'rRAC:'I'OR (Name and Address): SURF I'Y (Name and Address of Principal Place VISU-SEWER CLEAN & SEAL, INC. of Ilusirtess): W230 N4855 1 E,TKEIt H. 1.1141:R'I'Y WJTUAL INSUIZANC E, COMPANY PEWAUKEE, WISCONSIN 53012 175 IiEI1KHI,EY ST. OWNER (Name and Address): BOSTON, 1'1AS SACHUSET'r5 021 1 7 CITY OF JEFFERSON 320 E. MC,CARTY S'r. .JrFFE1IWN CITY, MISSOURI. 651.01 CONTRAC'I' Date: FEBRUARY 17 , 2004 Amount: FIVE HUNDRED SIXTY-NINE THOUSANI) ONE, IIUNDRI1) FIFTY-ONE ANU 70/100 DOLLARS Description (Name and I ocation): ($569, l 5 I .70) BASIN 3 SANITARY Sl:W1:R SYSTISM IZEIIA111.I,I'WHON JEFFERSON CITY, MISSOURI. PRO-TECT #C295401-02 [BOND Date (Not earlier than Contract Date): FEMIWA12Y 23, 2004 Amount: FIVE HUNDREI) SIXTY-NINE THOU,AND ONE HUN1)REI) FIFTY-ONI-. AND 70/100 DOLLARS Modifications to this Bond Form: (569 , 151 . 70) NONE Ourety and Contractor, intending to be legally bound hereby, subject to the ternis printed on the reverse side hereof, do cacti cause this Performance Bond to be duty executed on its behalf by its authorized officer, agent or representative. CON7'R.N TOR AS PRIN( IPAI., SILWE 'Y Company-. VISI1-SFWH Cl ,Al -Orp. Seal) Conil.ruty: L (i 'I :'Y IUTUAI. IN5-1 AiQ otp. Seal) & SY.'fC1., IT`IC' Ch} NY7, � 14( Stgnatur.r: l ' Name and 'titl- e: plrlitLL16 S. R AC, n N:uuc and 'I'itic:ClIAR1,E:NE M"I'CH1SY 17F V 1c.C; f R ' '10 (Attach I'uwcr of Attorncy)A'1"1'URNE'f->:N-FACT (Space is provided hetow for sipimtires of additional parties, if requited.) CON'H1AC"I'0R AS PRINCIPAL, SURI-TY Company: (Corp, Seal) ('ompan),:I,i.14I:RTY 1,111TU f, I NSURANC(hv'arp.. Seal) C01, PANY Signaulrc: __.y_ .. �- ----- —__- Sil;n:uurc: �`�:IjiL• _ ��._)i-( Name and Title: Name and Tit Ie:M R E. HENKE, M I.SSOURI (')UNTI:RSI.GN J.W. AGENT EX13C No, 1910-214-A (19x16 Filition) Originally pirpared through the joim efforts of the Surety As-,c cimion of Amcnc a, I:nrtitmcis joins r',m r i 1 K,cuments r'�muniucc, the A,,scKiatcd Cieocral 'nnlraclntc of Amenc:a, mul the American Instilute of Architrets. I&li'( icrANT--Surety companies executing BONDS must appear on the Trcasmy I eprutinerit's most current list (Circular 570 aq amen(W)and be authorized to transact business in hfissomi. ' 00610-1 171:C(7tYiRAC1 OR a twit he:sun r(y,it It nl I alrl tevrtail y,hu.1 the mfr Ives,tt,efr pfl.d.lirfy, rot whale of In p.ol, %favii t Nolief (N,H,r the OWNf R ooll i,-rrdttlrt)to !Ins. tteculols, admilutill tons, %uctrss(its alwl a%ttriss b) life (IY.iwl foe Ili' enforce any Irmefly ay.olablr to de ()WN1 1) !rfortn.uxe of(fir Colilm 1, which is uworpol,urd twit III by Irfefelxe 6 Afiri the OWNI-A Ic% Irrn111LIly41 tile COMVACIOR's tq;hl fO tixnplr.te fie If tile,CONIRAC'i'Olt performs the Contrail,11K Surrty alwi dw CON fPMA OR Conll 10, alwl If lie Surely riects f)act ufwlrt patagtaldl 4,d,4 7,ti 4 3 stove, then )vii tw obllg.1tion urxlct this Nu d,rcccpt to panficipanr ill ron(ctctx rs ac powidr l ill t11e rr%(iulsibiluirs of t1/r Surely u)the OWNiiR 111.111 lot be p,fratrf dun hash of the tragnph 3.1. C'ON'l RACTOR fowler the Contract, alit Uw resiotmhililic_s of t}x OWNER to the Sutery.fall not tie ghcatct than fixse of 11w.OWNYN Miler the Contract. 1'o a limit of If theft!ix Iwo OWNER Default,the Surety's ahhgalion Maier till%Itoiwl shall.ui%c file amwfua of this Wnwl,lids subject to cranmitmcnl by the OWNh3t of lite nnlanrc of ter: life Contract Price u)mitigation of co'.ts 31w1 damvages on the Cono-3tt, die Surely is (4digatrd witwlut duplication Rlr: 3.1. the OWNER ihaa notified File COKMACf(1R alel file Surety at the, vWftscts dr..etibed in paragraph IQ below,sit the OWN[{R It cousitleriog (I I 'ill rr%i on%ihililies of the CONi R.ACTOR for corrrc•fion of defective declaring a CONTRACTOR Dcfauli aril has retiimstrd aid aoernp" u, Work atilt cooglfclion of file Conrrao; arrange a conference with fix COMACi'OR anwl fir Surety to tie held nor later than fifteen days after receipt of such iotice to discuss mctlwwh of 4 1 Additional legal, dr%hgn profcssionill aryl delay costs resulting from file performing life Contract. If file OWNER, 0w CUtdi')(A(-I'C)R aoxl lilt COrfl RACI OR'%Default, arxl oe%ulfing from the actions or failure to act Surety agree, the CONTRACTOR shall be allowed a rruotable link let of tilt•Surety mwlcr par.igiaph.t;;sew) prifurin the Contract,Intl such an agreement shall IN,(waive the OWNER's tight,if any,.uhsequr.nlly to declare a COKMACI'Oit Default; atilt b 1 I.iquidatrd d;utuges, or If no liquidated danLiges ate specified in the ('unuau, arulal danugrs caused by delayed performaoxe or ton- 3.2. The OWNFY. has dre:lar"I a CONTRACTOR ihfault arxl fnlnl.11ly pef(omianre of live CC)NFRACI'OR tennirated tlx C(3NI7tAC1'OR's right to complete, the Contract. Such CONTRACTOR IX-bull i-ftaR oo(be declared carlica tun twenty days after 7 ')'hr Surely that) fwd !x; lial+)e 14) dre OWl*R or others for obligal}tm% of the tht CONTRACTOR and the Surety havr Icceivrd notice a%provided in CON I'RA(`1'09 that arc unlclaird it) the ('onlrml, and ale Wlarw'e of the Contract paragraph 3.1;anti Price dull INK tie reduced or set off On acralnt of any such unfelatel olbligalions. No ,fight of auxm dull amine cm thi%Itorwl to any person or entity other than the OWNER 3.3. 'lip;OWNER has agreed to pay the Itafaocc Of the Contract Price lo: or Ili brie.,executers,administhatort,or successors. 3.3.1. The Surety in accoola a Willi the terms of the C'nnttict; M. 'file Sulcty hereby waive notice of any mange, including changes of little,to ate ('om.1u or ill relaIM sutnunuact,,purchase orders aril other Obligations. -1.3.7 ArwlUher eonuactnr selrclnl(ml�uant to panl;raidv 4.1 uI(x rf,nm[fir Contract. r). Any pro,rcding,Irgal or equitable,mitirr this llond may be instituted fir.any uyart of cmilpetetrt juriulictiom in the fxatiorf in which rte Work or pan of fire Work is When the OWNER has sati%ficJ the comlitions of paragraph 3, the Surety shall 1-111cd alt)shill be instituted within two years after CONTRACTOR Default or within mlplly and at she Surety's expense take one of the following arclom: Iwo years after Ili.('()ill RACII)k crazed working in within two years after the Surety rchlscs of falls to ix•f fiat))Ill oblir.,i om uhxlcf chi%Ikirwl,whktiever octvrs first if the 4.1. Arrange for dw.CQITIRACI'OR,wf:A comew of the OWNiiR, Io perlonn pnivhsions of this paragraph ate void (it prohibited by law, five minimum period of arxl complete live Contract;or limitation available u) surctir;a a% it defele.e in tic jurisdiction of the shit shill tie ap(nct-al-Ir 4.2. Undertake to perform aril complete the Conflict Itself, Ilutogh its agrnls or through inxlepcnlnhl contractor.,or M. Notice to the Surely, tale OWNEIt of the C'ON'1RA(.rOlt shall tic .nailed or Itt•llvelcd to the addless Sliown Off IIIC%igualurr.page. 4.3. Obtain bids or negmiatiM prtgina)s front qualiflyd conffactors acccprable to The OWNER lot a conuacl for perfomioce atwl Crinpiction of the 11. Whrn this Ikix1 has born finished to comply with a statutory or other legal Contract, arrange for a contract to tie prepared for execution by to rrquirrnena in lite ltration where dve Cootrlct was tie per(onned,any provision in this OWNER aml the contractor srlrclyd with five OWNHR's Col ulrrmc,to be ikllxl Conlllcting with said statutory of legal tequirr,nent shall be declined deleted here stcuted with pelftllttaife anxt payuwtil NnAls rxet uIrd fly a qu.difird surely (torn alw)provision%conforming In such stafutory or other legal requirement shall be equivalent In llW 11,rfuls imred on the Contract, )fill pay to the OWNER the drrnled im ofporat-d hrnrin. Tllr inherit is th.,I 06% iknxl .,hall tie colstrurd a% a amount of dantagrs m drm nlbnl in pavig aph 6 Ill excess of live n.11alxe of t:uutooy bolol.11X1 lint as a conunon law I'mul the Col m-K-1 Price 11Y.Imed by the. OWNI•R Ic%ulhing, hum ihr CONi'RAC,'TOR 1)elAu h,Ili I. I1•bnfotms 4,4. Waive its right Ioixf(of fit arwl'Complete,arrange for ct,+nplcuun,or obnaill 1: 1 11,11Jlxr of t)i•Conlixt Ill wr:'IIK 6A.11.Iffmitim pJYJble by tile-OWNER to a irw ctrnlfhuor afxl with rG imitabir pfoollu e%%miller lite rill kllmlaIw rs, die CONTRACTOR wwici the Conuacl after all proper adjusuncnts tuve I,rt-fl made, 110114mg .IIIIIWaIwr" to the C01417RAC'h'OR of any of fonts 4.4.1 Aftr.t invesugatimi.dcicoilnlr the.IIIwNlf11 fn( W1114 h if ot.ty tK liable rr(cived of u)lie receivrd by the OWNFA ill settlement of imutall/c or to she OWhGR deal, as stwoh as pratlitable ahe•r the aowwull s odor('highs for dAITLI);r%n/WhK If 11K C0tClV.A(.'1'1:)R Is ens itlel, r duced delrnnincd, troffer paymrnl thriefoi it)the OWllLk, rat by .,II valid list proprr payinrnti ,nadr to of on tichalt of the I'I IirIRA('1 OIt ufwtrt the ('ofllfart 4 •1 7 Reny liability in whole of in pan and rwluly Il,r Usti'Nlili clap; re.L%OM Ihcrefor. I! ('outran Me af.,fertnrnt betr.ccu thr OWNER ahxt the('ON'i RACTOR 0,-Ili bed on the %iplorufr pat•., if,,11n1n1)• all Contrail Itominr.1A alai If the Surely dl es not pftrtrJ ,r. Illovlded ill prrr,l}{taptt 4 Willi few'i,ioldc h.urprsthrlrto, nplress,drc Surety OLI)I tie derllicil to lie fit default oil this tloW liftrrfl days after opt of an additional written votive from Il,c OWNER to the Sillrly dclnalwling that 1: l C()N'I KM'-70lt i vfauh. F.:'dwc of Ilse('Oid'l KACIOR,which leas midKr ;ufety perform its ubligaoorx urxlct the flood,alxl Illy OV,'NlJ(shall be rented fo berm icltirdird twit waived• to profofln or odwrwlse to romply with the -rcc any remedy nvaifabir W the.OWNG1:. 11 tic Surety prtrrrds as provided in hens of the Conti ar t" grlth 4..t,alwl 1111;OWNER n tole:;fib!p,yttknt Irnlcrrd of Ili•Surety has denied I: 4 OWNER 1s-faulC Failure of tK OWNI-:R,which Ins oritfer been rnlscclied for —mcd, Io pay the CON ItAL"I'OR ai requifrd by the Contrail or to perform.1101 crwo(dctr of romply W fill the Other trans Ihercof. (FOR INFORMATION (INIA'- Name, AddreNn anti 'Felepholiv) AGENT tar BROKER: (..)WNIsR'S IZI:PItI?Si:N'I'A'I IVI? (I:.nl-,ilic(-I ill u(ht•r 1),Il-ty): 00610.2 Any curse>Ponclencc nt rclaUun to I'll,Ronal should be directed to: I,E1tERTN' F10M)SE.RVV'FS BOND NO, 340-012-672 450 PIA',N101111 RD S E •101► Payinent Bond 1'I,YNIO1"1'11 MEETING l'A 19.02-16.1.E pIt.1610)�t?.'t?.tu Any singular reference to Contractor, :surety, Owner or other party shall be comsidered plural where applicable. CONTRACTOR (Name and Address): S11R1s1'Y (Name and Address of Principal Place VISU-1l:WE,11 CLEAN I S1.A1.,, INC. of Business): W230 N4855 BETKE.R UR. LIBERTY muTUAI, INSURANCE COMPANY PEWAUKEE, WISCONSIN 53072 175 BERKELEY ST. OWNER (Name and Address): BOSTON, MASSACHUSETTS 02117 CITY OF JEFFERSON 320 E. MCCARTY ST. JEFFERSON CITY, MISSOURI 65101, CONTRACT Date: FEBRUARY 1 7 , 2004 Amount: FIVE HUNDR.I D SIK'rY—N F.NE, THOUSAND ONE: IRINI U'l) FIFTY—ONE, ANI) 70/100 DOLLARS Description (Narttc and 1-Peation): ($569, 151 . 70) BASIN 3 SANITARY SEWER SYS'1'I?M REAlAB I I.,L'1'AT I.ON JEFFERSON CITY, MISSOURI. PRO.IEXT 110295401-02 BOND Date (Not earlier than Contract Date): EE'BRUARY 23, 2004 Amount: DIVE HUNDRED SIX'T'Y—NINE: THOUSAND ONE IILINI)REI) EIE'1'Y—ONE, ANI) 70/100 DOLLARS Modifications to this Bond Form: ($569, 151 .70) NONE Surety and Contractor, intending to be legally bound hereby, subject to tits terms printed on the reverse side hereof, (lo each cause this Payment Bond to be duly executed on its behalf by its authorized officer, agent, or representative. CONTRAcmll AS PRINCIPAL. SURETY Company: VLSI!--SF ER CLEAN &% (<'urp. Seal) Cumpatty: 1,' l 1141'Y M }'UAL, INS JRA 6'I,)rp. Seal) SEAL, C0` l 'NY y' . , It Si},na ore: t Nama and Title: PNt►-LtP Ron Ar-P Name and Title: CHARLE:NE RI•Ct; VICE- QRES10 (Attach Power of Attorney) ATTORNEY—I ACT (Spa" is provided tn:Iow for signatures of additional patties, if requited.) CONTRACTOR AS PRINC.'1PAl. SURETY Company: (C'urp. Scal) C mIlp;uty: L,I. IKI(TY MUTUAL LNSURAN(1fV1P- Scal) 9RTE.RS1GNt1-'G-Signature:Name and Title: Name and AGENT EJCDC No. 1910-28.11 (1996 Edition) ' Originally prepmed dtrouph the joint efforts of the Surety Asvwialioit of America, I:ngiiwets Joint CoImikcI IN)c III)tln9 CUntrlliI tee, If it A,sociated (.;encral Cnntraclors of America,the, American Institute of Architects,the American Snl<unuacturs Aw)-cimion, and the Associatrd Sl.rcialty Connaclots. IMPORTAN'r Surety companies executing,lm.tNDS m st appear on the Treasury Department's most current list (Circa lar 570 na Unleade(l);Intl he awlimized to transact business in Missouri. 006'20-1 tlhe CONIRACIOR atoll Ilse Slurry,}suidy atoll uvriAly,bvid dr.in-Avrs, lire,( R. Anwnnds Iwrif try Itor ONI'll-R In the C0N I RACIOR utwlrr Ilse Cliflffdrl aAll s,executors, tKlminisiralurs,Sts ccssors aryl aufyus to Ilw:OWNER In pay fill tk used It)(file Iw'Iheus:uol a tit ills( oOlt.It t drill Ito s.rll%ty t W111%, If ray, un(r Ally C.nsaletlals tad efloiprnerd fuinidr•d for Ilt in tr. p rffrtilNfr'e of the Contract, Pelfillinaive Ittuvl Ity the Ct)N IRM A OR furnishing air) Ihr OWNER. accepting A is incoWalnl herein by rtfercoce, this thou!, they ague that all fun11 e.0 ncd by the C'ON'1 RAC IM In Ile perfosmance of the Contract ale dedicated to satisfy otrplgatoa: of live With rtsinct to the OWNER, this obligation scull Iv null and void if the CON'i"RAC1'UR And tN:Slncty older this dtoiwl, subject its Use OWNER's priority YTRACTOR: to use tve futwls for Ilhe completion of the WeA 1. Promptly snakes payment, directly ar indirectly, fn( all sun,( due 9, 71K Surety Stlall not lee liable No Ilse OWNER.ClAlnunts of vibris fire(olligatons Claimants, and of the CONTRACTOR that are unrelated to tlhe Coutnct. nit O'WNiiR Shull roc e Ile liable fix payment O4 airy costs tar expemes of airy Clainlanl unler flak flood, and !.2. Uefenls, Indemnilies and holds iarinless the OWNIJt hlxn all Clahrl%, shall have ulwler this (fond no oldigations to snake payments to, give nolices on demands, liens or suits by any person or entity Who furnished lalxlr, 1•ehal(of,or otherwise lave obligations to Claimants under this lions. materials or equipment for use In Ilse loerfonnance of Use Contract, provided dvC OWNI''it has promptly n(Nified Ilve CONTIAM COR assts Ilse 10, Ille Surety hcfcby waives rholice ref any change, irKalading changes of time,to Surety (at the addresses destined in paragraph 12) of any claims, the Contract or nth related Sub(onha:tt, purchase orders and other obligations. denunit, liens or suits atoll ienferel defense of stich claims, dernan s, liens or suits to the COMIM7iOR and the Surely, atrl provided there is 11. No suit Ise action%full IT clitu emel try a Claim tit under this fluted other Chan no OWNER Default. ill a clrutt of contin.(Cilt jnrluliction fn the Ideation in which die Work or putt of the Wntk is IOCAled tar after lire capiration Of oche year from tie date(1)on which the With respect to Claimants, this illiigation shill be null aryl void if the Clailiuln gave live notice le(phirnl by paragraph 4,1 or paragraph 4.2.3, or(2)on TMACi'OR psontlidy nukes paynnenl,directly or inlirmily,for all sums due. which the last IalKrt or %crvice w1s lMrforrned by anyone or the last materials or ctluipnseni writ furnislrctd by anyone utAcr Ise Constnsction Contract,whichever of the Surety slsall have no obligation to Claimants unlcr This flood until: (1)Or(7)first Occurs, if the provisions of this paragraph are void or probibited by law, the minion in pocriod of limitation avafdable to sureties as a defetsw in the 1. Claimants who are employed by or have a dirrct contract with Use jilt iWiction of file Slit Shall IT applic.hhlc, CON17tACTOR have given rKnice to the Surety (a( the addresses described in paragraph 12) and sent a copy, or notice (theicof, tr, the 12. Notice tat Ile Surely,live OWNER or life CONTRACTOR shall be inaile+d or OWNER, stating that a claim is being asatde ufrler this Bond and, Willi dcliveml to the x1dirswS Stvhtvn on Ilse sign ruir p.*ge, Actual receipt of tolire by subst:u11631 accuracy, tie arntKOn(Of the cbin. Surely, the OWNER or the CONTHA(7rm i owever accurnphxlscd, shall be sufficient cony:han•e as of the date Iccrivrd .11 tile, Address Shown Oil life sigtatulc .2. Claimants who do not have A dfrrct contract with Ih-CONTRA(, paf;r. 1, Ilave furnished written folfce to the CON"I'RACiOR anti sent A cophy, 13. Wilms this Iloo) he:her"n liunc.hrd to comply with a stmurory or wher itIml or notice thereof, to live OWNER, within!X)days after having tau irtpliienirot fn the lv:allnn where lhr Csinttact was to bt pcifonned,any provision performers latxlr or last furnished materials or equipment included in in lilts Bond ctuthcting with said stanitoiy or legal requirement shall be det^me) Ile clairn Stating, with substantial accuracy, the amount of the claim dr,letrd herefnmi ,rd provisions conforming to such statutory or other legal and the nano of the patty to Whom life materials were furnf%hed or fTgllticmCiit shall IK1 deville)in"mpotated IK•rr.in. 'ilic intent is, that this HOW shall supplied or for whoin(he datwr Was dote or lieiforined, urn I't consruN I AS A statutory Ilolwd arks Intl as a r.Onllnon law IKnid. 2. Have eilller received a rejection fn whole or in part hum the 14. UI41n Irvpicss of any irclson or entity Aplxaring to he A Irotential beneficiary of COMMAC'rOlt, tar not received within 30 days of furnishing the this liont,arc C'(N TRACTOR shali promptty hnnish a c(I)y of this(lord or shall above notice any conrtnunication front the CON'MACi•OR by which Ile tnll(,1 1 oily to IM made. the COMRACfOR had rntfcalrd the claim will Ir p.rid d4rcdy or inlirecdy; and 15 iHil 1dJ1(IONS 3. Not having, been paid ivillm. ate Jl"ivr 30 tLsys, here seal a written I'. I (Cameos: An ifvhvidu.hl of rilmy hiving a direct conttacl u•ilh Ihr isolke to doe Surriy and stud A ctjoy,In nAlce 11KItOf,Ili the OWNER, CON'1'I(AI'f'OR or with a SubLontl.hclnr of the C'ON1 RAC TOR OR in lutnish stating dial a Claim is being;nsa:le u!oller this 144Krl and rrcdosuig a c(g)y 1.114q. maul ills tar equipment(tor use fn the pct foriumicc of Ilse C untrao. of the previous written nt,lice Iumidicd mil Ihr.CoCffR CIOlt. Iloc intrnt of this I1o1r1 shall NM to fn"ludr Without limit:llion in lire Ietnl% 'Iekrt, imurtials tat rvpliliformt'111.11 p.ut of w11rr,111s, iKrsvcr, h(,Irt,heat, If a notice icrpmr.l by paragraph 4 f% given by the ON'Nl:l( ill the od,f!A'arlliM, WICphoili SCrVi(C or ICn1,11 Cquilnnclu used in the Contract, I'll(ACI'OR tat ill the Suiety,that is sullicirm voniphan,:c .uthltrVilital And eogiOrcling services Inplfird for pr.ifortnalhce of the Walk of Ihr C ON'l RAC'I'OR atvl (tie UOVIVA('PW's Subconnacuots, Vhtn the Claimant has salisrtcd the colrllilion%Ili palagr'Aph•1,the Surely shall L1141 Al o11u•1 items liv which A ricchanic,% lien may Ire Asscrtrd in the 1plly and at the Sulety's exp•cnse take the following Amon tit,odlr ,,on svhrrc life L1Liu, nf,ursi,ds of equlpnlrn( weir furnished. 1. Scroll an answel to tic Clainl,nrt, will a cilly to Ihr 01VNiilt, within dti 1`. I l'.auterl 'Ihr .1pirrnlcnl i.rtwren [lie(1WNIi1C aivl the C'ONiI(ACi'Oi( drys aftel Ieceipt tat Ihr Harold, sie(uy;Ilv.111wnints 111.11;m•utvtir.l-utrd a(rl Jrrdilird %'It Ihr sfl;tr.uun p•epc, its,lodoip, all ('unre,l Or:unu nts and the basis for challcngfnp,any a:rpNlnrs`hart arc disputed li,uipr%pihriVlo .1. flay or arrange for payment of any undisputed anvrunts, Iti 1 rlt4'NI I( In•Iaull. 1'a11ule of (hr owNlgt, which has ot•iiher been rrnu(itrd mil waivrd, to p,iy fir CONTRAI."I'OI( as irquirrd by the lie Surely'% total ubligatitirl shall trot cxcr.•d itic amen,( ul Ilus Ilrnvl, AI4I Ill(- t'ouom t t., IO Iwootnt .itxl (oinplcic or comply uilh Ihr other Irrtns tint of this Idollrl%f1,111 Ise Credited (tit any paynhens made fn pf.d lailh by Ihr 011•1 r4d 1y, (FOR INFORMATION ONLY--Name, A(dless sluts Tc'1c'l)h()rlr) AGENCY or BROKER: OWNisR'S R Fil f'RfSI�,N'I'ATIVF (I'n1linct'I ill outer Iha11y): Of)(r,!U ? , NOTICE FROM SURETY REQUIRED BY TERRORISM RISK INSURANCE ACT OF 2002 In accordance with the Terrorism Risk Insurance Act of 2002 (referred to hereinafter as the "Act"), this disclosure notice is provided for surety bonds on which one or more of the following companies is the Issuing surety: Liberty Mutual Insurance Company; Liberty Mutual Fire Insurance Company; LM Insurance Corporation; The First Liberty Insurance Corporation; Liberty Insurance Corporation; Employers Insurance Company of Wausau (formerly "EMPLOYERS INSURANCE OF WAUSAU A Mutual Company"); Peerless Insurance Company; and any other company that is a part of or added to the Liberty Mutual Group for which surety business is underwritten by Liberty Bond Services (referred to collectively hereinafter as the "Issuing Sureties"). NOTICE FORMS PART OF BOND This notice forms part of surety bonds issued by any one or more of the Issuing Sureties. DISCLOSURE OF PREMIUM The premium attributable to any bond coverage for "acts of terrorism" as defined in Section 102(1 ) of the Act is zero Dollars ($0.00). DISCLOSURE OF FEDERAL PARTICIPATION IN PAYMENT OF TERRORISM LOSSES The United States will reimburse the Issuing Sureties for ninety percent (90%) of any covered losses from terrorist acts certified under the Act exceeding the applicable surety deductible. ' L iMIC''-6530 2/03 Notarial Acknowledgement—Attorney in Fact 'TATE OF WIS!7DJJS_ IN 1 S.S. ounty of On this._ 23121) dayof FEBRUARY 1��!} _`, bct'orc n7r, J[ INITA J. SC-017 �x_ _ .___.._.�_. a Notary Public in and for said N1ILWAUKI:I's _ .�_ _ ._.__ County, State alart-said, residing therein, duly commissioned and sworn, personally appeared �C[Ir�RI I?Ni? RlTCI[1.ti' _known to me to be the 19 name rson whose is subscribed to the within instrument as the attorney in fact of L!BE'RTY Nt LJAL INSURANCE COMPANY and acknowledged to me that he subscribed the name of LIBERTY MUTUAL INSURANCE. CON)PANY thereto as surety,and his ,own as attorney in fact. IN WITNESS WHET-RIiOF, I have hereunto set my hand and affixed my official seal, at my office in said county of MILWAUKEE __ _ thy day and year in this certificate lirst above written. A'r` k t .__..y:.��.v Notary Public in and for the county cSf State of WISCOtJS[j�1 My commission expires 9/26/04 SC001 I 01-92 1 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND, 1297262 This Power of Attorney limits the acts of those named heroin,and thav have no authority to bind the Company nxcept In tho manner and to the extent hmein ntnted, LIBERTY MUTUAL INSURANCE COMPANY BOSTON,MASSACHUSETTS POWER OF ATTORNEY f NOW ALL PERSONS BY THESE PRESENTS: That I.ibarty Muhral hasuranc:o Company (tho "Conipany"), a Massachusolts stock Instfranco company,purnuant to and by authority of the Ely-law and Authorization horoinaftar sot forth,door horoby naino,constrtuto and appoint KAY A. HANNAH, BRIDGET MCCARTHY, CHARLENE RITCHEY, BETH MATYSIK, JUANITA J. SCOTT,ANNA KRUBSACK, MARY ELLEN HEESE, CAROLYN J. RAMULT-SACCO, ALL OF THE CITY OF MILWAUKEE, STATE OF WISCONSIN ....... ............................................................................................................................................................................................... each In(ilvldutatly tl there ba more than one naraocd, Its Will and lawh)I atton)oy-in•fact to nlako, e>•.ocuto, soil, acknowledge and deliver, for and on its behalf as surety aril as its act and doocd, any and all undortaking s, bonds, rocognlzancos and othor surety obii(salons In tiro poem sum not oxeooding THIRTY MILLION AND 00!100""""""""" " _ DOLI.AfiS($,_3O,000,000.0"*" ) each,and tiro execution of such tuulorlakBigs,�bonds, roragnir.nnros arl(I o1h01 direly obligations, in pursuarwri of Iheso prosonts, shall bo as binding upon the Company as If they had born(duly signecd by Ufa pro!,ldont and atlosted by tho secrot;ary of tho Company in Ihoir own propor persons. That this powor is made and t,xocutucd pursunnl to arid by authority of tho following Hy-law and Authorization: ARTICLE XIII - Fxc+cation of Contracts:Soction 5.Stuoty Ronds and Undoilakdigs. Any ofhcor of the Company authorizod for that purpose In writing by tho r:hainnan or [Ito prosidont, find subject to Such Ihnittatlons as 1110 chairman or tho prosicdonl may pfoscribo, shall appoint such attornoys-ill-fact, as may bo nocossary to act in bohrdf of tho Company to make, �p oxocuto, stint, acknowledgo and dolivur ias surety silly and all undortakings, bonds, rocogiiiriincos fund other suroly obligations. Stich 'D attornoys-In-fact, subj0cl to Iho limitations sol forth if-. their raspo(;hvo powr.r,; of a1!ornoy, shall havo lull powor In hind lho Company by Ihoir N signahiro and oxecution of silly such instruinonl:;and to alttich thoroto Iho so,al of Iho Company. When So oxomilotd such Ifisirunlents shall be 0)i as binding as it Slgnod by tho prosidont and nllostod by tho sacrutary, f_ .N t3y iho of Owing inslnunont Ilit)chairman of tho prosidont has authonzocd Iho ofhcor of oihur official nanlod Ilmulln to appoint atlomoys-In-fact: Pursuant to Article Xill, Section 5 of tho 11y-taws, (;anent W. Hliolt, ASSiSGwt 5ucrotiuy of t ihnr)y MiAual Insurance Company, Is hor0by � is mithorizod to appoint such attonnoys-in-fact as n)ay bit nocessrary to su't in bohall of tho Company to inako, oxo(mirl, soil, acknowi0dgo and _ deliver as sufoty any;uail all undorG+kirn)s,hands,rucugnirincu=and olhar surety oblio allons. (`— 0 That tho By-law and tho Authorization sot forth:above+ilm Vuo copiuS Illarenf d1ld silo new in full farce and ofi0cl. W IN WITNESS WIIE.'.HECJF, Ind:; Power of Attnnloy bias bauo suhscribod by an imthofi7ed ofhcuf or otlicial of iho Company and the rorporalo soal of Liberty Mutual Insurnnco Company has boon affixod tholoto in I)Iyaloulh Munhng, POrue;ylva nia Ibis 291h (,f May V^_, 0 CL O� LIBERTY MUTUAL.INSURANCE COMPANY CGmiml W. I Iliott,Assi:zianl Socmlary Lp COMMONWEAL-IIOf 131'NNSYt-VANIA «O 1. �1 U) COUNTY Cif=MONTGOMERY O Y Y _ Y I Y ! J C On this ?_ II. day of__Mn.y. -_.,_., 29�' , Loloro nw, a Not.n f obit(, ioi::unall (aims ('j;gop!.A7,_F:Idicd, b mo known, and acknowlocdr od Z' that ho is an ASSistant Socrotary of 1-Ibafty Muinal Insut'llwo C:ofnpany; thal Ina knows tho coal of saidf:Ufl)ofiltioll; and that Ile ox0ci)Iod tho above t? E, Power of A.ttoinoy and affixod !tin curporatu soil of I iborly MutuM Instualwo Cunip;ury Ihoroto Willi the aulhouty rand ill tho drroction of staid corporation. Lu IN TE=SI IMONY WI IFFLF01', I flavo hor0unlo suh;.cnhu(I my nafno and affixod my notarial :,osll ill I)lymoulh Morilim. Ilotmsylv,low,on tiro clay and year r M v first above wrilton. 00 R1 C E� By - ------ _ - --- 06 l o t(";ii Piaslullu, Nolary f)ubhc 0 r CERTIFICATE N- e I,the un(10rsignod,Assistant Socrotary of liberty Mutual Inswiinco Company,do howhy ruftify thitl Iho ofloinid powor of aliorney of which Ilia foregoing is a full,trio and(cured copy, is in full fowo and ollorl on tho data of this corldiralo; and I(lo Ilulhor rufhfy that tho ofh(;f}r or official who oxocutod tho said powor of aitornoy is as Assistant Soc:relary specially aulhorizo d by Iho chi)unu)n of the pro!i0onl to iippouaf ;ltou)oyr in-lad as providod in Article XII1, Suction 5 of iho lly,ums of I-lborty Mutual II1SILINI"re C;onnparay. This corlificalo till(] tho abovo powor of attorney wily I'u siynord by liacsimilo or rnoOmnir,ally rnprocducod Slgn;luros under and by aulhoilly of file following voto of the holm]of cdiroclofs of I.iborly Mutual Insurance Cornpafry of it nwoling duly callod and hold on tho Will clay of March, 1980. VOTk.D that tho faf siinilo or mochauwiffly roplocduced s,c)nt)ir:fo of any ;assislanl Socn)tary of tho company, whorovor appo,.uing upon a cortiflod copy of any powor of attorney issu0rd by 1110 (,-,fapariy ill c01111,00i0n with Surety boards, shall ho valid and hnirdin(l upon Iho company Willi the wino forco and offoct its though ninnually affixod LFE TIMONY Wl IEREOT, I havo horounto subscrihod my narr:o,anrd affixod tho emporalo so,u of tho siiid company, this-_ 'Mj) _ clay of R A LA ._,�_�OO!d_. C1y 1)avi 1 M.Carey, Assl�tinl Sorrottuy This document lim important legal consequences; consultation with tin attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project mid the Controlling Law. STANDARD 0 GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT r11rcparecl by ENGINEER`;JOIN,r CON'T'RACT DOCUMENTS CONINHI TEE and 0011 Issued and Published Jointly By @9tll National Society of Professional Engineers AMERICAN CONSULTING Prolesslorrol tnginairsln Private Practice AMERICAN SOCIETY OF ENGINEERS COUNCIL CIVIL ENGINEERS PROFESSIONAL, IINGINEFRS IN PRIVATE 11RAC'i•IC1: a Practice division of the NATIONAL SOCIETY OF F'ROFL?SSIONAL ENGINEERS AMERICAN CONSUI:1•INC; F,NGINEI I?S COUNCII, AMERICAN SOCIETY OF CIVIL 1:NGINF..ERS This docu►rncnt has been approved and endorsed by 'file Associated General (A, )fll f) Contractors of America 1 Cnnstnu•tion Specifications Institute ' These General Conditions have been prepared for use with thr, Owner-Contractor Agreements(No. 1910-8-A-1 or 1010- 8-A-2) (1996 Editions). 'Their provisions are interrelated and a chaalge in one may necessitate a change in the otUcr. Comments concerning their usage are contained in the CJCUC User's Guide (No. 1910-50). For guidance in the preparation of Supplementary Conditions, see C;uide to (lie ['reparation of Supplementary Conditions (No. 1910-17) (1996 Edition), Fr,JCDC No. 1910-8 (1996 Edition) r r r r r i i 1 Copyright 01996 Nations! Society of Professional Engineers 1420 King Street, Alexandria, VA 22314 American Consulting Engineers Council 1015 150h Street N,W., Washington, DC 20005 American Sl ociety of Civil Engineers 345 East 471h Street, New York, NY 1(X)17 (0M) - 2 1 TABLE'. C)I, (,'0N'i7?N'1'S ARTICLE i - DEFINITIONS AND TERMINOLOGY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 6 1.01 Defined Terms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 -6 1.02 Tcrminvlogly . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 8 ARTICLE:2 - PRELIMINARY MATTERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 9 2.01 Delivery of Bonds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 9 2.02 Copies of Documents 00700 - 9 2.03 Commencement of Contract Times; Notice to Proceed . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 9 2.04 Starting the Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 -9 2.05 Before Starting Construction (X)700 - 9 2.06 Preconstru•tion Conference . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 10 2.07 Initial Acceptance of Schedules . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 10 ARTICLE 3 - CONTRACT DOCUMENTS: iNTENa'. AMENDING, REUSE : . . . . . . . . . . . : : : : . 007(x7 - 10 3.01 Intent . . . . . 0070 - 10 3.02 Rtfrrenre Standards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 10 3.03 Reporting and Resolving Discrepancies . . . . . . . . . . . . . . . . • . , . • . • . . ' • • . . • , , • . 00700 - 11 3.04 Amending and Supplementing Contract Uocumrnl.s . 00700 - 11 3.05 Reuse of Documents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ARTICLE,4 - AVAiLABILITY OIL LANDS; SUiISURF*ACI AND PIIYSICAI.CONDITIONS; REFERENCE POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0700 - 11 4.01 Availability of Lands . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0X700 - 11 4.02 Subsurface and 19t),sical Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 12 4.03 Differing Subsurface or Alo,sical Conditions • • . , . . , • • • , . . , • . . . ' • ' . • ' , . . . , . 00700 - 12 4.04 (Inderground Facilities 00700 - 13 4.05 Reference !'Dims . . . . . . . . . . . . . . . . , . . . . . . . . . . . I . . . . . . . . . . , . . . . . . 00700 - 13 4.06 Hazardous E'nvironinental Condition at Site . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 007W - 14 AR'riCLE 5 - BONDS AND INSURANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 15 5.01 Performance, Payment, and Other Bonds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (X)700 - 1- 5.02 Licensed Sureties and Insurers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Cxl700 : 15 5.03 Certificates of Insurance WHO - 15 5,04 CONIRACI'OR's Liability Insurance . . . . . . . . . . . . . . . . . . . . . . . 00700 15 5.05 OWNER's Liability Insurancee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (X1700 - 16 5.06 Property Insurance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (X1700 - 16 5.07 Waiver of Rights (K)7(X) - 17 5.08 Receipt and Application of Insurance Proceeds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0700 - 18 5.09 Acceptance of Bonds and Insurance; Option to Replace . ' • . , . • . . . , . . . ' . ' . , , • , ' . 007(X) - 18 5.10 Partial Utilization, Arknowleclg int-til cJPropert .Insurer . (.x)700 - 18 ARTICLE 6 - CONTRACTOR'S 1(ESPONS11111,l'111iS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 007(X) - 18 6,01 Supervision and Superintendencee . . . . . . . . . . . . . . . (X)7(X) - 18 6.02 Labor; Working (lours . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (x)700 - 19 6.03 Services, Materials, and Equipment . . . . . . . . . . . . . . . 007(X) - 19 6.(W Progress Schedule . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (X)700 - 19 6.05 Substitutes and "Or-Equals" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (X)700 - 19 6.06 C'onc'erning; Subcontractors, Suppliers, and Others WAX) - 20 6,07 Patent Fees and Rovalties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (X)7(X) - 21 6.08 Permits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0700 - 21 6.09 Laws and Regulations . . . . . . . . . . . . . . . . . . (K)7(X) - 22 6.10 'fares . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W700 - 22 6.11 Use of Site and Other eireas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0(1700 - 22 6.12 Record Documents . . . . . . . . . . I . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 007(0 - 22 6.13 Safety and Protection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 007(K) - 23 6.14 Safety Representative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . I . (111700 23 6.15 hazard Communication Programs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (X)7(X) - 23 (X)7(K) • 3 1 6.16 Emergencies. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (X)700 - 23 6.17 ,Shop Drawings and Samples . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0700 23 6.18 Continuing the I4Iork . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 24 6.19 CONTRACTOR's General 11arrarty and Guarantee . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 25 6.20 Indemnification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 25 ARTICLE 7 - 07'111°sR WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 26 7.01 Related Work at Site . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (x)700 - 26 7.02 Coordination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 26 ARTICLE 8 - OWNER'S RESPONSIBILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0700 - 26 8.01 Communicatirnrs to Contractor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0)700 - 26 8.02 Replacement of ENGiNUR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 26 8.03 l lrrnish Data . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 26 8.04 Pay Promptly 111hen Due . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ()07(X) 26 8.05 Lands and Easements; Reyrorts and Tests . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0)700 - 26 8.06 Insurance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 27 8.07 Change Orders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 27 8.08 Inspections, Tests, and Approvals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 27 8.09 Limitations on OWNF.R's Responsibilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 27 8.10 Undisclosed Hazardous Environmental Condition . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 27 8.11 Evidence of financial Arrangements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 27 ARTICLE 9 - ENGINEER'S STATUS L)URiNG CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 27 9.01 OWNER'S Representative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (X)7OO 27 9.02 Visits to Site. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 27 9.03 Project Representative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 27 9.04 Clarifications and Interpretations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 28 9.05 Authorized Variations in Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 007(X) - 28 9.06 RejectinS Defective Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 28 9.07 Shop Drawings, Change Orders and Payments . . . . I . . I . . . . . . . . . . . . . . . . . . . . . . 00700 - 28 9.08 Determinations for Unit Price 9'ork . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 28 9.09 Decisions on Requirements of Contract Documents antl Acceptability of Work . . . . . . . . . . 00700 - 28 9.10 Limitations on ENGINEER's Authority and Responsibilities . . . . . . . . . . . . . . . . . . . . . . (X)700 - 28 ARTICLE 10- Ci(ANGES iN nm WORK; CLAIMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (X)7()) - 29 10.01 Authorized Changes in the IVork . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (X)700 - 29 10.02 Unauthorized Changes in the Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (X)700 - 29 10.03 Execution of Change Orders . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . 00700 - 29 10.04 Notification to Surety . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (X)700 - 29 10.05 Claims and Disputes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (X)700 - 30 ARTiCL.E: 11 - COST OF TIIF, WORK; CASH ALLOWANCES; UNIT PfZIC'!? WOR1< . . . . . . . . . . . . . . (X)7(X) - 30 11.01 Cost of the II'ork . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 30 11.02 Cash Allowances . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0700 - 32 11.03 (brit Price lilork . . . . . . . . . . . . . . . . . . . . . . . . (X)700 - 32 . . . . . . . . . . . . . . . . . . . ' " ."I"IIM1S . . . . . . . . . . 07(X , 33 AR(1C .i 12 C:11ANC;Ls OF CONTRACT I'ItI:; CI)ANC;I ONTRA( , 12.01 Change of Contract !'rice . . . . . . . . . . . . . . I . . . . . . . . . . . . . . , , . . . . . . . . . . (10700 - 33 12.02 Change of Contract 'Times . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (X)700 - 33 12.03 Delays Beyond CON7'I(AC7(.)R's Control . . . . . (X)700 - 33 12.04 Delays Within C0 ArI1?A(7OR's Control . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 007(X) - 34 12.05 Delays Beyond Mi7VER's and COM'RACTOR's Control . . . . . . . . . . . . . . . . . . . . . . . . (x)700 - 34 12.06 Delay Damages . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (X)7()O - 34 ARTICLE 13 -TESTS AND INSPECTIONS; (.'ORRECTION, RFMOVAL OR AC°Ci:i''i'ANCE OF UEl'I:C"1'1V1 WORK . . . . . . . . . . . . . . . . . . . . . . . . . M700 - 34 13.01 Notice of Defects . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0700 - 34 13.02 Access to Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 34 13.03 Tests and Inspections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 34 13.(1`1 Uncovering Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . I . I . I . 00700 - 35 13.05 0tMER Afcry Slop the IVork . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (X)7(X) - 35 13.06 Correction or Removal of Defective Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 • 35 ' MM) - 4 r 13.07 Correction Period . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700.35 13.08 Acceptance of Defective Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 36 13.09 OWNER lday Correct Defective Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-36 ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION . . . . . . . . . . . . . . . . . . . . . . . . 00700-36 14.01 Schedule of Values . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-36 14.02 Progress Payments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-37 14.03 CONTRACTOR's Warranty of T(de . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-38 14.04 Substantial Completion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700.38 14.05 Partial Utilization. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-39 . . . . . . . . . . . . . . . 14.06 Final Inspection 00700- 39 14.07 Final Payment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-39 14.08 Final Completion Delayed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ()0700-40 14.09 Waiver of Claims 00700-40 ARTICLE, 15 - SUSPENSION OF WORK AND TERMINATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-40 15.01 OWNER May Suspend Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-40 15,02 OWWER May Terminate for Cause . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-40 15.03 OWNER May Terminate For Convenience . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-41 15,04 CONTRACTOR Ma v Stop Work or Terminate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-4 1 ARTICLE 16 - DISPUTE . . . . . . . . . . . . . . .RESOLUTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-41 th 16,01 Me (xis and Procedures 00700-41 ARTICLE 17 - MISCELLANEOUS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-42 17.01 Giving Notice . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-42 . 17.02 Computation of Times ()0700-42 17.03 Cumulative Remedies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17.04 Survival of Obligations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-42 17,05 Controlling Law . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-42 1 r r r r r r 00700 - 5 r GENERAL CONDITIONS ARTICLli l - Di:a'INiTiONS AND TE-RMiNOLOGY Contract Times, issued on or after the Effective Date of the Agreement. 1.01 hefinrd Terms 10. Claim--A demand or assertion by OWNER or CONTRACTOR seeking an adjustment of Contract Price A, Wherever turd in the Contract Documents and or Contract Times, or both, or other relief with respect to printed with initial or- all capital letters, the terms listed the terms of the Contract. A demand for money or below will have the meanings indicated which are applicable services by a third party is not a Claim. to Wth the singular ,uid plural thereof. 11. Contract--The entire and integrated written I. Iddefula.-Written or graphic instruments issued agreement between the OWNER and CONTRACTOR prior to the opening; of itids which clarify, correct, or concerning the Work. The Contract supersedes prior change the Bidding Requirements or the Contract negotiations, representations, or agreements, whether Documents. written or oral. 2. Agreement.-The written instrument which is 12. Contract Documents--The Contract Documents evidence of the agreement between 0WNi_'R arrd establish the rights and obligations of the parties and CON'HtACTOR coveting tilt Work. include the Agreement, Addenda (which pertain to the Contract Documents), CONTRACTOR's Bid(including :1. Applirafion fill Pa'wil vlt I llc form acceptable to documentation accompanying the Bid and any post Bid I'NGINI'il?R which is to he used by CONTRAC'1'Olt documentation submitted prior to the Notice of Award) dtirink the course of the Work ill l c(luestin); prof;res s or when attached as an exhibit to die Agreement, the Notice filial payntc ul", and which is to be :iccooipallied by such to Proceed, the Bonds, these General Conditions, the supporting doi:umewation as is ic(loned by the Contrac!. Supplementary Conditions, the Specifications and the Docunicrtts. Drawings as the same are more specifically identified in the Agreement, together with all Written Amendments, I,vIieptis Any matrt iai that contains more than Change Orders, Work Change Directives, Field Orders, one ixrccnl asbestos tout is friable of r• rrll-asinl; axlx tos and ENGiNEER's written interpretations and filers inun ill(- air above cumin( iicnon levels estahlishvil clarifications issued on or after the Effective Date of the by the United `shit's (k-cup;i(tlulal Safety alld Health Agreement. Approved Shop Drawings and the reports Administialion, and drawings of subsurface and physical conditions are not (_bnttact Documents. Only printed or hard copies of 5. Bid -'late• ollet or of .t biddcl submitted the items listed in this paragraph are Contract Documents. on the prescribed 11)1 11) sl-ttnip, lot ill tilt- p!Ices lilt till• files in electronic media format of text, data, graphics, Work to hr 1wi lot lined :ind the like that pray be furnished by OWNER to ( ONTIZACTOit are not Contract Documents. h, fiitl,htly Doluolrnrl the ft IM111p kr(lttitrnlcnt, and !ht- proposed r'ontt tit t 04 1t tutu rite. t uu lu(Iet), .ill 1:1. (.'unfract l'rice--The moneys payable by OWNER Addenda is,.ucd pill to ict vigil %d Hid%) to CONTRACTOR for completion of the Work in a(cordance with the Contract Documents as stated in the T Rid llli; l�rllrrrrrin,'rlr, 'I be :�dil-in.l-uu lit (n ;%yivvtnent (suhject to the provisions of paragraph 11.03 itwitation to Itid, Insimi lligl, to hiddl1%, Md !.t-1 u111V in the rase of Unit Price Work). foi m, if am', ,11111 till- Rill 11(1(11 (r 1111 ;u1y .uppl( uu lit , 1.1. ( 'onn iii-i 1'iin es- The number of days or the dates H. 11('114h Pc lot maul(( ,110 p.1"nirnl hi,111" ,11111 ,ta1r(I ill the Agreement to: (i) achieve Substantial other irml11Mc•nts of MY111 Ill, ( tnrlplctiort; and (ii) complete the Work so that it is ready fro flnal pavinew as evidenced by ENGINEER's written tt. ('11,111 a e)Id'I A dtlt i:llit•lit Iri'ouliticiitlril b1 W(JIltlmrtithtion of litial payment. l Nt 11NVI'lt a loch is sipnrtl b� ('( )N I It,\t 'I(M .ilid O\%'NI{R and ;uuhoiiive on oddinon, tlrl(•Ilt1n, (r%i�.ion 1 , ('ONTf-I("/'0R--'I'lie individual or entity with in the Wotl; of I'm .01w.1111rnt ul till' ( '(-1111.((t I'l It r ill 1111• whim t YNfiP has enteral into the Agreement. , IsiII(t) t-1 1 16. Cost of the Work--See paragraph l LOLA for 27. Milestone--A principal event specified in the definition. Contract Documents relating to an intermediate comple- tion date or time prior to Substantial Completion of all the 17. Drawings--That part of the Contract Documents Work. prepared or approved by ENGINEER which graphically shows the scope, extent, and character of tltc Work to be 28. Notice of Award--The written notice by OWNER performed by CONTRACTOR. Shop Drawings and to the apparent successful bidder stetting that upon timely other CONTRACTOR submittals are not Drawings as so compliance by the apparent successful bidder with the defined, conditions precedent listed therein, OWNER will sign and deliver the Agreement. 18. Effective Date of the Agreement.-Mic date indicated in the Agreement on which it becomes effective, 29. Notice to Proceed--A written notice given by but if no such date is indicated, it means the elate on OWNER to CONTRACTOR fixing the date on which the which the Agreement is signed and delivered by the last Contract Times will commence to rttn and cm which of the two parties to sign and deliver. CONTRACTOR shall Mart to perform the, Work under the Contract Documents.ENGINEER--The individual or entity named as such in the Agreement. 30. OWNF.R--'lhc individual, entity, public body, or authority with whom CONTRACTOR has entered into 20. ENGINEER's Consultant--An individual or entity the Agreement and for whorn the Work is to be having a contract with ENGINEER to furnish services ;!s per formed. ENGINEER's independent professional associate or consultant with respect to the Project and who is 3I. Partial Utili;ation--Use by OWNER of a substan- identified as such in the Supplementary Conditions. wally completed part of the Work for the purpose for which it is intended (or a related purpose.) prior to 21. Field Order--A written order issued by ENGI- Substantial Completion of all the Work. NEER which requires minor changes in the Work but which does not involve a change in the Contract Price or 32. PCBs--Polychlorinated biphenyls. the Contract Times. 33. 1'rtrolerun--Pelt oleum, including mule nil or any 22. General Requirements--Sections of Division i of fraction thereof which is liquid at standard conditions of the Specifications. The General Requirements pertain to temperature and pressure (00 degrees Fahrenheit and 14.7 all sections of the Specifications, ix,unds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil referee, gasoline, kerosene, and oil 23. Hazardous Environmental Condition--Thc mixed with other non-Iazardous Waste and cntde oils. presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material in such 70. I'tojecr 'I'hc total construction of which the quantities or circumstances that may present a substantial Work to be performed under the Contract Documents danger to persons or property exposed thereto in may he t1w whole, or a part as may be indicated connection with the Work. elsewhere in the Contract Documents. 24. Hazardous tVaste--The term Hazardous Waste 35. 1'rojert Marueal--The bound documentary shall have the meaning provided in Section MA of the inforncrtion prepared for bidding and constructing the Solid Waste Disposal Act (42 USC Section OtX)3) as Work. A listing of the contents of the Project Manual, amended from time to time, which may be hound in one or more volumes, is cuuuriucd m the urhle(s) cf contents. 25. Laxty atul Regtalatiorts;Lanus or Regulations.-Any and all applicable laws, rules, regulations, ordinances, 30, Radioactive Afateria/—Source, special nuclear, or ' codes, and orders of any and all governmental bodies, hyproxluct material as defines! by the Atomic Energy Act agencies, authorities, and courts having jurisdiction. of 195.1 (42 USC Section 2011 et seq.) as amended from time to time. 26. Liens--Charges, security interests, or encumbrances upon Project funds, real property, or 37. Residetu Project Repre:.entutivc -'1'trc. authorized personal property, rcpresentrrtirc of ENG1NEFIR who may be assigned to the Site or auY p:ut thereof. 007(K) - 7 38. Samples--Physical examples of materials, steam, liquid petroleum products, telephone or other equipment, or workmanship that are representative of communications, cable television, water, wastewater, some portion of the Work and which establish the storm water, other liquids or chemicals, or traffic or standards by which such portion of the Work will be other control systems. judged. 47. Unit Price Work--Work to be paid for on the 39. Shop Drawings--All drawings, diagrams, ilhrstra- basis of unit prices. tions, schedules, and other data or information which are specifically prepared or assembled by or for CON- 48. Work--The entire completed construction or the TRACTOR and submitted by CONTRACTOR to various separately identifiable parts thereof required to be illustrate some portion of the Work. provided under the Contract Documents. Work includes and is the result of performing or providing, all labor, 40. Site-..Lands or areas indicated in the Contract services, and documentation necessary to produce such Documents as being furnished by OWNER upon which construction, and furnishing, installing, and 'incorporating the Work is to be performed, including rights-of-way and all materials and equipment into such construction, all as casements for access thereto, and such other lands required by the Contract Documents. furnished by OWNER which are designated for the use of CONTRACTOR. -- 49. Work Change Directive--A written statement to CONTRACTOR issued on or after the Effective Date of 41. Specifications That part of the Contract the Agreement and signed by OWNER and recommended Documents consisting of written technical descriptions of by ENGINEER ordering an addition, deletion, or revision materials, equipment, systems, standards, and in the Work, or responding to differing or unforeseen workmanship as applied to the Wort, and certain subsurface or physical conditions under which the Work administrative details applicable thereto. is to be performed or to emergencies. A Work Change Directive will not change the Contract Price or the 42. ,Subcontractor--An individual or entity having a Contract Times but is evidence that the panics expect that direct contract with CONTRACTOR or with any other the change ordered or documented by a Work Change Subcontractor for the performance of a part of the Work Directive will be incorporated in a subsequently issued at the Site. Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract 43. Substantial Completion--Thc time at which the 'Times. Work (or a specified part thereof) has progressed to the point where, in the opinion of ENGINEER, the Work (or 50. Written Amendment--A written statement a specified part thereof) is sufficiently complete, in modifying the Contract Documents, signed by OWNER accordance with the Contract Documents, so that the and CONTRACTOR on or after the Effective Date of the Work (or a specified part thereof) can be utilized for the Agreement and normally dealing with the nonengineering purposes for which it is intended. The terms or nontechnical rather than strictly construction-related "substantially complete" and "substantially completed" as aspects of the Contract Documents. applied to all or part of the Work refer to Substantial Completion thereof. 1.02 Terminology 44. Supplementary Conditions--That part of the A. Intent of Certain Terms or Adjectives Contract Documents which amends or supplements these General Conditions. 1. Whenever in the Contract Documents the terms "as allowed," "as approved," or terms of like effect or 45. Supplier--A manufacturer, fabricator, supplier, import are used, or the adjectives "reasonable," distributor, materialman, or vendor having a direct "suitable," "acceptable," "proper," "satisfactory," or contract with CONTRACTOR or with any Subcontractor adjectives of like effect or import are used to describe an to furnish materials or equipment to be incorporated in action or determination of ENGINEER as to the Work, it the Work by CONTRACTOR or any Subcontractor. is intended that such action or determination will be solely to evaluate, in general, the completed Work for 46. Underground facilities--All underground compliance with the requirements of and information in pipelines, conduits, ducts, cables, wires, manholes, the Contract Documents and conformvtce with the design vaults, tanks, tunnels, or other such facilities or concept of the completed Project as a functioning whole attachments, and any enca sernents containing such as shown or indicated in the Contract Documents (unless facilities, including those that convey electricity, gases, there is a specific statement indicating otherwise). The 00700 - 8 r use of any such tern or adjective shall not be effective to ARTICLE 2 - PRELIMINARY MATTERS assign to ENGINEER any duty or authority to supervise _ or direct the performance of the Work or any duty or authority to undertake responsibility contrary to the 2.01 Delivery of Bonds provisions of paragraph 9.10 or any other provision of the Contract Documents. A. When CONTRACTOR delivers the executed Agreements to OWNER, CONTRACTOR shall also deliver B. Day to OWNER such Bonds as CONTRACTOR may be required to furnish. 1. The word "day" shall constitute a calendar day of 24 hours measured from midnight to the next midnight. 2.02 Copies of Documents C. Defective A. OWNER shall furnish to CONTRACTOR up to ten copies of the Contract Documents. Additional copies will be 1. The word "defective," when modifying the word furnished upon request at the cost of reproduction. "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it does not conform to the Contract 2.03 Commencement of Contract Times:Notice to Proceed Documents or does not meet the requirements of any inspection, reference standard, test, or approval referred A. The Contract Times will commence to run on the to in the Contract Documents, or has been damaged prior thirtieth day after the Effective Date of the Agreement or, if to ENGINEER's recommendation of final payment a Notice to Proceed is given, on the day indicated in the (unless responsibility for the protection thereof has been Notice to Proceed. A Notice to Proceed may be given at any assumed by OWNER at Substantial Completion in accor- time within 30 days after the Effective Date of the dance with paragraph 14.04 or 14.05). Agreement. In no event will the Contract Times commence to run later than the sixtieth day after the day of Bid opening D. Furnish, Install, Perform, Provide or the thirtieth day after die Effective Date of the Agreement, whichever date is earlier. 1. The word "furnish," when used in connection with services, materials, or equipment, shall mean to 2.04 Starting the Work supply and deliver said services, materials, or equipment to the Site(or some other specified location) ready for use A. CONTRACTOR shall start to perform the Work on or installation and in usable: or operable condition. the date when the Contract Times commence to run. No Work shall be done at the Site prior to the date on which the 2. The word "install, when used in connection Contract Times commence to run. with services, materials, or equipment, shall mean to put into use or plane in final position said services, materials, 2.05 Before Starting Construction or equipment complete and ready for intended use. A. CONTRACTOR's Review of Contract Documents: 3. The words "perform" or "provide," when used Before undertaking each part of the Work, CONTRACTOR in connection with services, materials, or equipment, shall carefully study and compare the Contract Documents shall mean to furnish and install said services, materials, and check and verify pertinent figures therein and all or equipment complete and ready for intended use. applicable field measurements. CONTRACTOR shall promptly report in writing to ENGINEER any conflict, error, 4. When "funish," "install," "perform," or "pro- ambiguity, or discrepancy which CONTRACTOR may vide" is not used in connection with services, materials, discover and shall obtain a written interpretation or or equipment in a context clearly requiring an obligation clarification from ENGINEER before proceeding with any of CONTRACTOR, "provide" is implied. Work affected thereby; however, CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any E. Unless stated otherwise in the Contract Documents, conflict, error, ambiguity, or discrepancy in the Contract words or phrases which have a well-known technical or Documents unless CONTRACTOR knew or reasonably construction industry or trade meaning are used in the should have known thereof. Contract Documents in accordance with such recognized meaning. B. Preliminary Schedules: Within ten days after the Effective Date of the Agreement (unless otherwise specified r 00700 - 9 in the General Regttirements), CONTRACTOR shall submit I. The progress schedule will be acceptable to to ENGINEER for its timely review: ENGINEER if it provides an orderly progression of the Work to completion within any specified Milestones and 1. a preliminary progress schedule indicating the the Contract Times. Such acceptance will not impose on times (numbers of days or dates) for starting and ENGINEER responsibility for the progress schedule, for completing the various stages of the Work, including any sequencing, scheduling, or progress of the Work nor Milestones specified in the Contract Documents; interfere with or relieve CONTRACTOR from CUNTRACTOR's full responsibility therefor. 2. a preliminary schedule of Shop Drawing and Sample submittals which will list each required submittal 2. CON'TRACTOR's schedule of Shop Drawing and and the times for submitting, reviewing, and processing Sample submittals will be acceptable to ENGINEER if it such submittal; and provides a workable arrangement for reviewing and processing the required submittals. 3. a preliminary schedule of values for all of the Work which inclurles quantities and prices of items which 3. CONTRAC'TOR's schedule of values will be when added together equal the Contract Price and subcli• acceptable to ENGINEER as to form and substance if it vides the Work into component parts in sufficient detail provides a reasonable allocation of the Contract Price to to serve as the basis for progress payments during component parts of the Work. performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE C. Evidence of Insurance: Before any Work at the Site _r is started, CONTRACTOR and OWNER shall each deliver to the other, with copies to each additional insured identified 3.01 Intent in the Supplementary Conditions, certificates of insurance (and other evidence of insurance which either of them or any A. "ilae Contract Documents are complementary; what additional insured may reasonably request) which is called for by one is as binding as if called for by all. CONTRACTOR and OWNER respectively are required to purchase and maintain in accordance with Article 5. B. It is the intent of the Contract. Documents to describe a functionally complete Project (or part, thereof) to be 2.06 Preconstruction Conference constructed in accordance with the Contract Documents. Any la„or, documentation, services, materials, or equipment A. Within 20 days after the Contract 'Times start to run, that may reasonably be inferred from the Contract Docu- but before any Work at the Site is started, a conference ments or from prevailing custom or trade usage as being attended by CONTRACTOR, ENGINEER, and others as required to produce the intended result will be provided appropriate will be held to establish a working understanding whether or not specifically called for at no additional cost to among the parties as to the Work and to discuss the schedules OWNER. referred to in paragraph 2.05.11, procedures for handling Shop Drawings and other submittals, processing Applications C. Clarifications and interpretations of the Contract for Payment, and maintaining required records. Documents shall be issued by ENGINEER as provided in Article 9. 2.07 Initial Acceptance of Schedules 3.02 Reference Standards A. Unless otherwise provided in the Contract Docu- ments, at least ten days before submission of the first A. Standards, S' ecifl cations, Codes, Laws, and Application for Payment a conference attended by CON- Regulations TRACTOR, ENGINEER, and others as appropriate will be held to review for acceptability to ENGINEER as provided 1. Reference to standards, specifications, manuals, below the schedules submitted in accordance with paragraph or codes of any technical society, organization, or 2.05.B. CONTRACTOR shall have an additional ten days to association, or to Laws or Regulations, whether such make corrections and adjustments and to complete and reference be specific or by implication, shall mean the resubmit the schedules. No progress payment shall be made standard, specification, manual, code, or laws or Regula- to CONTRACTOR until acceptable schedules are submitted tions in effect at the time of opening of Bids (or on the to ENGINEER. Effective Date of the /'agreement if there were no Bids), , (1)700 - 10 except as may be otherwise specifically stated in the 3.04 Amending and Supplementing Contract Documents Contract Documents. A. The Contract Documents may be amended to provi&.. 2. No provision of any such st►rtdtua, specification, for additions, deletions, and revisions in the Work or to manual or code, or any instruction of a Supplier shall be modify the terns and conditions thereof in one or more of the effective to change the duties or responsibilities of following ways: (i) a Written Amendment; (ii) a Change OWNER, CONTRACTOR, or ENGINEER, or any of Order; or (iii) a Work Change Directive. their subcontractors, consultants, agents, or employees from those set forth in the Contract Documents, nor shall B, The requirements of the Contract Documents may be any such provision or instruction be effective to assign to supplemented, and minor variations and deviations in the OWNER, ENGINEER, or any of ENGINEER's Work may be authorized, by one or more of the following Consultants, agents, or employees any duty or authority ways: (i) a Field Order; (ii) ENGINEER's approval of a to supervise or direct the performance of the Work or any Shop Drawing or Sample; or (iii) ENGINEER's written duty or authority to undertake responsibility inconsistent interpretation or clarification. with the provisions of the Contract Documents. 3.05 Reuse of Documents 3.03 Reporting and Resolving Discrepancies A. CONTRACTOR and any Subcontractor or Supplier A. Reporting Discrepancies or other individual or entity performing or furnishing any of the Work under a direct or indirect contract with OWNER: 1. If, during the performance of the Work, (i) shall not have or acquire any title to or ownership rights CONTRACTOR discovers any conflict, error, ambiguity, in any of the Drawings, Specifications, or other documents or discrepancy within due Contract Documents or between (or copies of any thereof) prepared by or hearing the seal of the Contract Documents and any provision of any Law or ENGINEER or ENGINEER's Consultant, including e Regulation applicable to the performance of the Work or electronic media editions; and (ii) shall not reuse any of such of any standard, specification, manual or code, or of any Drawings, Specifications, other documents, or copies thereof instruction of any Supplier, CONTRACTOR shall report on extensions of die Project or any other project without it to ENGINEER in writing at once. CONTRACTOR written consent of OWNER and ENGINEER and specific shall not proceed with the Work affected thereby (except written verification or adaption by ENGINEER. This in an emergency as required by paragraph 6.16.A) until prohibition will survive final payment, completion, and an amendment or supplement to the Contract Documents acceptance of the Work, or termination or completion of the has been issued by one of the methods indicated in Contract. Nothing herein shall preclude CONTRACTOR paragraph 3.04; provided, however, that CONTRACTOR from retaining copies of the Contract Documents for record shall not be liable to OWNER or ENGINEER for failure purposes. to report any such conflict, error, ambiguity, or dis- crepancy unless CONTRACTOR knew or reasonably should have known thereof. ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDI'T'IONS; B. Resolving Discrepancies REFERENCE POINTS 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract 4.01 Availability of Lands Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the A. OWNER shall furnish the Site. OWNER shall notify provisions of the Contract Documents and: CONTRACTOR of any encumbrances or restrictions not of ' general application but specifically related to use of the Site a. the provisions of any standard, specification, with which CONTRACTOR must comply in performing the manual, code, or instruction (whether or not specifi- Work. OWNER will obtain in a timely manner and pay for cally incorporated by reference in the Contract casements for permanent structures or permanent changes in Documents); or existing facilities. If CONTRACTOR and OWNER are unable to agree on entitlement to or on the amount or extent,, b. the provisions of any Laws or Regulations if any, of any adjustment in the Contract Price or Contract applicable to the performance of the Work (unless 'rimes, or both, as a result of any delay in OWNER's such an interpretation of (tic provisions of the furnishing (lie Site, CONTRACTOR may make a Claim Contract Documents would result in violation of such therefor as provided in paragraph 10.01. I.aw or Regulation). 00700 - 11 B. Upon reasonable written request, OWNER shall 4.03 D{fering Subsurface or Physical Conditions furnish CON'T'RACTOR with a current statement of record legal title and legal description of the lands upon which the A. Notice: If CONTRACTOR believes that any subsur- Work is to be performed and OWNER's interest therein as face or physical condition at or contiguous to the Site that is necessary for giving notice of or filing a mechanic's or uncovered or revealed either: construction lien against such lands in accordance with applicable Laws and Regulations. 1. is of such a nature as to establish that any "technical data" on which CONTRACTOR is entitled to C. CONTRACTOR shall provide for all additional lands rely as provided in paragraph 4.02 is materially and access thereto that may be required for temporary inaccurate; or construction facilities or storage of materials and equipment. 2. is of such a nature as to require, a change in the 4.02 Subsurface and Physical.Conditions Contract Documents; or A. Reports and Drawings: Tlie Supplementary 3. differs materially from that shown or indicated in Conditions identify: the Contract Documents, or 1. those reports of explorations and tests of 4. is of an unusual nature, and differs materially subsurface conditions at or contiguous to the Site that from condition, ordinarily encountered and generally ENGINEER has used in preparing the Contract Docu- recognized as inherent in work of the character provided ment , and for in the Contract D(Nurnents, 2. those drawings of physical conditions in or then CONTRACTOR shall, promptly after becoming aware relating to existing surface or subsurface structures at or thereof and before further disturbing the subsurface or contiguous to the Site(except Underground Facilities) that physical conditions or perforating any Work in connection ENGINEER has used in preparing the Contract therewith(except in an emergency as required by paragraph Documents. 6.16.A), notify OWNER and ENGINEER in writing about such condition. CONTRACTOR shall not further disturb B. Limited Reliance by CONTRACTOR on Technical such condition or lxrforrn any Work in connection therewith Data Authorized: CONTRACTOR may rely upon the (except as aforesaid) until receipt of written order to do so. general acruracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not B. ENGINF.ER's Review: After receipt of written notice Contract Documents. Such "technical data" is identified in as required by paragraph I.03,A, INGINEER will promptly the Supplementary Conditions. Except for such reliance on review the pertinent condition, determine the necessity of such "technical data," CONTRACTOR may not rely upon or O'-A'NER's obtaining additional exploration or tests with make any Claim against OWNER, ENGINEER, or any of respect thereto, and advise OWNER in writing (with a copy ENGINEER's Consultants with resl)cct to: to CONTRACTOR) of INGINEER's findings and coliclusions, 1. the completeness of such reports and drawings for CONTRACT'OR's purposes, including, but not C. Possible Price awl 7?1nes"Idjustnreilrs limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to 1. The Contract Price or the Contract Times, or be employed by CONTRACTOR, and safety precautions both, will be equitably adjusted to the extent that the and programs incident thereto; or existence of such differirlf; subsurface or physical condition causes an increase or decrease in 2. other data, interpretations, opinions, and CONTRACT OR's cost of, or time required for, perfor- information contained in such reports or shown or mince of the Work; suhjecl, however, to the following: indicated in such drawings; or 8. SUCK C011d1UOn 111t1St meet any one or more of 3. any CONTRACTOR i tile r,pretation of or the Cate};cries described in paragraph 4.03.A; and conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. b. with respect to Work that is paid for on a Unit Price Basis, any ad.juslinent in Contract Price Will he subject to the ptuvisions of paragraphs 9.08 and 11.03. 0(17i1(l - 12 2, CONTRACTOR shall not be entitled to any b, locating all Underground Facilities shown or adjustment in the Contract Price or Contract Times if: indicated in die Contract Documents, a. CONTRACTOR knew of the existence of c. coordination of the Work with the owners of such conditions at the tine CONTRACTOR made a such Underground Facilities, including OWNER, final commitment to OWNER in respect of Contract during construction, and Price acid Contract Times by the submission of a Bid or becoming bound under a negotiated contract; or d. the safety and protection of all such Under.. ground Facilities and repairing any damage thereto b. the existence of such condition could resulting from the Work. reasonably have been discovered or revealed as a result of any examinition, investigation, exploration, B. Not Sluiwn or Indicated test, or study of the Site and contiguous areas required by the Bidding Requirements or Contract 1. If an Underground Facility is uncovered or Documents to be conducted by or for CON- revealed at or contiguous to die Site which was not shown TRACTOR prior to CONTRACT'OR's making such or indicated, or not shown or indicated with reasonable final commitment; or accuracy in the Contract Documents, CONTRACTOR shall, promptly after becoming aware thereof and before c. CONTRACTOR failed to give the written further disturbing conditions affected thereby or notice within the time and as required by paragraph performing any Work in connection therewith (except in 4.03.A. an emergency as required by paragraph 6.16.A), identify the owner of such Underground Facility and give written 3. If OWNER and CONTRACTOR are unable to notice to that owner and to OWNER and ENGINEER. agree on entitlement to or on the amount or extent, if any, ENGINEER will promptly review the Underground of any adjustment in the Contract Price or Contract Facility and determine die extent, if any, to which a Times, or both, a Claim may be made dierefor as change is required in the Contract Documents to reflect provided in paragraph 10.05. However, OWNER, and document the consequences of the existence or ENGINEER, and ENGINEER's Consultants shall not be location of the Underground Facility. During such time, liable to CONTRACTOR for any claims, costs, losses, or CONTRACTOR shall be responsible for the safety and damages (including but not limited to all fees and charges protection of such Underground Facility. of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution 2. if ENGINEER concludes that a change in the costs) sustained by CONTRACTOR on or in connection Co itract Documents is required, a Work Change with any other project or anticipated project. Dh •ctive or a Ch.uige Order will be issued to reflect and doc iment such consequences. An equitable adjustment 4.04 Underground Facilities sha ' be made in the Contract Price of Contract Times, or both, to the extent that they are attributable to the A. Shown or Indicated: The information and data shown existence or location of any Underground Facility that or indicated in the Contract Documents with respect to was not shown or indicated or not shown or indicated existing Underground Facilities at or contiguous to the Site with reasonable accuracy in the Contract Documents and is based on information and data furnished to OWNER or that CONTRACTOR did not know of and could not ENGINEER by the owners of such Underground Facilities, reasonably have been expected to be aware of or to have including OWNER, or by others. Unless it is otherwise anticipated. If OWNER and CONTRACTOR are unable expressly provided in the Supplementary Conditions: to agree on entitlement to or on the amount or extent, if any, of any such adjustment in Contract Price or Contract 1. OWNER and ENGINEER shall not be Times, OWNER or CONTRACTOR may make a Claim responsible for the accuracy or completeness of any such therefor as provided in paragraph 10.05. information or data; and 4.05 Reference !'mints ' 2. die cost of all of the following will be included in the Contract Price, and CONTRACTOR shall have full A. OWNER shall provide engineering surveys to responsibility for: establish reference points for construction which in ENGINEER's judgment are necessary to enable CON- a. reviewing and checking all such information TRACTOR to proceed with the Work. CONTRACTOR and data, shall be responsible for laying out the Work, shall protect and preserve the established reference points and property 00700 - 13 monuments, and shall make no changes or relocations l:nviront iental Condition, ('ON'TRAC:TOR shall immedi- without the prior written approval of OWNER, ately: (i) secure or otherwise isolate such condition; (ii)stop CONTRACTOR shall report to ENGINEER whenever any all Work in connection with such condition and in any area reference print or property monument is lost or destroyed or affected thereby (except in in emergency as required by requires relocation because of necessary changes in grades or paragraph 6.16); and (iii) notify OWNER and ENGINEER locations, and shall be resixmsible for the accurate (and promptly thereafter confirm such notice in writing). replacement or relocation of such reference points or OWNER shall promptly consult with ENGINEER concerning property monuments by professionally qualified personnel. the necessity for OWNER to retain a qualified expert to evaluate such condition or take corrective action, if any. 4.06 Hazardous Environmental Condition at Site I?. CONTRACTOR shall not be required to resume A. Reports and Drawings: Reference is made to the Work in connection with such condition or in any affected Supplementary Conditions for the identification of those area until after OWNFIt has obtained any required permits reports and drawings relating to a Hazardous Environmental related therclo and delivered to CONTRACTOR written Condition identified at the Site, if any, that have been utilized notice: 0) specifying; that Such condition and any affected by the ENGINEER in the preparation of die Contract area is or has been rendered safe for the resumption of Work; Documents. or (ii) specifying any special conditions under which such Work may be resumed safely, If OWNER and B. Limited Reliance by COArIRACFOR on Technical C'ON'T'RAC'TOR cannot agree as to entitlement to or on the Data Authorized: CONTRACTOR may rely upon the amount or extent, if any, of any adjustment in Contract Price general accuracy of the "technical data" contained in such or Contract 'Times, or both, as a result of such Work stop- reports and drawings, but such reports and drawings are not page or such slwcial conditions under which Work is agreed Contract Documents. Such "technical data" is identified in to be resumed by CONTitAC"i'OR, either party may make a the Supplementary Conditions. Except for such reliance on Claint therefor as provided in paragraph 10.05. such "technical data," CONTRACTOR may not rely ulx,n or make any Claim against OWNER, ENGINEER or any of F. If after reccipf of such written notice ENGINEER'S Consultants with respect to: CONTRACTOR dexs not agree to resume such Work based on a reasomthle belief it is unsafe, or does not agree to 1. the completeness of such reports and drawings resume such Work uncler such special conditions, then for CONTRACTOR'S purposes, including, but not OWNER may order the portion of the Work that is in the limited to, any aspects of the means, methods, area affected by such condition to be deleted from the Work. techniques, sequences and procedures of construction to If OWNER and C'ON'TRACTOR cannot agree as to be employed by CONTRACTOR arid safety precautions entitlement to or on the amount or extent, if any, of an and programs incident thereto; or adlusrnlent in Contract Price or Contract Times as a result of deleting such portion of the Work, then :tither party may 2. other data, interpretations, opinions and make a Claim therefor as provided in paragraph 10.05. information contained in such reports or shown or OWNER may have such deleted portion of the Work indicated in such drawings; or performed by OWNER's own forces or others in accordance with Article 7. 3. any C_ON'T'RACTOR interpretation of or conclusion drawn from any "technical data" or any strc•.h (;. To the fullcta cxtcnt permitted by Laws and other data, interpretations, opinions or information. Regulations, 0\VNER shall indemnify and hold harmless CONTRAC TOlt, Subcontractors, ENGINEER, C. C'ONT'RACTOR shall not be resrxmsible for any ENGINEER's Consultants and the officers, directors, Hazardous Environmental Condition uncovered or revealed partners, employees, agents, other consultants, and at Ole Site which was not shown or indicated in Drawings or subcontractors of each and any of thorn from and against all Specifications or identified in the Contract Documents to be claims, costs, losses, and damages (including but not limited within the scope of the Work. C'ON'TRACTOR shall he to ali fees and charges of engineers, architects, attorneys, and responsible for a Hazardous Environmental Condition created other professionals and all court or arbitration or other with any materials brought to file Site by CONTRACTOR, dispute resolution costs) arising out of or relating to a Subcontractors, Suppliers, or anyone else for whom CON- Hazardous Environnienial Condition, provided that such TRACTOR is responsible. Hazardous 1,uvironnlental Condition: (i) was not shown or indicated ire the I)rawings or Specifications or identified in D. If CONTRACTOR encounters a Ha•ratdous the Contract Documents to be included within the scope of Environmental Condition or if CONTRACTOR or anyone for the Work, and 60 was not created by CON'T'RACTOR or by whom C'ON'TRACTOR is responsible creates a Hazardous anyone for whom CONTItAC"TOR is responsible. Nothing r in this paragraph 4.06.E shall obligate OWNER to indemnify of paragraph 5.01.1.1, CONTRACTOR shall within 20 days any individual or entity from and against the consequences of thereafter substitute another Bond and surety, both of which that individual's or entity's own negligence. shall comply with the requirements of paragrapbs 5.01.11 and 5.02. 11. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold 5.02 Licensed Sureties and Insurers harmless OWNER, ENGINEER, ENGINEER's Consultants, and the officers, directors, partners, employees, agents, other A. All Bonds and insurance required by the Contract consultants, and subcontractors of each and any of them from Documents to be purchased and maintained by OWNER or and against all claims, costs, losses, and damages (including CONTRACTOR shall be obtained from surety or insurance but not limited to all fees and charges of engineers, companies that are duly licensed or authorized in the architects, attorneys, and other professionals and all court or jurisdiction in which the d'rojt:ct is located to issue Bonds or arbitration or other dispute resolution costs) arising out of or insurance policies for the limits and coverages so require!. relating to a IImardous Environmental Condition created by Such surety and insurance companies shall also meet such CONTRACTOR or by anyone for whom CONTRACTOR is additional requirements and qualifications as may be provided responsible. Nothing in this paragraph 4.06.F shall obligate in the Supplementary Conditions. COi'dTRAC'TOR to indemnify any individual or entity from and against the consequences of that individual's or entity's 5.03 Certificates of Insurance own negligence. A. CONTRACTOR shall deliver to OWNER, with 1. The provisions of paragraphs 4.02, 4.03, and 4.04 copies to each additional insured identified in the Supple- are not intended to apply to a liaz trdous Environmental mentary Conditions, certificates of insurancc (and other Condition uncovered or revealed at the Site. evidence of insurance requested by OWNER or any other additional insured) which CONTRACTOR is required to purchase and maintain. OWNER shall deliver to ARTICLE 5 - BONDS AND INSURANCE CONTRACTOR, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by 5.01 Performance, Payment, and Other Bonds CONTRACTOR or any other additional insured) which OWNER is required to purchase and maintain. A. CONTRACTOR shall furnish performance and payment Bonds, each Tn an amount at least equal to the 5.04 CONTRACI'OR's Liability I»_surance rContract Price as security for the faithful performance and ■ payment of all CONTRACTOR's obligations under the A. CONTRAC'T'OR shall purchase and maintain such Contract Documents. 'These Bonds shall remain in effect at liability and other insurance as is appropriate for the Work least until one year after the (late when final payment being performed and as will provide protection from claims becomes due, except as provided otherwise by I iws or set forth below which may arise out of or result from Regulations or by the Contract Documents. CONTRACTOR CONTRACTOR's performance of the Work and shall also furnish such other Bonds as are required by the CONTRACTOR's other obligations tinder the Contract Contract Documents. Documents, whether it is to be performed by CONTRACTOR, any Subcontractor or Supplier, or by B. All Bonds shall be in the form prescribed by the anyone directly or indirectly employed by any of them to Contract Documents except as provided otherwise by Laws perform any of the Work, or by anyone for whose acts any or Regulations, and shall be executed by such sureties as are of them may he liable: named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as 1. claims under workers' compensation, disability Acceptable Reinsuring Companies" as published in Circular berieftts, and other similar employee benefit acts; 570 (amended) by die Financial Management Service, Surety ' Bond Branch, U.S. Department of the 'Treasury. All Bonds 2. claims for damages because of bodily injury, signed by an agent must be accompanied by a certified copy occupational sickness or disease, or death of of such agent's authority to act. CONTRACTOR's employees; C. If the surety on any Bond furnished by CON- 3, claims for damages because of bodily injury, TRACTOR is declared bankrupt or becomes insolvent or its sickness or disease, or death of any person other than right to do business is terminated in any state where any part CONTRACTOR's employees; of the Project is located or it ceases to meet the requirements M700 - 15 4, claims for damages insured by reasonably correcting, removing, or replacing defective Work in available personal injury liability coverage which are sus.- accordance with paragraph 13.07; and tained: (i) by any person as a result of an offense directly or indirectly related to the employment of such person by 7. with respect to completed operations insurance, CONTRACTOR, or (ii) by any other person for any and any insurance coverage written on a claims-made other reason; basis, remain in effect for at least two years after final payment(and CONTRACTOR shall furnish OWNER and 5. claims for damages, other than to the Work each other additional insured identified ir,. the Supple- itself, because of injury to or destruction of tangible mentary Conditions, to whom a certificate of insurance property wherever located, including loss of use resulting has been issued, evidence satisfactory to OWNER and therefrom; and any such additional insured of continuation of such insurance at final payment and one year thereafter). 6. claims for damages because of bodily injury or death of any person or property damage arising out of the 5.05 OWNER's Liability Insurance ownership, maintenance or use of any motor vehicle. A. In addition to the insurance required to be provided B. The policies of insurance so required by this by CONTRACTOR under paragraph 5.04, OWNER, at paragraph 5.04 to be purchased and maintained shall: OWNER's option, may purchase and maintain at OWNER's expense OWNER's own liability insurance as will protect 1. with respect to insurance required by paragraphs OWNER against claims which may arise from operations 5.04.A.3 through 5.04.A.6 inclusive, include as under the Contract Documents. additional insureds (subject to any customary exclusion in respect of professional liability) OWNER, ENGINEER, 5.06 Property Insurance ENGINEER's Consultants, and any other individuals or entities identified in the Supplementary Conditions, all of A. Unless otherwise provided in the Supplementary whom shall be listed as additional insureds, and include Conditions, OWNER shall purchase and maintain property coverage for the respective officers, directors, partners, Insurance upon the Work at the Site in ilia amount of the full employees, agents, and other consuluurts and replacement cost thereof(subject to such deductible amounts subcontractors of each and any of all such additional as may be provided in the Supplementary Conditions or insureds, and the insurance afforded to these additional required by Laws and Regulations). 'Phis insurance shall: insureds shall provide primary coverage for all claims covered thereby; 1. include the interests of OWNER, CONTRAC- 'rOR, Subcontractors, ENGINEER, ENGINEER's 2. include at least the specific coverages and be Consultants, and any other individuals or entities identi- written for not less than ilia limits of liability provided in flied in the Supplementary Conditions, and the officers, the Supplementary Conditions or required by Laws or directors, partners, employees, agents, and other Regulations, whichever is greater; consultants and subcontractors of each and any of them, cacti of whom is deemed to have in insurable interest and 3. include completed operations insurance; shall be listed as an additional insured; 4. include contractual liability insurance covering 2. be written on a Builder's Risk "all-risk" or open CON'rRACTOR's indemnity obligations under para- peril or special causes of lass policy form that shall at graphs 6.07, 6.11, and 6.20; least include insurance for physical loss or damage to the Work, temporary buildings, false work, and materials and 5, contain a provision or endorsement that the equipment in transit, and shall insure against at least the coverage afforded will not be canceled, materially following perils or causes of loss: fire, lightning, changed or renewal refused until it least thirty days prior extended coverage, theft, vandalism and malicious written notice has been given to OWNER and mischief, earthquake, collapse, debris removal, CONTRACTOR and to each other additional insured demolition occasioned by enforcement of Laws and e identified in the Supplementary Conditions to whom a Regulations, water darnage, in(] such other perils or certificate of insurance has been issued (and the causes of loss as may be specifically required by the certificates of insurance furnished by the CONTRACTOR Supplementary Conditions; pursuant to paragraph 5.03 will so provide); 3, include, expenses incurred in the repair or 6. retrain in effect at least until final payment and replacement of any insured property (including but not at all times thereafter when C'ONT'RACTOR may be limited to fees and charges of engineers and architects); 007011 - 16 4. cover materials and equipment stored at the Site at the Site, OWNER shall in writing advise CONTRACTOR or at another location that was agreed to in writing by whether or riot such other insurtuice has been procured by OWNER prior to being incorporated in the Work, OWNER. provided that such materials and equipment have been included in an Application for Payment recommended by 5.07 6'✓niver of Rights ENGINEER; A. OWNER and CONTRACTOR intend that all policies 5, allow for partial utilization of the Work by purchased in accordance with paragraph 5.06 will protect OWNER; OWNER, CONTRACTOR, Subcontractors, ENGINEER, ENGINEER's Consultants, and all other individuals or 6. include testing and startup; and entities identified in the Supplementary Conditions to be listed as insureds or additional insureds (and the officers, 7. be maintained in effect until final payment is directors, partners, employees, agents, and other consultants made unless otherwise agreed to in writing by OWNER., and ,;ubcontractors of each and any of them) in such policies CONTRACTOR, and ENGINEER with 30 days written and will provide primary coverage for all losses and damages notice to each other additional insured to whom a certifi- caused by the perils or causes of loss covered thereby. All cate of insurance has been issued. such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will B. OWNER shall purchase and maintain such boiler and have no rights of recovery against any of the insureds or machinery or additional property insurance as may additional insureds thereunder. OWNER and CONTRAC- be required by the Supplementary Conditions or Laws and TOR waive all rights against each other and their respective Regulations which will include the interests of OWNER, officers, directors, partners, employees, agents, and other CONTRACTOR, Subcontractors, ENGINEER, consultants and subcontractors of each and any of them for ENGINEER'S Consultants, and any other individuals or all losses and damages caused by, arising out of or resulting entities identified in the Supplementary Conditions, each of from any of the perils or causes of loss covered by such whom is deemed to have an insurable interest and shall be policies and any other property insurance applicable to the listed as an insured or additional insi.rred. Work; and, in addition,. waive all such rights against Subcontractors, ENGINEER, ENGINEER's Consultants,and C. All the policies of insurance (and the certificates or all other individuals or entities identified in the Supplemen- other evidence thereof) required to be purchased and tary Conditions to be listed as insureds or additional insureds maintained in accordance with paragraph 5.06 will contain a (and the officers, directors, partners, employees, agents, and provision or endorsement that the coverage afforded will not other consultants and subcontractor,of each and any of them) be canceled or materially changed or renewal refused until at under such policies for losses and damages so caused. None least 30 days prior written notice has been given to OWNER of the above waivers shall extend to die rights that any party and CONTRACTOR and to each other additional insured to making such waiver may have to the proceeds of insurance ,whom a certificate of insurance has been issued and will held by OWNER as trustee or otherwise payable under any contain waiver provisions in accordance with paragraph 5.07. policy so issued. D. OWNER shall not be responsible for purchasing and B. OWNER waives all rights against CONTRACTOR, maintaining any property insurance specified in this Subcontractors, ENGINEER, ENGINEER's Consultants,and paragraph 5,06 to protect the interests of CONTRACTOR, the officers, directors, partners, employees, agents, and other Subcontractors, or others in the Work to the extent of any consultants and subcontractors of each and any of them for: deductible amounts that are identified in the Supplementary Conditions. The risk of loss within such identified deductible, 1. loss due to business interruption, loss of use, or amount will be borne by CONTRACTOR, Subcontractors, other consequential loss extending beyond direct physical or others suffering any such loss, and if'any of them wishes loss or damage to OWNER's property or the Work property insurance coverage within the limits of such caused by, arising out of, or resulting from fire or other amounts, each may purchase and maintain it at the peril whether or not insured by OWNER; and purchaser's own expense. 2. loss or damage to the completed Project or part E. If CONTRACTOR requests in writing that other thereof caused by, arising out of, or resulting from fire or special insurance be included in the property insurance other insured peril or cause of loss covered by any policies provided under paragraph 5.06, OWNER shall, if property insurance maintained on the completed Project ssible, include such insurance, and the cost thereof will he or part uiercof by OWNER during partial utilization charged to CONTRACTOR by appropriate Change Order or pursuant to paragraph 14.05, after Substantial Completion Written Amendment. Prior to commencement of the Work W700 - 17 pursuant to paragraph 14.04, or after final payment of such party by the Contract Documents, such party shall pursuant to paragraph 14.07. notify the other party in writing of such failure to purchase prior to the start of the Work, or of such failure to maintain C. Any insurance policy maintained by OWNER cover- prior to any change in the required coverage. Without ing any loss, damage or consequential loss referred to in prejudice to any other right or remedy, the other party may paragraph 5.07.13 shall contain provisions to the effect that in elect to obtain equivalent Bonds or insurance to protect such the event of payment of any such loss, damage, or other party's interests at the expense of the party who was consequential loss, the insurers will have no rights of required to provide such coverage, and a Change Order shall recovery against CONTRACTOR, Subcontractors, be issued to adjust the Contract Price accordingly. ENGINEER, or ENGINEER's Consultants and the officers, directors, partners, employees, agents, and other consultants 5.10 Partial Utilization, Acknowledgment of Property and subcontractors of each and any of them. Insurer 5.08 Receipt and Application of Insurance Proceeds A. If OWNER finds it necessary to occupy or use a portion or portions of the Work prior to Substantial A. Any insured loss under the policies of insurance Completion of all the Work as provided in paragraph 14.05, required by paragraph 5.06 will be adjusted with OWNER no such use or occupancy shall commence before the insurers and made payable to OWNER as fiduciary for the insureds, providing the property insurance pursuant to paragraph 5.06 as their interests may appear, subject to the requirements of have acknowledged notice thereof and in writing effected any any applicable mortgage clause and of paragraph 5.08.B. changes in coverage necessitated thereby. The insurers OWNER shall deposit in a separate account any money so providing th-s property insurance shall consent by endorse- received and shall distribute it in accordance with such agree- ment on the policy or policies, but the property insurance ment as the parties in interest may reach. If no other special shall not be canceled or permitted to lapse, on account of any agreement is reached, the damaged Work shall be repaired or such partial use or occupancy. replaced, the moneys so received applied on account thereof, and the Work and the cost thereof covered by an appropriate Change Order or Written Amendment. ARTICLE 6 - CON'i'R.ACTOR'S RESPONSIBILITIES B. OWNER as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in 6.01 Supervision and Superintendence interest shall object in writing within 15 days after the occurrence of loss to OWNER's exercise of this power. If A. CONTRACTOR shall supervise, inspect, and direct such objection Ix- made, OWNER as fiduciary shall make the Work competently and efficiently, devoting such attention settlement with the insurers in accordance with such thereto and applying such skills and expertise as may be agreement as the parties in interest may reach. If no such necessary to perform the Work in accordance with the agreement among the parties in interest is reached, OWNER Contract Documents. CONTRACTOR shall be solely as fiduciary shall adjust and settle the loss with the insurers responsible for the means, methods, techniques, sequences, and, if required in writing by any party in interest, OWNER and procedures of construction, but CONTRACTOR shall as fiduciary shall give bond for the proper performance of not be responsible for the negligence of OWNER or such duties. ENGINEER in the design or specification of a specific means, method, technique, sequence, or procedure of 5.09 Acceptance of Binds and insurance; Option to construction which is shown or indicated in and expressly Replace required by the Contract Documents. CONTRAC'T'OR shall be responsible to see that the completed Work complies A. If either OWNER or CONTRAC'T'OR has any accurately with the Contract Documents. objection to the coverage afforded by or other provisions of the Bonds or insurance required to be purchased and H. At all times during the progress of the Work, maintained by the other party in accordance with Article 5 oil CONTRACTOR shall assign a competent resident superin- the basis of non-conformance with the Contract Documents, tendent thereto who shall not be replaced without written the objecting party shall so notify the other party in writing notice to OWNER and ENGINEER except under within 10 days after receipt of the certificates (or other extraordinary circumstances. 'fl►c superintendent will be evidence requested) required by paragraph 2.05.C. OWNER C:ONTRAC'TOR's representative at the Site and shall have and CONTRAC'T'OR shall each provide to the other such authority to act on behalf of CONTRACTOR. All additional information in respect of insurance provided as the communications given to or received from the superintendent other may reasonably request. If either party does not shall be binding on CONTRACTOR. purchase or maintain all of the Bonds and insurance required fxl701) - 18 6.02 Labor; Working Hours any provisions of the General Requirements applicable thereto. A. CONTRACTOR shall provide competent, suitably qualified personnel to survey, lay out, and construct the 2. Proposed adjustments in the progress schedule Work as required by the Contract Documents. CON- that will change the Contract Times (or Milestones)shall TRACTOR shall at all times maintain good discipline and be submitted in accordance with the requirements of order at the Site. AttIcle 12. Such adjustments may only be made by a Change Order or Written Amendment in accordance with B. Except as otherwise required for the safety or Article 12. protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the 6.05 Substitutes and "Or-Equals" Contract Documents, all Work at the Site shall be performed during regular working hours, and CONTRACTOR will not A. Whenever an item of material or equipment is permit overtime work or the performance of Work on specified or described in the Contract Documents by using Saturday, Sunday, or any Iegal holiday without OWNER's the name of a proprietary item or the name of a particular written consent (which will not be unreasonably withheld) Supplier, the specification or description is intended to given after prior written notice to ENGINEER. establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed 6.03 Services, Materials, and Equipment by words reading that no like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or A. Unless otherwise specified in the General Re- equipment or material or equipment of other Suppliers may quirements, CONTRACTOR shall provide and assume full be submitted to ENGINEER for review under the circum- responsibility for all services, materials, equipment, labor, stances described below. transportation,construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, 1. "Or-Equal" Items: If in ENGINEER's sole sanitary facilities, temporary facilities, and all other facilities discretion an item of material or equipment proposed by and incidentals necessary for the performance, testing, CONTRACTOR. is functionally equal to that named and start-up, and completion of the Work. sufficiently similar so that no change in related Work will be required, it may be considered by ENGINEER as an B. All materials and equipment incorporated into the "or-equal" item, in which case review and approval of ]*Work shall be as specified or, if not specified, shall be of the proposed item may, in ENGINEER's sole discretion, good quality and new, except as otherwise provided in the be accomplished without compliance with some or all of Contract Documents. All warranties and guarantees the requirements for approval of proposed substitute specifically called for by the Specifications shall expressly items. For the purposes of this paragraph 6.05.A.1, a run to the benefit of OWNER. If required by ENGINEER, proposed item of material or equipment will be CONTRACTOR shall furnish satisfactory evidence considered functionally equal to an item so named if: (including reports of required tests) as to the source, kind, and quality of materials and equipment. All materials and a. in the exercise of reasonable judgment equipment shall be stored, applied, installed, connected, ENGINEER determines that: (i)it is at least equal in erected, protected, used, cleaned, and conditioned in quality, durability, appearance, strength, and design accordance with instructions of the applicable Supplier, characteristics; (ii) it will reliably perform at least except as otherwise may be provided in the Contract Docu- equally well the function imposed by the design ments. concept of the completed Project as a functioning whole, and; 6.04 Progress Schedule b. CONTRACTOR certifies that: (i)there is no A. CONTRACTOR shall adhere to the progress schedule increase in cost to the OWNER; and (ii) it will established in accordance with paragraph 2.07 as it may be conform substantially, even with deviations, to the adjusted from time to time as provided below. detailed requirements of the item named in the Contract Documents. 1. CONTRACTOR shall submit to ENGINEER for acceptance (to the extent indicated in paragraph 2.07) 2. Substitute. Items proposed adjustments in the progress schedule that will not result in changing the Contract Tithes (or Milestones). a. If in ENGINEER's sole discretion an item of Such adjustments will conform generally to the progress material or equipment proposed by CONTRACTOR ' schedule then in effect and additionally will comply with does not qualify as an "or-equal" item under 00700 - 19 paragraph 6.05.A.1, it will be considered a proposed required by the Contract Documents, CONTRACTOR may substitute item. furnish or utilize: a substitute means, method, technique, sequence, or procedure of construction approved by ENGI- b. CONTRACTOR shall submit sufficient NEER. CONTRACTOR shall submit sufficient information information as provided below to allow ENGINEER to allow ENGINEER, in ENGINEER's sole discretion, to to determine that the item of material or equiptncnt determine that the substitute proposed is equivalent to that proposed is essentially equivalent to that named and expressly called for by the Contract Documents. The proce- an acceptable substitute therefor. Requests for (lure for review by ENGINEER will be similar to that review of proposed substitute items of material or provided in subparagraph 6.05.A.2. equipment will not be accepted by ENGINEER from anyone other than CONTRACTOR. C. Engineer's.Evaluation: ENGINEER will be allowed a reasonable time within which to evaluate each proposal or c. The procedure for review by ENGINEER submittal made pursuant to paragraphs 6.05.A and 6.05.13, will be as set forth in paragraph 6.05.A.2.d, as ENGINEER will he the sole judge of acceptability. No supplemented in the General Requirements and as "or-equal" or substitute will be ordered, installed or utilized ENGINEER may decide is appropriate under the until ENGINEER's review is complete, which will be circumstances. evidenced by either a Change Order for a substitute or an approved Shop Drawing for an "or equal." ENGINEER will d. CONTRACTOR shall first make written advise CONTRACTOR in writing of any negative application to ENGINEER f'or review of a proposed determination. substitute item of material or equipment that CONTRACTOR seeks to furnish or use. T'he 1). Special Guarantee: OWNER may require CON- application shall certify that the proposed substitute TRACTOR to furnish at CONTRACTOR's expense a special item will perform adequately the functions and performance guarantee or other surety with respect to any achieve the results called for by the general design, substitute. be similar in substance to that specified. and be suited to the same use as that specified. The application E. ENGINEF.R's Cost Reimbursement: ENGINEER will will state the extent., if any, to which the use of the record time required by ENGINEER and ENGINEER's proposed substitute item will prejudice Consultants in evaluating substitute prolh)sed or submitted by CONTRACTOR's achievement of Substantial CONTRACTOR pursuant to paragraphs 6.05.A.2 and 6.05.13 Completion on time, whether or not use of the and in making changes in the Contract Documents (or in the proposed substitute item in the Work will require a provisions of any other direct contract with OWNER for change in any of the Contract Documents (or in du: work on the Project) occasioned thereby. Whether or not provisions of any other direct contract with OWNER ENGINEER approves a substitute item so proposed or for work on the Project) to adapt the design to the submitted by CONTRACTOR, CONTRACTOR shall proposed substitute item and whether or not reimburse OWNER for the charges of ENGINEER and incorporation or use of the proposed substitute item ENGINEE..R's Consultants for evaluating each such proposed in connection with the Work i5 subject to payment of substitute. any license fee or royalty. All variations of the pro- posed substitute item from that specified will be F. CONTRACTOR's Expense: CONTRACTOR shall identified in the application, and available provide all data in support of any proposed substitute or engineering, sales, maintenance, repair, and "or-equal" at CONTRACTOR's expense. replacement services will be indicated. Tile application will also contain an itemized estimate of 6.06 Concerning Subcontractors, Suppliers, and Others all costs or credits that will result directly or indi- rectly from use of such substitute item, including A. CONTRACTOR shall not employ any Subcontractor, costs of redesign and claims of other contractors Supplier, or oilier individual or entity (including those affected by any resulting change, all of which will he acceptable to OWNER as indicated in paragraph 6.06.13), considered by ENGINEER in evaluating the proposed whether initially or as a replacement, against whom OWNER substitute item. ENGINEER may require CON- may have reasonable objection. CONTRACTOR shall not be TRACTOR to furnish additional data about the pro- required to employ any Subcontractor, Supplier, or other posed substitute item. individual or entity to furnish or perform any of the Work against whom CON'TRACT'OR has reasonable objection. B. Substitute Construction Methods or Procedures: if a specific means, method, technique, sequence, or procedure fl. If the Supplementary Conditions require the identity of construction is shown or indicated in and expressly of certain Subcontractors, Suppliers, or other individuals or IK171K1 - ?O entities to be submitted to OWNER in advance liar acceptance or Supplier which specifically binds the Subcontractor or by OWNER by a specified date prior to the Effective Date of Supplier to the applicable terms and conditions of the the Agreement, and if CONTRACTOR has submitted a list Contract Documents for the benefit of OWNER and thereof in accordar►ce with the Supplementary Conditions, ENGINEER. Whenever any such agreement is with a OWNER's acceptance(either in writing or by failing to make Subcontractor or Supplier who is listed as an additional written objection thereto by the date indicated for acceptance insured on the property insurance provided in paragraph or objection in the Bidding Documents or the Contract 5.06, the agreement between the CONTRACTOR and the Documents) of any such Subcontractor, Supplier, or other Subcontractor or Supplier will contain provisions whereby individual or entity so identified may be revoked on the basis the Subcontractor or Supplier waives all rights against of reasonable objection after due investigation. CON- OWNER, CONTRACTOR, ENGINEER, ENGINEER's TRACTOR shall submit an acceptable replacement for the Consultants, and all other individuals or entities identified in rejected Subcontractor, Supplier, or other individual or the Supplementary Conditions to be listed as insureds or entity, and the Contract Price will be adjusted by the differ- additional insureds (and the officers, directors, partners, ence in the cost occasioned by such replacement, and an employees, agents, and other consultants and subcontractors appropriate Change Order will be issued or Written of each and any of them) for all losses and damages caused eAmendment signed. No acceptance by OWNER of any such by, arising out of, relating to, or resulting from any of the (� Subcontractor, Supplier, or other individual or entity, perils or causes of loss covered by such policies and any whether initially or as a replacement, shall constitute a other property insurance applicable to the Work. If the waiver of any right of OWNER or ENGINEER to reject insurers on any such policies require separate waiver forms defective Work. to be signed by any Subcontractor or Supplier, CONTRAC- TOR will obtain the same. C. CONTRACTOR shall be fully responsible to OWNER and ENGINEER for all acts and omissions of the 6.07 Patent Fees and Royalties Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as A. CONTRACTOR shall pay all license fees and CONTRACTOR is responsible for CONTRACTOR's own royalties and assume all costs incident to the use in the acts and omissions. Nodting in the Contract Documents shall performance;of the Work or.the incorporation in the Work of create for the benefit of any such Subcontractor, Supplier., or any invention, design, process, product, or device which is �ther individual or entity any contractual relationship between the subject of patent rights or copyrights held by others. if WNER or ENGINEER and any such Subcontractor, a particular invention, design, process, product, or device is Supplier or other individual or entity, nor shall it create Amy specified in the Contract Documents for use in the obligation on the part of OWNER or ENGINEER to pay or performance of the Work and if to the actual knowledge of to see to the payment of any moneys due any such Subcon- OWNER or ENGINEER its use is subject to patent rights or tractor, Supplier, or other individual or entity except as may copyrights calling for the payment of any Iicense fee or otherwise be required by Laws and Regulations, royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents. To the D. CONTRACTOR shall be solely responsible for fullest extent permitted by Laws and Regulations, scheduling and coordinating the Work of Subcontractors, CONTRACTOR shall indemnify and hold harmless Suppliers, and other individuals or entities performing or OWNER, ENGINEER, ENGINEER's Consultants, and the furnishing any of the Work under a direct or indirect contract officers, directors, partners, employees or agents, and other with CONTRACTOR. consultants of each and any of them from and against all claims, costs, losses, and damages (including but not limited E. CONTRACTOR shall require all Subcontractors, to all fees and charges of engineers, architects, attorneys, and Suppliers, and such other individuals or entities performing other professionals and all court or arbitration or other or furnishing any of the Work to communicate with ENGI- dispute resolution costs) arising out of or relating to any NEER through CONTRACTOR. infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the F. The divisions and sections of the Specifications and incorporation in the Work of any invention, design, process, the identifications of any Drawings shall not control product, or device not specified in the Contract Documents. CONTRACTOR in dividing the Work among; Sulx:ontractors or Suppliers or delineating the Work to he performed by any 6.08 Permits specific trade. A. Unless otherwise provided in the Supplementary G. All Work performed for CONTRACTOR by a Conditions, CONTRACTOR shall obtain and pay for all beontractor or Supplier will be pursuant to an appropriate construction permits and licenses. OWNER shall assist agreement between CONTRACTOR and the Subcontractor CONTRACTOR, when necessary, in obtaining such permits M7W - 21 r and licenses. CONTRACTOR shall pay all governmental unreasonably encumber the Site and other areas with charges and inspection fees necessary for the prosecution of construction equipment or other materials or equipment. the Work which are applicable at the time of opening of Bids, CONTRACTOR shall assume full responsibility for any or, if there are no Bids, on the Effective Date of the damage to any such land or area, or to the owner or Agreement. CONTRACTOR shall pay all charges of utility occupant thereof, or of any adjacent land or areas owners for connections to the Work, and OWNER shall pay resulting from the performance of the Work. all charges of such utility owners for capital costs related thereto, such as plant investment fees. 2. Should any claim be made by any such owner or occupant because of the performance of the Work, 6.09 ,i avis and Regulations CONTRACTOR shall promptly settle with such other party by negotiation or otherwise resolve the claim by A. CONTRACTOR shall give all notices and compiy arbitration or other dispute resolution proceeding or at with all haws and Regulations applicable to the performance law. of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither OWNER nor 3. To the fullest extent permitted by Laws and ENGINEER shall be responsible for monitoring Regulations, CONTRACTOR shall indemnify and hold CONTRACTOR's compliance with any 1-aws or Regulations. harmless OWNER, ENGINEER, ENGINEER's Consultant, and the officers, directors, partners, B. If CONTRACTOR performs any Work knowing or employees, agents, and other consultants of each and any having reason to know that it is contrary to Laws or of them from and against all claims, costs, losses, and Regulations, CONTRACTOR shalt bear all claims, costs, damages (including but not limited to all fees and charges losses, and damages (including but not limited to all fees and of engineers, architects, attorneys, and other professionals charges of engineers, architects, attorneys, and other and all court or arbitration or other dispute resolution professionals and all court or arbitration or other dispute costs) arising out of or relating to any claim or action, resolution costs) arising out of or relating to such Work; legal or equitable, brought by any such owner or occupant' however, it shall not be CONTRACTOR's primary against OWNER, ENGINEER, or any other party responsibility to make certain that the Specifications and indemnified hereunder to the extent caused by or based Drawings are in accordance with Laws and Regulations, but upon CONTRACTOR's performance of the Work. this shall not relieve CONTRACTOR of CONTRACTOR's obligations under paragraph 3.03. B. Removal of Debris During Performance of the Work: During the progress of the Work CONTRACTOR shall keep C. Changes in Laws or Regulations riot known at the the Site and other areas free from accumulations of waste time of opening of Bids (or, on the Effective Date of the materials, rubbish, and other debris. Removal and disposal Agreement if there were no Bids)having an effect on the cost of such waste materials, rubbish, and other debris shall con- or time of performance of the Work may be the subject of an forth to applicable Laws and Regulations. adjustment in Contract Price or Contract Tithes. If OWNER and CONTRACTOR are unable to agree on entitlement to or C. Cleaning: Prior to Substantial Completion of the on the amount or extent, if any, of any such adjustment, a Work CONTRACTOR shall clean the Site and make it ready Claim may be made therefor as provided in paragraph 10.05. for utilization by OWNER. At the completion of the Work CONTRACTOR shall remove from the Site all tools, 6.10 Taxes appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all A. CONTRACTOR shall pay all sales, consumer, use, property not designated for alteration by the Contract and other similar taxes required to be paid by CON'rRAC- Documents. TOR in accordance with the Laws and Regulations of the place of the Project which are applicable during the I). loading Structures: CONTRACTOR shall not load 1 performance of the Work. nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall 6.11 Use of Site and Other Arens CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures Hutt will endanger it. A. Limitation on Use of Site and Other Areas 6.12 Record Documents 1. CONTRACTOR shall confine construction equipment, the storage of materials and equipment, and A. CONTRACTOR shall maintain in a safe place at the the operations of workers to the Site arid other areas Site one record copy of all Drawings, Specifications, permitted by Laws and Regulations, and shall riot Addenda, Written Amendments, Change Orders, Work (XMX) - 22 Change Directives, Field Orders, and written interpretations responsibilities for safety and for protection of the Work shall and clarifications in good order and annotated to show continue until such time as all the Work is completed and changes made during construction. These record documents ENGINEER has issued a notice to OWNER' and together with all approved Samples and a counterpart of all CONTRACTOR in accordance with paragraph 14.07.8 that approved Shop Drawings will be available to ENGINEER for the Work is acceptable (except as otherwise expressly reference. Upon completion of the Work, these record provided in connection with Substantial Completion). documents, Samples, and Shop Drawings will be delivered to ENGINEER for OWNER. 6.14 Safety Representative 6.13 Safety and Protection A. CONTRACTOR shall designate a qualified and experienced safety representative at the Site whose duties and A. CONTRACTOR shall be solely responsible for responsibilities shall be the prevention of accidents and the initiating, maintaining and supervising all s4ety precautions maintaining and supervising of safety precautions and and programs in connection with the Work. CONTRACTOR programs. shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, 6.15 Hazard Communication Programs injury or loss to: A. CONTRACTOR shall be responsible for coordinating 1. all persons on the Site or who may be affected any exchange of material safety data sheets or other hazard by the Work; communication information required to be made available to or exchanged between or among employers at the Site in 2. all the Work and materials and equipment to be accordance with Laws or Regulations. incorporated therein, whether in storage on or off the Site; and 6.16 Emergencies 3. other property at the Site or adjacent thereto, A. In emergencies affecting the safety or protection of including trees, shrubs, lawns, walks, pavements, persons or the Work or property at the Site or adjacent roadways, structures, utilities, and Underground Facilities thereto, CON'T'RACTOR is obligated to act to prevent not designated for removal, relocation, or replacement in threatened damage, injury, or loss. CONTRACTOR shall the course of construction. give ENGINEER prompt written notice if CONTRACTOR believes that any significant changes in the Work or B. CONTRACTOR shall comply with all applicable variations from the Contract Documents have been caused Laws and Regulations relating to the safety of persons or thereby or are required as a result thereof. If ENGINEER property, or to the protection of persons or property from determines that a change in the Contract Documents is damage, injury, or loss; and shall erect and maintain all required because of the action taken by CONTRACTOR in necessary safeguards for such safety and protection. response to such an emergency, a Work Change Directive or CONTRACTOR shall notify owners of adjacent property and Chaulge Order will be issued. Of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate 6.17 Shop Drawings and Samples with them in the protection, removal, relocation, and replacement of their property. All damage, injury, or loss to A. CONTRACTOR shall submit Shop Drawings to any property referred to in paragraph 6.13.A.2 or 6.13.A.3 ENGINEER for review and approval in accordance with the caused, directly or indirectly, in whole or in part, by CON- acceptable schedule of Shop Drawings and Sample TRACTOR, any Subcontractor, Supplier, or any other submittals. All submittals will be identified as ENGINEER individual or entity directly or indirectly employed by any of may require and in the number of copies specified in the them to perform any of the Work, or anyone for whose acts General Requirements. The data shown on the Shop any of them may be liable, shall be remedied by Drawings will be complete with respect to quantities, dirnen- CONTRACTOR (except damage or loss attributable to the lions, specified performance and design criteria, materials, fault of Drawings or Specifications or to the acts or and similar data to show ENGINEER the services, materials, omissions of OWNER or ENGINEER or ENGINEER's Con- and equipment CONTRACTOR proposes to provide and to sultant, or anyone employed by any of them, or anyone for enable ENGINEER to review the information for the limited whose acts any of them may be liable, and not attributable, purposes required by paragraph 6.17.13. directly or indirectly, in whole or in part, to the fault or egligencc of CONTRACTOR or any Subcontractor, 13. CONTRACTOR shall also submit Samples to upplier, or other individual or entity directly or indirectly ENGINfER for review and approval in accordance with the employed by any of theta). C:ONTRACTOR's duties and acceptable schedule of Shop Drawings and Sample 00700 - 23 r submittals. Each Sample will be identified clearly as to Drawing and Sample submitted to ENGINEER for review material, Supplier, pertinent data such as catalog numbers, and approval of each such variation. and the use for which intended and otherwise as ENGINEER may require to enable ENGINEER to review the submittal E. CNGJNEER's Review for the limited purposes required by paragraph 6.17.E. The ntimbers of each Sample to be submitted will be as specified 1. ENGINEER will timely review and approve in the Specifications. Shop Drawings and Samples in accordance with the schedule of Shop Drawings and Sample submittals C. Where a Shop Drawing or Sample is required by the acceptable to ENGINEER. ENGINEER's review and Contract Documents or the schedule of Shop Drawings and approval will be only to determine if the items covered by Sample submittals acceptable to ENGINEER as required by the submittals will, after installation or incorporation in paragraph 2.07, any related Work performed prior to the 'Work, conform to the information given in the ENGINEER's review and approval of the pertinent submittal Contract Documents and be compatible with the design will be at the sole expense and responsibility of concept of the completed Project as a functioning whole CONTRACTOR. as indicated by the Contract Documents. D. Submittal Procedures 2. ENGiNEER's review and approval will not extend to means, methods, techniques, sequences, or 1. Before submitting each Shop Drawing or Sample, procedures of construction (except where a particular CONTRACTOR shall have determined and verified: means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the a. all field measurements, quantities, climen- Contract Documents)or to safety precautions or programs sions, specified performance criteria, installation incident thereto. The review and approval of a separate requirements, materials, catalog numbers, and item is such will not indicate approval of the assembly in similar information with respect thereto; which the item functions. b. all materials with respect to intended use, 3. ENGINEER's review and approval of Shop fabrication, shipping, handling, storage, assernbly, Drawings or Samples shall not relieve CONTRACTOR and installation pertaining to the performance of the from responsibility for any variation from the require- Work; ments of the Contract Documents unless CONTRACTOR has in writing called ENGINEER's attention to cacti such c. all information relative to means, methods, variation at the, time of each submittal as required by techniques, sequences, and procedures of construe,- paragraph 6.17.133 and ENGINEER has given written tion and safety precautions and programs incident approval of each such variation by specific written thereto; and notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval d. CONTRACTOR shall also have reviewed by ENGINEER relieve CONTRACTOR from and coordinated each Shop Drawing or Sample with responsibility for complying with the requirements of other Shop Drawings and Samples and with the paragraph 6.17.1).1. requirements of the Work and the Contract Docu- ments. F. Resubmittal Procedures 2. Each submittal shall hear a stamp or specific 1. CONTRACTOR shall make corrections required written indication that CONTRACTOR has satisfied by LNGINEER and shall return the required number of CONTRACTOR's obligations under the Contract corrected copies of Shop Drawings and submit as , Documents with respect to CONTRACTOR's review and required new Samples for review and approval. CON- approval of that submittal. TRAC'T'OR shall direct specific attention in writing to revisions other than the corrections called for by ENGI- 3. At the time of each submittal, CONTRACTOR NF.ER on previous submittals. shall give ENG1NEf:R specific written notice of such variations, if any, that the Shop Drawing or Sample 6.18 Continuing the Work submitted may have from the requirements of the Contract Documents, such notice to be in a written com- A. CONTRACTOR shall carry on the Work and adhere munication separate from the submittal; and, in addition, to the progress schedule during all disputes or disagreements shall cause a specific notation to be m;rde on each Shop with OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except liU7(X) - 2.1 as permitted by paragraph 15.04 or as OWNER and and against all claims, costs, losses, and damages (including CONTRACTOR may otherwise agree in writing, but not limited to all fees cued charges of engineers, architects, attorneys, and other professionals and all court or 6.19 CONTRACTOR's General Warranty and Guarantee arbitration or other dispute resolution costs) arising out of or relating to the performance of the Work, provided that any A. CONTRACTOR warrants and guarantees to such claim, cost, loss, or damage: OWNER, ENGINEER, and ENGiNEER's Consultants that all Work will be in accordance with the Contract Documents 1. is attributable to bodily injury, sickness, disease, and will not be defective. CONTRACTOR's warranty and or death, or to injury to or destruction of tangible guarantee hereunder excludes defects or damage caused by: property (other than die Work itself), including the loss of use resulting therefrom; and 1. abuse, modification, or improper maintenance or operation by persons other than CONTRACTOR, Sub- 2. is caused in whole or in part by any negligent act contractors, Suppliers, or any other individual or entity or omission of CONTRACTOR, any Subcontractor, any for whom CONTRACTOR is responsible; or Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work or 2. normal wear and tear under normal usage. anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any B. CONTRACTOR's obligation to perform and negligence or omission of an individual or entity indem- complete the Work in accordance with tttc Contract nified hereunder or whether liability is imposed upon such Documents shall be absolute. None of the following will indemnified party by 1-.aw, and Regulations regardless of constitute ari acceptance of Work that is not in accordance the negligence of any such individual or entity. with the Contract Documents or a release of CONTRACTOR's obligation to perform the Work in 13. In any and;ill claims against OWNER or ENGINEER accordance with the Contract Documents: or any of their respective consultants, agents, officers, directors, partners, or employees by any employee (or the 1. observations by ENGINEER; survivor or personal representative of such employee) of CONTRACTOR, any Subcontractor, any Supplier, or any 2. recommendation by ENGINEER or payment by individual or entity directly or indirectly employed by any of OWNER of any progress or final payment; them to perform any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation 3. the issuance of a certificate of Substantial under paragraph 6.20.A shall not be limited in any way by Completion by ENGINEER or any payment related any limitation on the amount or type of damages, thereto by OWNER; compensation, or benefit-;payable by or for CONTRACTOR or any such Subcontractor, Supplier, or other individual or 4. use or occupancy of the Work or ,uiy part thereof entity under workers' compensation acts, disability benefit by OWNER; acts, or other empioyee benefit acts. 5. any acceptance by OWNER or any failure to do C. The indemnification obligations of CONTRACTOR so; under paragraph 6.20.A shall not extend to the liability of ENGINEER and ENGINEER's Consultants or to the 6. any review and approval of a Shop Drawing or officers, directors, partners, employees, agents, and other Sample submittal or the issuance of a notice of acceptabil- consultants and subcontractors of each and any of them ity by ENGINEER; arising out of: r7. any inspection, test, or approval by others; or 1. the preparation or approval of, or the failure to prepare or approve, maps, Drawings, opinions, reports, S. any correction of defective Work by OWNER surveys, Change Orders, designs, or Specifications; or 6.20 lndcrnni)tcation 2. giving directions or instructions, or failing to Rive them, if that is the primary guise of the injury or A. To the fullest extent Ivrmifted by Laws and Regula- damage. ions, CONTRACTOR shall indemnify and hold harmless WNER, ENGINEER, 1:NGINEER's Consultants, and the officers, directors, partners, employees, agents, and other consultants and subcontractor, of each and any of them from WAK) - 25 ARTICLE 7 - OTHER WORK 7.02 Coordination A. if OWNER intends to contract with others for the 7.01 Related Work at Site performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: A. OWNER may perform other work related to the Project at the Site by OWNER's crnployces, or let other 1. the individual or entity who will have authority direct contracts therefor, or have other work performed by and responsibility for coordination of the activities among utility owners. If such other work is not noted in the Con- the various contractors will be identified; tract Documents, then: 2. the specific matters to be covered by such 1. written notice thereof will be given to CON- .authority and responsibility will be itemized; and TRACTOR prior to starting any such other work; and 3. the extent of such authority and responsibilities 2. if OWNER and CONTRACTOR are unable to will be provided. agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times B. Unless otherwise provided in the Supplementary that should be allowed as a result of such other work, a Conditions, OWNER shall have sole authority and respon- Claim may be made therefor as provided in paragraph sibility for such coordination. 10.05. B. CONTRACTOR shall afford each other contractor ARTICLE 8 - OWNER'S RESPONSIBILITIES who is a party to such a direct contract and each utility owner (and OWNER, if OWNER is performing the other work with OWNER's employees)proper and safe access to the Site and 8.01 Communications to Contractor a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other A. Except as otherwise provided in these General Condi- work and shall properly coordinate the Work with theirs. tions, OWNER shall issue all communications to Unless otherwise provided in the Contract Documents, CON- CONTRACTOR through ENGINEER. TRACTOR shall do all cutting, fitting, and patching of the Work that may be required to properly connect or oherwise 8.02 Replacement of ENGINEER make its several parts come together and properly integrate, with such other work. CONTRACTOR shall not endanger A. In case of termination of the employment of ENGI- any work of others by cutting, excavating, or otherwise NEER, OWNER shall appoint an engineer to whom altering their work and will only cut or alter their work with CONTRACTOR makes no reasonable objection, whose status the written consent of ENGINEER and the others whose under the Conuact Documents shall be that of the former work will be affected. The duties and responsibilities of ENGINEER. CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that 8.03 Furnish Urea there are comparable provisions for the benefit of CONTRACTOR in said direct contracts between OWNER A. OWNER shall promptly furnish the data required of and such utility owners and other contractors. OWNER under the Contract Documents. C. if the proper execution or results of any part of 8.04 PaY 1'roinptly When Due CONTRACTOR's Work depends upon work performed by others under this Article 7, CONTRACTOR shall inspect A. OWNER shall make payments to CONTRACTOR such other work and promptly report to ENGINEER in promptly when they are due as provided in paragraphs writing any delays, defects, or dCficieneiCS in such other 14.02.0 and 14.07.('. work that render it unavailable or unsuitable for the proper execution and results of CONTRA(:TOR's Work. 8.05 lands and G'asenrents, Reports and Tests CONTRACTOR's failure to so report will constitute an acceptance of such other work as lit and proper for A. OWNER's duties in respect of' providing lands and integration with CONTRACTOR's Work except for latent easements and providing engineering surveys to establish defects and deficiencies in such other work. reference prints are set forth in paragraphs 4.01 and 4.05. Paragraph 4.02 refers to OWNER's identifying and making available to CONTRACTOR copies of reports of explorations 00700 - 26 and tests of'subsurface conditions and drawings of physical ARTICLE 9 - ENGINEER'S STATUS DURING conditions in or relating to existing surface or subsurface CONSTRUCTION structures at or contiguous to the Site that have been utilized by ENGINEER in preparing the Contract Documents. 9.01 OWNER'S Representative 8.06 Insurance A. ENGINEER will be OWNER's representative during M A. OWNERS responsibilities, if any, in respect to pur- the construction period. The duties and responsibilities and chasing and maintaining liability and property insurance are the limitations of authority of ENGINEER as OWNER's set forth in Article 5. representative during construction are set forth In the Contract Documents and will not be changed without written 8.07 Change Orders consent of OWNER and ENGINEER. A. OWNER is obligated to execute Change Orders as 9.02 Visits to Site indicated in paragraph 10.03. A. ENGINEER will make visits to the Site at intervals 8.08 Inspections, Tests, and Approvals appropriate to the various stages of construction as ENGINEER deems necessary in order to observe as an A. OWNER's responsibility in respect to certain inspec- experienced and qualified design professional the progress tions, tests, and approvals is set forth in paragraph 13.03.B. that has been made and the quality of the various aspects of CONTRACTOR's executed Work. Based on information 8.09 Limitations on OWNER's Responsibilities obtained during such visits and observations, ENGINEER, for the benefit of OWNER, will determine, in general, if the A. The OWNER shall not supervise, direct, or have Work is proceeding in accordance with the Contract control or authority over, nor be responsible for, Documents. ENGINEER will not be required to make CONTRACTOR's means, methods, techniques, sequences, exhaustive or continuous inspections on the Site to check the or procedures of construction, or the safety precautions and quality or quantity of the Work. ENGINEER's efforts will p incident thereto, or for any failure of CON- be directed toward providing for OWNER a grcater degree TRACTOR to comply with Laws and Regulations applicable of confidence that the completed Work will conform to the performance of the Work. OWNER will riot be generally to the Contract Documents. On the basis of such responsible for CONTRACTOR's failure to perform the visits and observations, ENGINEER will keep OWNF,R Work in accordance with the Contract Documents. informed of the progress of the Work and will endeavor to guard OWNER against defective Work. 8.10 Undisclosed Hazardous Frivironmental Condition B. ENGiNEER's visits and observations are subject to A. OWNER' responsibility in respect to an undisclosed all the limitations on ENGINEER's authority and Hazardous Environmental Condition is set forth in paragraph responsibility set forth in paragraph 9.10, and particularly, 4.06, but without limitation, during or as a result of ENGINEER's visits or observations of CONTRACTOR's Work 8.11 Evidence of Financial Arrangements ENGINEER will not supervise, direct, control, or have authority over or be responsible for CONTRACTOR's A. If and to the extent OWNER has agreed to furnish means, tnethods, techniques, sequences, or procedures of CONTRACTOR reasonable evidence that financial construction, or the safety precautions and programs incident arrangements have been made to satisfy OWNER's thereto, or for any failure of CONTRACTOR to comply with obligations under the Contract [documents, OWNER's Laws and Regulations applicable to the performance of tie responsibility in respect thereof will be as set forth in the Work. Supplemcrtary Conditions. 9.03 Project Representative A. If OWNER and ENGINEER afree, ENGINEER will furnish a Resident Project Representative to assist I NGINEER in providing more extensive observation of the Work. 'fhc responsibilities and authority and limitations thereon of any such Resident Project Representative and assistants will be is provided in paragraph 9.10 and in the Supplementary Conditions. if OWNER designates another 00700 - 27 representative or agent to represent OWNER at the Site who 11. in conntxtion with T:NO]NFFIt's authority as to is not ENGINEER's Consultant, agent or employee, the Change Orders, sec Articles 10, 11, and 12. responsibilities rind authority and limitations thereon of such other individual or entity will be as provided in the Supple- C. In connection with ENGINEER's authority as to mcntary Conditions. Applications for Paymcnt, sec Article 14, 9.04 Clarifications and Irucrpretations 9.09 Determinations for Unit Pried Work A. ENGiNEER will issue with reasonable promptness A. 1?NGINI:ER will determine the actual quantities and such written clarifications or interpretations of the require- classifications of Unit Price Work performed by ments of tFte Contract Documents as ENGINEER may deter- CON'TRRACTOR, ENGINEER will review with CON• mine necessary, which shall be consistent with the intent of TRACTOR the ENGINF R's preliminary determinations on and reasonably inferable front the Contract Documents. Such such natters before rendering a written decision thereon (by written clarifications and interpretations will be binding on recommendation of an Application for Payment or OWNER and CONTRACTOR. If OWNER and CON- otherwise). ENGINEER's written decision thereon will be TRACTOR are unable to ,irTcc on entitlement to or on the final and binding (except as modified by ENGINEER to amount or extent, if any, of any adjustment in the Contract reflect changed factual conditions or more accurate data) Price or Contract Times, or bout, that should be allowed as upon OWNER and CONTRACTOR, subject to the a result of a written clarification or interpretation, a Claim provisions of paragraph 10.05, may be made, therefor as provided in paragraph 10.05. 9.09 Decisions on Requirements of Contract Documents 9.05 Authorized Variations in Work and Arcef,rability of Work A. ENGINEER may authorize minor variations in the A. iNGINEER will be the initial interpreter of the Work from the requirements of the Contract Docu►ncnts requirements of the Contract Doc tinients and judge of the which do not involve an adjusunent to the Contract Price or acceptability of the Work thereunder. Claims, disputes and the Contract Times and are compatible with the design rather matters relating to the acceptability of the Work, the concept of the completed Project as a functioning; whole as quantities and classifications of Unit Price Work, the indicated by the Contract Documents. 'These may IV interpretation of the requirements of the Contract Documents accomplished by a Field Order and will be binding on pertaining to the performance of the Work, and Claims OWNER and also on CONTRACTOR, who shall perform seeking changes in the Contract Price or Contract Times will the Work involved promptly. If OWNER and CON'IRAC'- ke referred initially to E.NGINE17R in writing, in accordance 'TOR. are unable to agree on entitlement to or on ilia amount with the provisions of paragraph 10.05, with a request for a or extent, if any, of any adjustment in the Contract Price or formal decision, Contract Times, or both, as a result of a Field Order, a Claim may Nt made therefor as provided in paragraph 10.05. B. When functioning as interpreter and judge under this paragraph 9.09, I NGINEFR will not show partiality to 9.06 Rejecting Defective Work OWNER or CONTRACTOR and will not be liable in connection with any interpretation or decision rendered in A. ENGINEER will have authority to disapprove or good faith in such capacity. The rendering of a decision by reject Work which ENc11Nl?.17IR believes to be defective, or 1?NGiNFE.R pursuant to this paragraph 9.09 with respect to that ENGINEER believes will not produce a completed any such Claim, disputes, or other matter (except any which Project that confor is to the Contract Documents or that will have been waived by the making or acceptance of final prejudice the integrity of the design concept of Ilia completed payment as provided in paragraph 14.07) will he a condition Project as a functioning whole as indicated by the C'ontrac•t precedent to any exercise by OWNER or C'ON'TRACTOR of Dccttntents. ENGINEER will also have authority to require such rights or remedies as either may otherwise have under special inspection or vesting of the Woi-k as provided in the Contract Doc:untents or by Laws or Regulations in respect paragraph 13,04, whether or not the %Pork is fabricated, of any such Claim, dispute, or other natter. installed, or crnnl;lctcol. t►.10 Limitations on I:NG1Nh'F'R's Authority and Respon- 9.07 Shop Drawings, ('hrurf;r Orders and Pa ments srhilities A. In connection with l`N(;INFE'Ws authority pis to Shop A. Neither ENC';INIiER•s authority or responsibility Drawings and Samples, see paragraph ti.17, under this Articles 9 or under any other provision of the Contract Documents nor any (lccision ruadc by I3NGINEE.R in 1�tx)l faith either to exercise or not exercise such authority txl7cxl . 28 � I or responsibility or the undertaking,exercise,or performance Directive, a Claim may be made therefor as provided in of any authority or responsibility by ENGINEER shall create, paragraph 10.05, impose, or give rise to any duty in contract, tort, or otherwise owed by ENGINEER to CONTRACTOR, any 10.02 Urnaullsorized Changer in the Work Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them. A. CONT'RAC'TOR shall not be entitled to an increase in the Contract Price or an extension of the Contract Times B. ENGINEER will not supervise, direct, control, or with respect to any work performed that is not required by have authority over or be responsible for CONTRACTOR's the Contract Documents as amended, modified, or means, methods, techniques, sequences, or procedures of supplemented as provided in paragraph 3.04, except in the construction, or the safety precautions and programs incident case of an emergency as provided in paragraph 6.16 or In the thereto, or for any failure of CONTRACTOR to comply with case of uncovering Work as provided in paragraph 13.W.B. Laws and Regulations applicable to the performance of the Work. ENGINEER will not be responsible for 10.03 Frecution of Change Orders CONTRACTOR's failure to perform.the Work in accordance with tine Contract Documents. A. OWNER and CONT'RAC'TOR shall execute appropriate Ch:unge Orders recommended by ENGINEER(or C. ENGINEER will not be responsible for the acts or Written Amendments) covering: omissions of CONTRACTOR or of any Subcontractor, any Supplier, or of any other individual or entity performing any 1. changes in the Work which arc: (i) ordered by of the Work. OWNER pursuant to paragraph 10.01.A, (ii) required because of acceptance of defective Work under para- r D. ENGINEER's review of the final Application for graph 13.08.A or OWNER's correction of defective Payment and accompanying documentation and all mainte- Work under paragraph 13.09, or (iii) agreed to by the nance and operating instructions, schedules, guarantees, parties; Bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by paragraph 2. changes in the; Contract Price or Contract Times 14.07.A will only be to determine: generally Qnat their content which arc agreed to by the parties, including any complies with the requirements of, and in the case of undisputed surn or amount of tittle for Work actually certificates of inspections, tests, rand approvals that the results performed in.tcordance with it Work Change Directive; certified indicate compliance with, tine Contract Documents. and E. Tine limitations upon authority and responsibility set 3. changes in the Cont.act Price or Contract Times 1' forth in this paragraph 9.10 shall also apply to ENGINEER's which embody the substance of any written decision Consultants, Resident Project Representative, and assistants, rendered by ENGINEER pursuant to paragraph 10.05; provided that, in lieu of executing any such Change ARTICLE, 10 - CiIANGES IN THE WORK; CLAIMS Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but 10,01 Authorized Changes in the Work, during, any such appeal, C014TRACTOR shall carry on the Work and adhere to the progress schedule as A. Without invalidating the Agreement and without provided in paragraph 6.18,A. notice to any surety, OWNER may, at any time or from time to time, order additions, deletions, or revisions in the Work 10.04 Notiricauion to Suiety by a Written Annendnnent, it Change Order, or a Work Change i)irective. Upon receipt of any such document, A. If notice of any change affecting the general scope CONTRACTOR shall promptly proceed with the Work of the Work or the provisions of the Contract Documents involved which will be performed under the applicable (including, but not limited to, Contract Price or Contract conditions of the Contract Documents (except as otherwise Times) is required by the provisions of any Bond to be given specifically provided), to a surety, the giving of any such notice will be CONTACTOR's responsibility. The annount of each 13. If OWN ER and CONTRACTOR are unable to agree applicable Iiond will be adjusted to reflect the effect of any on entitlement to, or oil the amount or extent, if any, of an such change, adjustment in the Contract Price or Contract Times, or both, hat should be allowed as it result of it `Fork Change. (MM) 21) i 10.05 Claims and Disputes 1). No Claim for an adjustment in Contract Price or Contract 'Times (or Milestones) will be valid if not submitted A, Notice: Written notice stating the general nature of in accordance with this paragraph 10.05. each Claim, dispute, or ether matter shall be delivered by the claimant to ENGINEER and the other party to the Contract promptly (but in no event later than 30 days) after the slart of ARTICLE 11 - COST OF THE WORK; CASH the event giving rise thereto. Notice of the amount or extent ALLOWANCES; UNIT PRICE WORK of the Claim, dispute, or other matter with supporting data shall be delivered to the ENGINEER and the other party to the Contract within 60 days after the start of such event 11.01 Cast of the Work (unless ENGINEER allows additional time for claimant to submit additional or more accurate data in support of such A. Costs Included: The term Cost of the Work means Claim, dispute, or ether matter). A Claim for in adjustment the sum of all costs necessarily incurred and paid by CON- in Contract Price shall be prepared in accordance with the TRACTOR in the proper performance of the Work. When provisions of paragraph 12.01.13. A Claim for an adjusunent the value of any Work covered by a Change Order or when in Contract Time shall be prepared in accordance with the a Claim for an adjustment in Contract Price is determined on. provisions of paragraph 12.02.13. Each Claim shall br, the basis of Cost of the Work, the costs to be reimbursed to accompanied by claimant's written statement that the adjust- CONTRACTOR will be only those additional or incremental ment claimed is the entire adjustment to which the claimant costs required because of the change in the Work or because believes it is entitled as a result of said event. 'The opposing of the event giving rise to the Claim. Except as otherwise party shall submit any response to ENGINEER and the may be agreed to in writing by OWNER, such costs shall be claimant within 30 days after receipt of the claimant's last in amounts no higher than those prevailing in the locality of submittal (unless ENGINEER allows additional time). the Project, shall include only the following items, and shall not include any of the costs itemized in paragraph 11.01.13. B. ENGINEER's Decision: ENGINEER will render a formal decision in writing within 30 clays after receipt of 1. Payroll costs for employees in the direct employ the last submittal of the claimant or the last submittal of the of :'ONTRACTOI? in the performance of the Work opposing party, if any. ENGINEER's written decision on under schedules of job classifications agreed upon by such Claim, dispute, or other matter will be final and binding MAINER and CONTRACTOR. Such employees shall upon OWNER and CONTRACTOR unless, include without limitation superintendents, foremen, and other personnel employed full time at the Site. Payroll 1. an appeal from ENGINEER's decision is taken costs for employees not employed full time on the Work within the time limits and in accordance with the dispute shall be apportioned on the basis of their time spent on resolution procedures set forth in Article 16; or the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits, 2. if no such dispute resolution procedures have which shall include social security contributions, tmem- been set forth in Article 16, a written notice of intention ployment, excise, and payroll taxes, workers' to appeal from ENGINEER's written decision is compensation, health and retirement benefits, bonuses, delivered by OWNER or CONTRACTOR to the other sick leave, vacation and holiday pay applicable thereto. and to ENGINEER within 30 days after the date of such The expenses of performing Work outside of regular decision, and a formal proceeding is instituted by the working; hours, on Saturday, Sunday, or legal holidays, appealing party in a forum of competent jurisdiction shall be included in the above to the extent authorized by within W clays after the date of such decision or within OWNF..R. 60 days after Substantial Completion, whichever is later (unless otherwise agreed in writing by OWNER and 2. Cwa of all materials and equipment. furnished CONTRACTOR), to exercise such rights or re►nedies as and incorporated in the Work, including costs of the appealing party may have with respect to such transporrution and storage thereof, and Suppliers' field Claim, dispute, or other matter in accordance with services required in connection therewith. All cash applicable Laws and Regulations, discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with C. if ENGINEER does not render a forn►al tL,:cision in which to snake payments, in which case the cash writing within the time stated in paragraph 10.05.13, a discounts shall accrue to OWNER. All trade discounts, decision denying, the Claim in its entirety shall be deemed tip rebates and refunds and returns from sale of surplus have been issued 31 days after receipt of the last submittal of materials and equipment shall accrue to OWNER, and the claimant or the last submittal of the opposing party, if CONTRACTOR shall make provisions so that they may any, be obtairnxl. (10700 • 30 3. Payments made by CONTRACTOR to and royalty payments and fees for permits and Subcontractors for Work performed by Subcontractors. licenses. If required by OWNER, CONTRACTOR shall obtain competitive bids from sulwontractors acceptable to f. Losses and damages (and related expenses) OWNER and CONTRACTOR and shall deliver such caused by damage to the Work, not compensated by bids to OWNER, who will then determine, with the insurance or otherwise, sustained by f advice of ENGINEER, which bids, if any, will be CONTRACTOR in connection with the perfor- acceptable. If any subcontract provides that the manes of the Work (except losses and damages Subcontractor is to be paid on the basis of Cost of the within the deductible amounts of property insurance Work plus a fee, the Subcontractor's Cost of the Work established in accordance with paragraph 5.06.1)), and fee shall be determined in the same manner as provided such losses and damages have resulted CONTRACTOR's Cost of the Work and fee as provided from causes other than the negligence of in this paragraph 11.01. CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or 4. Costs of special consultants (including but not for whose acts any of them may be liable. Such limited to engineers, architects, testing laboratories, losses shall include settlements made, with the surveyors, attorneys, and accountants) employed for written consent and approval of OWNER. No such services specifically related to the Work. losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining 5. Supplemental costs including the following: CONTRACTOR's fee. a. The proportion of necessary transportation, g. The cost of utilities, fuel, and sanitary travel, and subsistence expenses of facilities at the Site. CONTRACTOR's employees incurred in discharge of duties connected with the Work. h. Minor expenses Stich as telegrams, long distance telephone calls, telephone service at the b. Cost, including transportation and mainte- Site, expressage, and similar petty cash items it, nance, of all materials, supplies, equipment, cdrhnection with the Work. machinery, appliances, office, and temporary facili- ties at the Site, and hand tools not owned by the i. When the Cost of the Work is used to workers, which are consumed in the performance of determine the value of a Change Order or of a the Work, and cost, less market value, of such items Claim, the cost of premiums for additional Bonds used but not consumed which remain the property of and insurance required because of the changes in the CONTRACTOR. Work or caused by die event giving rise to the Claim. e. Rentals of all construction equipment and machinery, and the parts thereof whether rented j. When all the Work is performed on the from CONTRACTOR or others in accordance with basis of cost-plus, the costs of premiums for all rental agreements approved by OWNER with the Bonds and insurance CONTRACTOR is required by advice of ENGINEER, and the costs of the Contract Documents to purchase and maintain. transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs 13. Costs excluded: The term Cost of the Work shall shall be in accordance with the terns of said rental not include any of the following items: agreements. The rental of any such equipment, ma- chinery, or parts shall cease when the use thereof is 1. Payroll costs and other compensation of 1 no longer necessary for the Work. CONTRACTOR's officers, executives, principals (of partnerships and sole proprietorships), general manag- d. Sales, consumer, use, and other similar ers, engineers, architects, estimators, attorneys, audi- taxes related to cite Work, and for which CON- tors, accountants, purchasing and contracting agents, TRACTOR is liable, imposed by Laws and Rego- expediters, timekeepers, clerks, and other personnel lations. cnhployed by CONTRACTOR. whether at the Site or in CONTRACTOR's principal or branch office for general e. Deposits lost for causes other than negli- administration of the Work and not specifically included gence of CONTRACTOR, any Subcontractor, or in the agreed upon schedule of job classifications anyone directly or indirectly employed by any of referred to in paragraph 11.01.A.1 or specifically them or for whose acts any of client may be liable, covered by paragraph I LOLAA, all of which are to be M710l 31 considered administrative costs covered by tl+e ances have been included in the Contract Price and not CONTRACTOR's fee, in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. 2. Expenses of CONTRACTOR's principal and branch offices other than CONTRACTOR's office at the 13. Prior to final payment, an appropriate Change Order Site. will be issued as recommended by ENGINEER to reflect actual amounts due CONTRACTOR on account of Work 3. Any put of CONTRACTOR's capital expenses, covered by allowances, and the Contract Price sball be including interest on CONTRACTOR's capital employed correspondingly adjusted. for the Work and charges against CONTRACTOR for delinquent payments. 11.03 Unit Price Work 4. Costs due to the negligence of CONTRACTOR, A. Where the Contract Documents provide that all or any Subcontractor, or anyone directly or indirectly part of the Work is to be Unit Price Work, initially the employed by any of them or for whose acts any of them Contract Price will be deemed to include for all Unit Price may be liable, including but not limited to, the Work an amount equal to the sum of the unit price for each correction of defective Work, dislx)sal of materials or separately identified item of Unit Price Work times the equipment wrongly supplied, and making good any estimated quantity of each item as, indicated in the Agree- damage to property, mcnt. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of 5. Other overhead or general exlense r.osts of any comparison of Bids and determining an initial Contract Price. kind and the costs of any item not specifically and Determinations of the actual quantities and classifications of expressly included in paragraphs 11.01.A and 11.01.(. Unit Price Work performed by CONTRACTOR will be made by ENGINEER subject to the provisions of paragraph C. CONTRACTOR's Fee: When all the Work is 9.08. performed on the basis of cost-plus, CONTRACTOR's fee shall be determined as set forth in the Agreement. When the il. EaCh unit price will be deemed to include an amount value of any Work covered by a Change Order or when a considered by CONTRACTOR to be adequate to cover Claim for an adjustment in Contract Price is determined on CONTRACTOR's. overhead and profit for each separately Lhe basis of Cost of the Work, CONTRACTOR's fee shall be identified iterr. determined as set forth in paragraph 12.01.C. C. OWNER or CONTRACTOR,may make a Claim for D. Docrnneniotion: Whenever the Cost of the Work for an adjustment in the Contract Price in accordance with any purpose is to be determined pursusrnt to paragraphs paragraph 10.05 if: I LO1.A and 11.01.8, CONTRACTOR will establish and maintain records thereof in accordance With generally 1, the quantity of any item of Unit Price Work accepted accounting, practices and submit in a form performed by C'ONT'RACTOR differs materially and acceptable to ENGINEER an itemized cost breakdown significantly from the estimated quantity of such item together with supporting data. indicated in the Agreement, and l 1.02 Cush Allowances 2. there is no corresponding adjustment with respect any other item of Work; and A. It is understood that CONTRACI'Oft bras included in the Contract Price all allowances so named in the Contract 3, if CONTRACTOR believes that Documents and shall cause the Work so covered to be CONTRACTOR is entitled to an increase in Contract performed for such suers as may be acceptable to OWNER Price as a result of having incurred additional expense or 1 and ENGINEER. CONTRACTOR agrees that: OWNER believes that OWNER is entitled to a decrease in Contract Price and the parties are unable to agree as 1. the allowances Include ►hc cost to t'ON'I'}LAC' to the amount of any such increase or decrease. TOR (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and 2. CONTRACTOR's costs for unloading and handling on the Site, labor, installation costs, overhead, profit, and other expenses contemplated for the allow- , WAX) - :3*2 ARTICLE 12-CHANGE OF CONTRACT PRICE; fixed fee is agreed upon, the intent of paragraph CHANGE OF CONTRACT TIMES 12.0l.C.2.a is that the Subcontractor who actually performs the Work, at whatever tier, will be paid a fee of 15 percent of the costs incurred by such 12.01 Charge of Contract Price Subcontractor under paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor A. The Contract Price may only be changed by a and CONTRACTOR will each be paid a fee of five Change Order or by a Written Amendment. Any Claire for percent of the amount paid to the next lower tier an adjustment in the Contract Price shall be based on written Subcontractor; notice submitted by the party making the Claire to the ENGINEER and the other party to the Contract in actor- d. no fee shall be payable on the basis of costs dance with the provisions of paragraph 10.05. itemized under paragraphs 1 1.01.A.4, I1.01.A.5, and I1.01.B; A. The value of any Work covered by a Change Order or of any Claim for an adjustment in the Contract Price will e. the amount of credit to be allowed by be determined as follows: CONTRACTOR to OWNER for any change which results in a net decrease in cost will be the amount 1. where the Work 'involved is covered by unit of the actual net decrease in cost plus a deduction in prices contained in the Contract Documents, by applica- CONTRACTOR's fee by an amount equal to five tion of such unit prices to the quantities of the items percent of such net decrease; and involved(subject to the provisions of paragraph 11.03 ); or f. when both additions and credits are in- volved in any one change, the adjustment in 2. where the Work involved is not covered by unit CONTRACTOR's fee shall be computed on the prices contained in the Contract Documents, by a basis of the net change in accordance with para- mutually agreed lump sum (which may include an graphs 12.0l.C.2.a through 12.0l.C.2.e, inclu- allowance for overhead and profit not necessarily in sive. accordance with paragraph 12.01.C.2); or 12.02 Change of Contract Times 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agree- A. The Contract Times (or Milestones) may only be ment to a lump sum is not reached under paragraph changed by a Change Order or by a Written Amendment. 12.01.13.2, on the basis of the Cost of the Work Any Claire for an adjustment in the Contract Times (or (determined as provided in paragraph 11.01) plus a Milestones) shall be based on written notice submitted by the CONTRACTOR's fee for overhead and profit (deter- party making the claim to the ENGINEER and the other mined as provided in paragraph 12.01.C). party to the Contract in accordance with the provisions of paragraph 10.05. C. C'ONTRACTOR's Fee: The CONTRACTOR's fee for overhead and profit shall be determined as follows: B. Any adjustment of the Contract Times (or Milestones) covered by a Change Order or of any Claim for 1. a mutually acceptable fixed fee; or an adjustment in the Contract Times (or Milestones) will be determined in accordance with the provisions of this 2. if a fixed fee is not agreed upon, then a fee Article 12. based on the following percentages of the various portions of the Cost of the Work: 12.03 Delays Beyond CONTRACTOR's Control a. for costs incurred under paragraphs A. Where CONTRACTOR is prevented from 11.01.A.1 and 11,01.A,2, the CONTRACTOR's completing any part of the Work within the Contract Times fee shall be 15 percent; (or Milestones) due to delay beyond the control of CONTRACTOR, the Contract Times (or Milestones) will be b, for costs incurred under paragraph extended in an amount equal to the time lost due to such 11.0l.A.3, the CONTRACTOR's fee shall be five delay if a Claim is made therefor as provided in paragraph percent; 12.02.A. Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by c. where one or more tiers of subcontracts are OWNER, acts or neglect of utility owners or other on the basis of Cost of the Work plus a fee and no contractors performing other work as contemplated by 00700 - 31 Article 7, fires, floods, epidemics, abnormal weather to CONTRACTOR. All defective Work may be rejected, conditions, or acts of God. corrected, or accepted as provided in this Article 13, 12AA Delays ►Within CONTRACTOR's Control 13.02 Access to Work A. The Contract 'Times (or Milestones) will not be A. OWNER, ENGINEER, ENGINEER's Consultants, extended due to delays within the control of other representatives and personnel of OWNER, independent CONTRACTOR. Delays attributable to and within the testing laboratories, and governmental agencies with control of a Subcontractor or Supplier shall be deemed to b-, jurisdictional interests will have access to the Site and the delays within the control of CONTRACTOR. Work at reasonable times for their observation, inspecting, and testing. CONTRACTOR shall provide them proper and 12.05 Delays Beyond OW.NFR's and CON'rRACTOR's safe conditions for such access and advise them of Control CONTRACTOR's Site safety procedures and programs so that they may comply therewith as applicable. A. Where CONTRACTOR is prevented from complet- ing any part of the Work within the Contract Times (or 13,03 Tests and Inspections Milestones)due to delay beyond the control of both OWNER and CONTRACTOR, an extension of the Contract Times (or A. CONTRACTOR shall give ENGINEER timely Milestones) in an amount equal to the time lost due to such notice of readiness of the Work for all required inspections, delay shall be CONTRACTOR's sole and exclusive remedy Tests, or approvals and shall cooperate with inspection and for such delay. testing personnel to facilitate required inspections or tests. 12.06 Delay Dmnages B. OWNER shall employ and pay for the services of an independent testing laboratory to perform all inspections, A. In no event shall OWNER or ENGINEER be liable tests, or approvals required by the Contract Documents to CONTRACTOR, any Subcontractor, any Supplier, or any except: other person or organization, or to any surety for or employee or agent of any of them, for damages arising out of 1, for inspections, tests, or approvals covered by or resulting from: paragraphs 13.03.0 and 13.03.13 below; 1. delays caused by or within the control of CON- 2. that costs incurred in connection with tests or TRACTOR; or inspections conducted pursuant to paragraph 13.04.5 shall be-paid as provided in said paragraph 13.04.5; and 2. delays Ix;yund the control of both OWNER including but not limited to fires, 3. as otherwise specifically provided in the Con- floods, epidemics, abnormal weather conditions, acts of tract Documents. God, or acts or neglect by utility owners or other contractors performing other work as contemplated by C. if Laws or Regulations of any public body having Article 7, jurisdiction require any Work (or part thereof)specifically to be inspected, tested, or approved by an employee or other B. Nothing in this paragraph 12,06 bars a change in representative of such public body, CONTRACTOR shall Contract Price pursuant to this Article 12 to cornpensate assume full responsibility for arranging and obtaining such CONTRACTOR due to delay, interference, or disruption inspections, tests, or approvals, pay all costs in connection directly attributable to actions or inactions of OWNER or therewith, and furnish ENGINEER the required certificates anyone for whom OWNER is responsible, of inspection or approval. D. CONTRACTOR shall be responsible for arranging ARTICLE 13 - TESTS AND INSPECTIONS; and obtaining; and shall pay all costs in connection with any CORRECTION, REMOVAL. OR ACCEPTANCE OF inspections, tests, or approvals required for OWNER's and DEFECTIVE WORK ENGiNEER's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to 13.01 Notice of Defects CONTRACTOR's purchase thereof for incorporation in the Work. Such inspections, tests, or approvals shall be A. Prompt notice of all defective Work of which performed by organizations acceptable to OWNER and OWNER or ENGINEER has actual knowledge will bv. g;iven ENGINEER. WAX) - 34 E. If any Work (or the work of others) that is to be the Work shall not give rise to any duty on the lh<ut of inspected,tested, or approved is covered by CONTRACTOR OWNER to exercise this right for the benefit of without written concurrence of ENGINEER, it must, if CONTRACTOR, any Subcontractor, any Supplier, any other requested by ENGINEER, be uncovered for observation. individual or entity, or any surety fir, or employee or agent of any of them. F. Uncovering Work as provided in paragraph 13.03.E shall be at CONTRACTOR's expense unless CON- 13.06 Correction or Removal of'Defective Work TRACTOR has given ENGINEER tinhely notice of CONTRACTOR's intention to cover the same and ENGI- A. CONTRACTOR shall correct all defective Work, NEER has not acted with reasonable promptness in response whether or not fabricated, installed, or completed, or, if the to such notice, Work has been rejected by ENGINEER, rernove it from the Project and replace it with Work that is not defective. 13.04 Uncovering Work CONTRACTOR shall pay all Claims, costs, losses, and damages (including but not limited to all fees and charges of A. If any Work is covered contrary to the written engineers, architects, attorneys, and other professionals and request of ENGINEER, it must, if requested by ENGINEER, all court or arbitration or other dispute resolution costs) be uncovered for ENGINEER's observation and replaced at arising out of or relating to such correction or removal CONTRACTOR's expense. (including but not limited to all costs of repair or replacement of work of others). B. If ENGINEER considers it necessary or advisable that covered Work be observed by ENGINEER or inspected 13.07 Correction Period or tested by others, CONTRACTOR, at ENGINEER's request, shall uncover, expose, or otherwise make available A. if within one year after the date of Substantial for observation, inspection, or testing as ENGINEER may Completion or such longer period of time as may be require, that portion of the Work in question, furnishing all prescribed by Laws or Regulations or by the terms of any necessary labor, material, and equipment. If it is found that applicable special guarantee required by the Contract such Work is defective, CONTRACTOR shall pay all Documents or by any specific provision of the Contract Claims, costs, losses, and damages (including but not limited Documents, any Work is found to be defective, or if the to all fees and charges of engineers, architects, attorneys, and repair of any damages to the land or areas made available for other professionals and all court or arbitration or other CONTRACTOR's use by OWNER or permitted by Laws and dispute resolution costs) arising out of or relating to such Regulations as contemplated in paragraph 6.11.A is found to uncovering, exposure, observation, inspection, and testing, be defective, CONTRAC'T'OR shall promptly, without cost and of satisfactory replacement or reconstruction (including to OWNER and in accordance with OWNER's written but not limited to all costs of repair or replacement of work instructions: (i) repair such defective land or areas, or (ii) of others); and OWNER shall be entitled to an appropriate correct such defective Work or, if the defective Work has decrease in the Contract Price, If the parties are unable to been rejected by OWNER, remcwe it from the Project and agree as to the amount thereof, OWNER may make a Claim replace it with Work that is not defective, and (iii) satisfac- therefor as provided in paragraph 10,05, !f, however, such torily correct or repair or remove and replace any damage to Work is not found to be defective, CONTRACTOR shall be other Work, to the work of others or othe=r land or areas allowed an increase in the Contract Price or an extension of resulting therefrom, If CONTRACTOR does not promptly the Contract Times (or Milestones), or tx)th, directly attribut- comply with the terms of such instructions, or in an able to such uncovering, exposure, observation, inspection, emergency where delay would cause serious risk of loss or testing, replacement, and reconstruction. If the parties are damage, OWNER may have the defective Work corrected or unable to agree as to the amount or extent thereof, repaired or may have the rejected Work removed and CONTRACTOR may make a Claim therefor as provided in re=placed, and all Claims, costs, losses, and damages paragraph 10.05. (including; but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and 13.05 OWNER MaY .Stop the Work all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or repair or Such A. If the Work is defective, or CONTRACTOR fails to removal and replacement (including but not limited to all supply sufficient skilled workers or suitable materials or costs of repair or replacement of work of others) will be paid equipment, or fails to perform the Work in such a way that by CONTRACTOR, the completed Work will conform to the Contract ocuments, OWNER may order CONTRA.']"OR to stop the R. In special circurnstances where a particular item of Work, orally portion thereof, until the cause for such order equipment is placed in continuous Service before Substantial has been eliminated; however, this right of OWNER to stop Completion of all the Work. the correction period for that W700 - '15 item may start to run from an earlier date if so provided in connection with such corrective and remedial action, the Specifications or by Written Amendment. OWNER may exclude CONTRACTOR from all or part of the Site, take possession of all or part of the Work and C. Where defective Work (and damage to other Work suspend CONTRACTOR's services related thereto,, take resulting therefrom) has been corrected or removed and possession of CONTRACTOR's tools, appliances, con- replaced tinder this paragraph 13.07, the correction period struction equipment and machinery at the Site, and incorpo- hereunder with respect to such Work will be extended for an rate in the Work era materials and equipment stored at the additional period of one year after such correction or removal Site or for which OWNER has paid CONTRACTOR but and replacement has been satisfactorily completed. which are stored elsewhere. CONTRACTOR shall allow OWNER, OWNER's representatives, agents and employees, D. CONTRACTOR's obligations under this paragraph OWNER's other contractors, and ENGINEER and 13.07 are in addition to any other obligation or warranty. ENGINEER's Consultants access to the Site to enable The provisions of this paragraph 13.07 shall not be constnied OWNER to exercise the rights and remedies under this as a substitute for or a waiver of the provisions of any paragraph. applicable statute of limitation or repose. C. All Claims, costs, losses, and damages (including 13.08 Acceptance of Defective Work but not limited to all fees and charges of cngineers, architects, attorneys, and other professionals and all court or A. If, instead of requiring correction or removal and arbitration or other dispute resolution costs) incurred or replacement of defective Work, OWNER (and, prior to sustained by OWNER in exercising the rights and remedies ENGINEER's recommendation of final payment, tinder this paragraph 13.09 will be charged against CON- ENGINEER) prefers to accept it., OWNER may do so. TRACTOR, and a Change Order will be issued incorporating CONTRACTOR shall pay all Claims, costs, losses, and the necessary revisions in the Contract Documents with damages (including but not limited to all fees and charges of respect to the Work; and OWNER shall be entitled to an engineers, architects, attorneys, and other professionals and appropriate decrease in the Contract Price. If the parties are all court or arbitration or other dispute resolution costs) unable to agree is to the amount of the adjustment, OWNER attributable to OWNER's evaluation of and determination to may make a Claim therefor as provided in paragraph 10.05. accept such defective Work (such costs to he approved by Such claims, costs, losses and damages will include but not ENGINEER as to reasonableness) and the diminished value be limiter] to all costs of repair, or replacement of work of of the Work to the extent not otherwise paid by others destroyed or damaged by correction, removal, or CONTRACTOR pursuant to this sentence. If any such replacement of CONTRACTOR's defective Work. acceptance occurs prior to ENGINEER's recommendation of final payment, a Change Order will be issued incorporating 1.). CONTRACTOR shall not be allowed an extension the necessary revisions in the Contract Documents with of the Contract Times (or Milestones) because of any delay respect to the Work, and OWNER shall be entitled to an in the performance of the Work attributable to the exercise by appropriate decrease in the Contract Price, reflecting the OWNER of OWNER's rights and remedies under this diminished value of Work so accepted. If the parties are paragraph 13,09. unable to agree as to the amount tl+ereof, OWNER may make a Claim therefor as provided in paragraph 10.05. If the acceptance occurs after such recommendation, an appropriate ARTICLE 14 - f'AYMI NTS 'f0 CONTRACTOR AND amount will be paid by CONTRACTOR to OWNER. COMPLETION 13:09 OWNER May Correct Defective Work 14.01 Schetfule of Values A. If CONTRACTOR fails within a reasonable: trine: after written notice from ENGINEER to correct defective A. The schedule of values established as provided in Work or to remove and replace rejected Work as required by paragraph 2.07.A will serve as the basis for progress ENGINEER in accordance with paragraph 13.06.A, or if payments and will be incorporated into a form of Application CONTRACTOR fails to perform the Work in accordance for Payment acceptable to ENGINEER. Progress payments with the Contract Documents, or if CONTRACTOR RACi'OR fails to on account of Unit Price 1Vork will be based on the number comply with any other provision of the Contract Documents, of units completed. OWNER may, after seven days written notice to CONTRACTOR, correct and remedy any such deficiency. B. In exercising the rights and remedies under this paragraph, OWNER shall proceed expeditiously. In (X)7(X) - 36 14.02 Progress Paynmrnts a. the Work has progressed to the point indicated; A. Applications for f'rryrnents b. the quality of the Work is generally in 1. At least 20 days before the date established for accordance with the Contract Documents (subject to each progress payment (but not more often than once a an evaluation of the Work as a functioning whole month), CONTRACTOR shall submit to ENGiNEER prior to or ulx)n Substantial Completion, to the for review an Application for Payment filled out and results of any subsequent tests called for in the signed by CONTRACTOR covering the Work Contract Documents, to a final determination of completed as of the date of the Application in(] quantities and classifications for Unit Price Work accompanied by such supporting documentation as is under paragraph 9.08, and to any other required by the Contract Documents. If payment is qualifications stated in the recommendation); and requested on the basis of materials and equipment not incorporated in tite `.York but delivered and suitably c., the conditions precedent to stored at the Site or at another location agreed to in C'ONTRACi'OR's being entitled to such payment writing, the Application for Payment shall also be appear to have been fulfilled in so far as it is accompanied by a bill of sale, invoice, or other docu- ENGINEER's responsibility to observe the Work. mentation warranting that OWNER has received the materials and equipment free and clear of all Liens and 3. By recommending any such payment ENGI- evidence that the materials and equipment are covered NE-FR will not thereby be deemed to have represented by appropriate property insurance or other arrangements that: (i) inspections made to check the quality or the to protect OWNER's interest therein, all of which must quantity of the Work as it has been performed have been be satisfactory to OWNER. exhaustive, extended to every aspect of the Work in pro}tress, or involved detailed inspections of the Work 2. Beginning with the second Application for heyond the responsibilities specifically assigned to Payment, each Application shall include an affidavit of ENGINEER in the Contract Documents; or (ii) that CONTRACTOR stating that all previous progress there may not be other matters or issues between the payments received on account of the Work have been parties that might entitle CONTRACTOR to be paid applied on account to discharge CONTRAC'T'OR'% additionally by OWNER or entitle OWNER to withhold legitimate obligations associated with prior Applications payment t„ C'ONTRACT'OR. for Payment. 4. Neither ENGINEER's review of 3. The amount of retainage with respect to pro- CON'IRACTOR's Work for the purposes of recom- gress payments will be as stipulated in the Agreertient, mending payment% nor ENGINEER's recommendation of any payment, including final payment, will impose B. Review of Applications responsibility on ENGINEER to supervise, direct, or control the Work or for the means, methods, techniques, 1. ENGINEER will, within 10 clays after receipt of sequences, or procedures of construction, or tite safety each Application for Payment, either indicate in writing; precautions and programs incident thereto, or for CON- a recommendation of payment and present the TRACTOR's failure to comply with 1_7ws and Regu- Application to OWNER or return the Application to laticros applicable to CONTRACTOR's performance of CONTRACTOR indicating in writing ENGINEER's the Work. Additionally, said review or recommendation reasons for refusing to recommend payment. In the will not inipose responsibility on ENGINEER to make latter case, CONTRACTOR may make the necessary any examination to ascertain how or for what purposes corrections and resubmit the Application. CONTRAC"FOR has used the moneys paid on account of the Contract ili-ice, or to determine that title to any of 2. ENGINEER's recommendation of any paymcnl the Work, materials, or equipment has passed to requested in an Application for Payment will constitute MVNER Iee and clear of any Liens. a representation by ENGINEER to OWNER, based on ENGINEER's observations on the Site of" the executed LNGINl l lt. 111;1), refuse to recommend the Work as an experienced and qualified design profession- idholc or any print of any paymcnl if, in ENGiNE:ER's al and on ENGINEER'% review of the Application for opinion, it would he incorrect to make the representa- Payment and the accompanying data and schedules, that lions to OWNER referred to in paragraph 14.02.13.2. to the best of ENGINEER's knowledge, information and ENGINEER may also refuse to recommend any such belief: payment or, because of- subsequently discovered evidence or the results of subsequent inspections or tests, r revise or revoke any such payment recominrn(latic,n OWNER shall promptly pay CONTRACTOR the previously tnarle, to such extent as clay he treccssaty in amount so withheld, or any adjustment thereto agreed to ENGINEER's opinion to protect OWNER from loss by OWNER and CONTRACTOR, when CONTRAC- because: 'iOR corrects to OWNER's satisfaction the reasons for such action. a. the Work is defective, or completed Work lifts been damaged, requiring correction or replace- 3. If it is subsequently determined that OWNER's men(; refusal of payment was not justified, the amount wrongfully withheld shalt be treated as an amount due, as b. the Contract price has been reduced by detcrmitrcd by paragraph 14.02.C.1. Written Arnendnunt or Change Orders; 14.01 ("ONI'ltACa'C�R's �i'arranty of Title c. UWNF�}Z has been required tc� correct defective Work or complete Work in accordance A. CONT'F'AC1'OR warrants and guarantees that title with paragraph 13.00; or to all Work, materials, and equipment covered by any Ahplicatiort for Payment, whether incorporated in the Project d. ENGINEER has actual knowledge of the or riot, will pass to OWNER no later than the time of occurrence of any of the events cnunicrated in Para- payment free and clear of all Liens, gr►Trli 15.02.A. 11.(.14 .Substairrial Completion C. Payment Becomes Due A. When CONT'RACT'OR considers the entire Work 1. Ten days after pres(mtation of the Applicatioi ready for its intended use CONTRACTOR shall notify for Payment to OWNER with ENGiNEER's recom- OWNER and ENGINEER in writing that the entire Work is rnendation, the amount recommended will (subject to the substantially complete (except for items specifically listed by provisions of paragraph 14.02.13t)become due, and wlrrxt CONTRACTOR as incomplete) and request that ENGINEER due will he paid by OWNER to CONTRACTOR. issue it certificate of Substantial Completion. Promptly thereafter, OWNER, CONT'RACT'OR, and ENGINEER U. Reduction in Pcr.)vnenl shall make an inspection of the Work to determine the status of completion, If HNGINEF.R does not consider the Work 1, OWNER may refuse to make Payment of ►he :substantially complete, ENGINEER will notify full amount recommended by ENGINEER be.cause: CONTRACTOR in writinf; givini, the reasons therefor. If FNGINEE:R considers the Work substantially complete, a. claims have been made against OWNER on EiNGINI'FR will Prepare an(1 deliver to OWNER a tentative account of CONTRAC'TOR's performance or fur- certificate of'Substantial Completion which shall fix the date nishing of the Work; of Substawial Completion. There shall be attached to the certificate it tentative list of items to be completed or b. Liens have Ixwen filed in connection with the corrected hefore final Payrncnt. OWNER shall have seven Work, except where CONTRACTOR has delivered clays after receipt of the wtitativc certificate during which to a specific bond satisfactory to OWNER to secure make written objection to FMANEER as to any provisions the satisfaction and discharge of,such Liens; of the certificate (,r attached list. If, after considering such objections, FN(ANIA--.R concludes that the Work is not c. there arc other items entitling; (>WNFR to subsuuitially cotnplele, f;N(:;INEiI3R will within 14 days after a set-off against the amount recommended; or .ubnti�sion of the tentative cettificatc. to OWNER notify CONTRACTOR OR in writing., stating the reasons therefor. If, d. OWNER has actual knowledi-w()fill(-(K-cur- after consideration of OWNi:R's objections, ENGINEER rcnce of any of the events enunterale:d in Paragraphs coruiders the Work substantially c(unpletc, ENGINEER will 14.02.11.5.a through 14,02.R.5.c or Paragraph within said 1.1 days execute and cicliver to OWNER and 15.02.A. CONTRACTOR a definitive certificate of Substantial Coutl,icnon (with a revised tentative list of items to be 2. If OWNER rcfoses to make Payrncnt of the full (onrpleted or conccted) 1cf1ectin); such changes from the amount recommended by f.iNC;INEiI R, O),\N1:R must tentative certificate as 1:N(;INI..'.I-R believes justified after give CON'TRACT'OR itnmudiate written notice (with a consi(leration of any objections front OWNER. At the time copy to ENGINEER) slating the reasons for such aerial of (11-livery of the Ientative ccr►ific ate of Sul.istantial Coniple- and Promptly pay CON'T'RA('R W ally am oow do n 1{N(;INI11Fk will drlivct to OWNER and C'ONT'RAC- remaininb after deduction of the amount so \tiithhekl 'I()I\, it writen wconuncndatirm as to division of responsibili- ties pending final payment between OWNER, and 2. No occupancy or separate operation of part of CONTRACTOR with respect to security, operation, safety, the Work may occur prior to compliance with the and protection of the Work, maintenance, heat, utilities, requirements of paragraph 5.10 regarding property insurance, and warranties and guarantees. Unless OWNER insurance. and CONTRACTOR agree othenvisr, in writing and so inform ENGINEER in writing prior to ENGINEER's issuing 14.06 Final Inspection the definitive certificate of Substantial Completion, ENGINEER's aforesaid recommendation will be binding on A. Upon written notice from CONTRACTOR that the OWNER and CONTRACTOR until final payment. entire Work or -in agreed portion thereof is complete, ENGINEER will promptly make a firth inspection with B. OWNER shall have the right to exclude OWNER and CONTRACTOR and will notify CON- CONTRACTOR from the Site after the date of Substantial TRACTOR in writing of all particulars in which this Completion, but OWNER shall allow CONTRACTOR inspection reveals that the Work is incomplete or defective. reasonable access to complete or correct items on the CONTRACTOR shall immediately take such measures as are tentative list. accessary to complete such Work or remedy such deficiencies.14.05 Partial Utilization 14.07 final Payment A. Use by OWNER at OWNER's option of any substantially completed part of the Work which has A. Application for Payment specifically been identified in the Contract Documents, or which OWNER, ENGINEER, and CONTRACTOR agree 1. After CON'T'RACTOR has, in the opinion of constitutes a separately functioning and usable part of the ENGINEER, satisfactorily completed all corrections Work that can be used by OWNER for its intended purpose, identified during the final inspection and has delivered, without significant interference with CONTRACTOR's in accordance with the Contract Documents, all main- performance of the remainder of the Work, may be tenance and operating instructions, schedules, guaran- accomplished prior to Substantial Completion of all the Work tees, Bonds, certificates or other evidence of insurance subject to the following conditions, certifiri,es of inspection, marked-up record documents (as provided in paragraph 6.12), and other documents, 1. OWNER at any tinie may request CON- CONTRACTOR may make application for final TRACTOR in writing to permit OWNER to use any payment following the procedure for progress payments. such part of the Work which OWNER believes to be ready for its intended use and substantially complete. If 2. The final Application for Payment shall be CONTRACTOR agrees that such part of the Work is accompanied (except as previously delivered) by: (i) all substantially complete, CONTRACTOR will certify to documentation called for in the Contract Documents, OWNER and ENGINEER that such part of the: Work is including but not limited to the evidence. of insurance substantially complete and request ENGINEER to issue required by subparagraph 5.04.13.7; (ii) consent of the a certificate of Substantial Completion for that part of surety, if any, to final payment; and (iii) complete and the Work. CONTRACTOR at any time may notify legally effective releases or waivers (satisfactory to OWNER and ENGINEER in writing that OWNER) of all Lien rights arising out of or Liens filed CONTRACTOR considers any such part of the Work in connection with the Work. ready for its intended use and substantially complete and request ENGINEER to issue a certificate of Substantial 3. In lieu of the releases or waivers of Liens Completion for that part of the Work. Within a specified in paragraph 14.07.A.2 and as approved by reasonable time after either such request, OWNER, OWNER, CONTRACTOR may furnish receipts or CONTRACTOR, and ENGINEER shall make in releases in full and an affidavit of CONTRACTOR that: ins(x-Ction of that part of tht_ Work to determine its status (i) the releases and receipts include all latch, services, of completion. if ENGINEER does not consider that material, and equipment for which a Lien could be filed; part of the Work to be substantially Complete, and (ii) all payrolls, material and equipment bills, and ENGINEER will notify OWNER and CONTRACTOR other indebtedness connected with the Work for which in writing giving the reasons therefor. If ENGINEER OWNER or OWNE.Ws property might in arty way be considers that part of the Work to be substantially iesponsible have been paid or otherwise satisfied. if any complete, the provisions of paragraph 14.04 will apply Subcontractor or Supplier fails to furnish such a release with respect to certification of Substantial Completion of or reccipt in full, CONTRACTOR may furnish a Bond that part of the Work and the division of responsibility or other collateral satisfactory to OWNER to indemnify in respect thereof and access thereto. OWNER against any Lien. ())7(it) • 39 B. Review of Application and Acceptunre 1. a waiver of all Claims by OWNER against CON'T'RACTOR, except Claims arising from unsettled 1. If, on the basis of ENGINEER's observation of Liens, from defective Work appearing after final the Work during construction and final inspection, and inspection pursuant to paragraph 14.06, from failure to ENGINEER's review of the final Application for comply with the Contract Documents or the terms of any Payment and accompanying documentation as required special guarantees specified therein, or from by the Contract Documents, ENGINEER is satisfied that CONTRACTOR's continuing obligations under the the Work has been completed and CON'TRACTOR's Contract Documents; and other obligations under the Contract Documents have been fiilfilled, ENGINEER will, within ten days after 2, a waiver of all Claims by CONTRACTOR receipt of the final Application for Payment, indicate in against OWNER other than those previously matte in writing ENGiNEER's recommendation of payment and writing which are still unsettled, present the Application for Payment to OWNER for pay- ment. At the same time ENGINEER will also give written notice to OWNER and CONTRACTOR that the ARTICLE 15 - SUSPENSION OF WORK AND Work is acceptable subject to the provisions of 'TERMINATION paragraph 14,09. Otherwise, ENGINEER will return the Application for Payment to CONTRAC'T'OR, indicating in writing file reasons for refusing to 15.01 OWNEY May Suspend Work recommend final payment, in which case CON- TRACTOR shall make the necessary corrections and A. At any time and without cause, OWNER may resubmit the Application for Payne w. suspend t}ae Work or any portion thereof for a period of not more than 90 c:onsecartive days by notice in writing to CON- C. Payment Becomes Due 'TRACTOR and ENGiNi ER which will fix the(late on which Work will be resumed. CONTRACTOR shall resume [tic I. 'Thirty clays after the presentation to OWNER of Work on the date so fixed. CONTRACTOR shall be allowed the Application for Payment and accompanying docu- an adjustment in the Contract Price or an extension of the mentation, the amount recommended by IMANI-I R Contract 'I imes, or both, directly attributable to any such will become due and, when duc, will be paid by OWN- suspension if CONTRACTOR snakes a Claim therefor as ER to CONTRACTOR. provided in paragraph 10.05. 14.08 Final Completion Deltged 15.02 MVNER Afcry Tcinrinate fnr Cause A. If, through no fault of CONTRA(I-ITOR, final A. 'llu occurrence of any one or more of the following completion of the Work is significantly delayed, and if events will ,justify termination for cause: ENGINEER so confirms, OWNER shall, upon rcceip( of CONTRACTOR's final Application for T'a),n►ent and 1. CONTRAC'I'OR's persistent failure to perform recommendation of ENGINEER, and without ternlrllating the the Work in accordance with the Contract Documents Agreement, make payment of the balance duc for that lx,rtion (including, hilt not limited to, failure to supply sufficient of the Work fully completed and accepted. If the remaining skilled workers or suitable materials or equipment or balance to be held by OWNER for NVork not fully completed fatlurc to adhere to the progress schedule established or corrected is less than the retamage stipulated in flu under paragraph 2.07 as adjusted from time to lime Agreement, and if Bonds have been furnished as required in pursuant to paragraph 6.04); paragraph 5.01, the written consent of the surety to the payment of the balance due for that portion of the Wcnk fully CON'TRACTOR's disregard of laws or completed and accepted shall be submitted by CON. Rcgtll;i6uns of any public: body having jurisdiction; TRACTOR to ENGINEER �.vith the Application I'M such payment. Such payment shall be made under the terms and 3. ('ON'I'kAC"TOIt's clisrci;ard of the authority of conditions governing final payment, except drat it shall not h.N(IINF.E.R; or constitute a waiver of Claims. OR's violation in any substantial 14.09 Wi iver of Claims w:!y of any ptovlsiorts of the Contract Docuttaents. A. The snaking ;111(1 lCCCplance of final payment '.Gill it. 11 unc or moic of the events identified in paragraph constitute: 1',.(t:.A oi�cur, OWNF.R may, after giving CON'T'RACTOR (,curl the surety, if anv) seven days written notice, terminate (X)AK) •all the services of CONTRACTOR, exclude CONTRACTOR engineers, architects, attorneys, and other professionals from the Site, mid take possession of the Work and of all and all court or arbitration or other dispute resolution CON'TRA.CTOR's tools, appliances, construction equipment, costs) incurred in settlement of terminated contracts and machinery at the Sitc, and use the same to the full extent with Subcontractors, Suppliers, and others; raid they could be used by CON'T'RACTOR (without liability to CONTRACTOR for trespass or conversion), incorporate in 4, for reasonable expenses directly attributable to the Work all materials and equipment stored at the Site or for termination. which OWNER has paid CONTRACTOR. but which are stored elsewhere, and finish the Work as OWNER may deem B. CONTRACTOR shall not be paid on account of loss expedient. In such case, CONTRACTOR shall not be of anticipated profits or revenue or other economic loss entitled to receive any further payment until the Work is arising out of or resulting from such termination. 11nished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses, and damages (including but not 15.04 CONTRACTOR May .Stop Work or Terminate limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration A. If, through no act or fault of CONTRACTOR, die or other dispute resolution costs) sustained by OWNER fork is suspended for more than 90 consecutive days by arising out of or relating to completing the Work, such excess OWNER or under an Order of court or other public authority, will be paid to CONTRACTOR. If such claims, costs, or ENGINEER fails to act on any Application for Payment losses, and damages exceed such unpaid balance, within 30 days after it is submitted, or OWNER fails for 30 CONTRACTOR shall pay the difference to OWNER. Such clays to pity CONTRACTOR any sum finally determined to claims, costs, losses, and damages incurred by OWNER will be due, then CONTRACTOR may, upon seven days written be reviewed by ENGINEER as to their reasonableness and, notice to OWNER and ENGINEER, and provided OWNER when so approved by ENGINEER, incorporated in a Change or ENGINEER do not rernedy such suspension or failure Order. When exercising any rights or remedies under this within that time, terminate the Contract and recover from paragraph OWNER shall not be required to obtain die lowest OWNER payment on tic same terms'as provided in price for the Work performed. paragraph 15.03. In lieu of terminating the Contract and without prejudice to any other right or remedy, if ENGi- C. Where CONTRACTOR's services have been so NEER lira failed to act on an Application for Payment within terminated by OWNER, the termination will not affect any 30 days alter it is submitted, or OWNER has failed for 30 riyJits or remedies of OWNER against CONTRACTOR then clays to pay CONTRACTOR any surn finally determined to existing or which may thereafter accrue. Any retention or be due, CON'T'RACTOR may, seven days after written notice payment of moneys due CONTRACTOR by OWNER will to OWNER and ENGINEER, stop the Work until payment not release CONTRACTOR from liability. is made of all such amounts due CONTRACTOR, including interest thereon, The provisions of this paragraph 15.04 are 15.03 OWNER Ma}, Terminate For Cottvetrience not intended to preclude CONTRACTOR from making a Claim under paragraph 10.05 for an adjustment in Contract A. Upon seven days written notice to CONTRACTOR Price or Contract Times or otherwise for expenses or damage and ENGINEER, OWNER Wray, without cause and without directly attributable to C:ONTRACTOR's stopping the Work prejudice to any other right or reuredv of OWNER, elect to as permitted by this paragraph. terminate the Contract. in such case, CON'T'RACTOR shall be paid (without duplication of any iterns): ARTICIA 1G - DISPUTE RI'sSO1..U'1'iON 1. for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective elate of termination, including "ir and 1t�.UJ M""Ods and Prncudnre,s reasonable sums for overhead) and profit on such Work; A. Dispute resolution methods and procedures, if any, 2. for expenses sustained prior to the effective date shall be as set forth in the Supplementary Conditions. If no of termination in performing services and furnishing; inethod and procedure has been set forth, and subject to the labor, materials, or equipment as required by the provisions of paragraphs 9.09 and 10.05, OWNER and Contract Documents in connection with uncompleted C'ONTRACT'OR may exercise such rights or remedies as Work, plus fair and reasonable Burns for overhead and either may otherwise have under the Contract Documents or profit on such expenses; by Laws or Regulations in respect of any dispute, 3. for all claims, costs, losses, and danr►g;es (including bill not limited to all fees and charges (if (k)700 - 41 ARTICLE 17 -MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified snail, postage prepaid, to the last business address known to the giver of the notice. , 17.42 Computation of Times A. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made'a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. 17.03 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a.limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 17.04 Survival of Obligationv A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Agreement. 17.05 Controlling Law A. This Contract is to be governed by the law of the state in which the Project is located. 00700 - 42 BASIN 3 SANI'T'ARY SFAVI;.R SYS'fFIM RI?I IA13IHTATION CITY Oi' ,111J-IiRS0 N, N,IISSOt I R I f)OC'UMFNl' 00800 SUPPI,FM1?N 1'ARY CONDYFIONS These Supplementary (.:'onditions anncnd or supplement the Starn( ard GC110-al C'011diti0llS of the Construction Contract (No. 1')10.•8, 1990 I?ditioll) and otIlC• provisions ol'the Contract Documents as indicated below, All provisions which arc ilot su annended or sulllllcnnelltccl rcnulin in {isll Iclrcc and clTcct. 'I'hc terms used in these Supplcnlent�uy Conditions will have the nlcallings indicated in the General Conditions. Additional terms used ill these Supplementary Conditions have till: rlleailings indicated below, which arc applicable to birth the singular and Mural tllC'eol'. SC-4.02 Add the 161lowing lie", paragraph imnlcdiately alter paragraph 4.02.13: rnDrawings NGINF,HR relied upon the following C . In the preparation of the and � del ilications, I? reports of explorations and tests ol'subsurfaec Conditions at file Site: 1. Manhole Inspection Logs elated March 2003, prepared by Severn Trent Pipeline SCI-VICCS, Inc., titled "SCNVCl'SystClll !:valuation titudy,.Icfl'ers(ln City, Miss(luri, Dian Report-Arta 3, Voltmnc 1 of3 Manhole Inspections. The"technical data"C011111ilncd in this report upon which the (:'ONTRAC TOR may rely are the internal inspection rellorts, as 1:11 till' dates made. Pipeline 2. Smoke '1•etit Data dated March 2003, prepared by Severn '1 rent ( ipl;linc, Sl,r•viccs, file., titled "Sewe•System fivalualiorl Study,.ICITel'sorl City, MISSOUI-i, Urafl Report- Area 3. Volume 2 of 3 Srnokc Test 1.)ata. The "technical data" contained in this report upon which the CONTRACTOR may rely are the smoke test reports, as of the dates made. 3. TV Inspection Logs dated March 2003, prepared by Severn"Trent Pipeline Services, Inc., titled"Sewer System f?valuation Study,Jefferson City, Missouri, Draft Report- Arca 3, Volume 3 of3 TV Inspections. The"technical data"contained in this report upon which the C'ONT'RACTOR may rely are the internal inspection lofts, as Of tile dates made. 4. TV Inspection Logs dated .duly 2003, prepared by Severn Trent Pipeline Services, tile, Mined"Sewer System I'valuation Study,,lefferson City, Missouri, Dralt Report- Area 3, Volume 3 of3-Supplenental'I'V Inspections. 'I-he"technical data"contained ill this r'Cpol'l upon 11'hlCln the (:'C)N'I'IZA(:"I'(:)R may rely arc the internal ill,1)CtiorI logs, as of*the dates made. C5X59100 00800-1 CONDI'T'IONS R0 --- 12/12/03 BASIN 3 SANEl'ARY SFWI:R SYSTEM R1;11A1311,ITATION CITY O1-' ,11?I-TT'IRSON, N1ISSOI I R I D. Copies of reports and drawings itemized in SC-4,02.(' that arc 1101 irlclrrc.led with the Bidding Documents may be examined al the ol'Iice of lire Wastcwater Utilitics Division within Ills; Dcpartrnent of Community Deve,�loprnerrl at 2320 I lyde Park Road, ,ieflcrson City, Missouri, during regular business hours. 'These reports and drawings arc not part of the Contract Documents,but th:;"technical data"contained therein upon which C'ON TRACT OR may rely as identified and established above al ir►co►porated therein by re{crence. CON TRAC"TOR is not entitled to rely upon other i111,01- nation and data utilized by l"Wi NE1;R in the preparation of the: Drawings and Specifications. SC-5.04 Adel the Following new paragraph immediaicly altar paragraph 5.04.13: Cl. 'Tile limits of liability 1,61.the insurance required by paragrapl15.04 ofthe General Conditions shall provide coverage fimr not less than the or greater where required by Laws and Regulations: I. Workers' C.'onlpensation, and relalcd coverages under paragraphs 5.04.A.I and A.2 of the General Conditions: a. Stale: St.;tutory b. Applicable Federal (e.g. Longshoreman's) Statutory C. Employer's I.iabilit-v: Statutory 2. Contractor's General Liahility antler paragraphs 5.04.A.3 through A.G oft.he General Conditions which shall include completed operations and product liabilitycoverages and eliminate tile exclusion with respect to property under the care, custody, and control of Contractor: a. General Aggregate $2,000,000 b. Products Cor►lpleted Operations Aggregate $2,000,000 C. Personal and Advertising Injury $300,000 per person $2,000,000 per organization d. Each Occurrence (Bodily Injury and Property Damage) $2,000,000 C, Property Damage liability insurance will provide Explosion, Collapse, and Underground coverages where applicahle. f. 1?xccss or Un1b1'e11a Liability l) Gcneral A4,,gregate $5,000,000 ' 2) Each Occurrence $2,000,000 3. Automobile Liability under paragraph 5.04.A.6 of the General Conditions: C5X59100 00S0U 2 SUPPLEMENTARY CONDITIONS R0 ._ 12/12/03 aBASIN 3 SANITARY SVIWI{•R SYSTI-Al Rl'.11ABILITATION C'I'I'1' OI .II?1 l l?RSUN, MISSOURI a. Bodily Injury: Fach person $300,000 Each Accident $2,000,000 h. Property Damage: Mach Accident $2,000,000 C1. C'onlhined Single Limit of 52,000.000 4. The Contractual Liability Coverage required by paragraph 5.04.13.4 o1'thc Cicileral C'onclitions sh;rll prc>vicle Coverage for not less than the following an►ounts: a. Bodily Injury: I?ach ACci(ICl)t $300,000 Annual Aggrel;atc $2,000,000 b. Property Oanlage: 1.•ach Accident $300,000 Annual Ai;grct;ate $2,000,000 SC-5.06.A Delete paragraph 5.06.A in its entirety and insert the following in its place,: A. CONTRACTOR shall purchase and maintain property insurance upon the Work at the Site in the amount ofthe full replacenicilt Cost thereof. Th1S illSllrailCC Shall: 1. include the interests of OWNER, CON'T'RACTOR, Subcontractors, ENGINEER, ENGINE-ER's Consultants and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, partners, enlployces, agents, and other consultants and subcontractors of any of them each of whom is deemed to have an insiu•abic interest and Shall be listed aS an insured or additional insured; 2. be written oil a Builder's Risk "all-risk"of-open peril or special causes of TOSS policy f01'111 that shall at least include insurance IOr physical loss and damage to the Work, Ienlporaly buildings, f lISMork, and materials and equipment in transit and shall t insure against at Icast the fi�llowinl; perils or causes of loss: fire, lightning,extended coverage, thClt, vandalism and malicious mischief, Cartilquake, collapse, debris rcnlwal, demolition occasioned by enforcement of' Laws and Regulations, water damage, and such other perils or Causes of loss as maybe specifically required by the Supplementary Conditions. ' 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects); 05X59100 00800-3 SUPPLC;MI-1 NTARY CONDITIONS RO -- 12/12/03 13ASIN 3 SANI TAIZY SFWFR SYSTI?M 10-11AIIIIA I'ATION CITY OF 3EhFERSON, MISSO11IZ1 4. cover materials and equipment stored at the Site or at another location that was agreed to in writing by OWNER prior to hcing incorporated in file Work, provided that such materials and equipment have been included in all Application for Payment rcconlnicndcd by ENGINEER; and 5. allow 10i- partial utilization ol'tlle Work by OWN[-?R; I 6. include testing and st',lrtup; and 7. be maintained in cflcct until final payment is made unless otherwise agreed to in writing by OWNETZ, CONTRAC"TOR and ENGINEER with 30 days written notice to each other additional insured to whom a ccrtilicatc of insurance has been issued. B. CONTRACTOR shall be responsible for any dCdlletible or self=insured retention. C. The policies of'insurance required to be purchased and maintained by CONTRACTOR in accordance with this paragraph SC-5.06 shall comply with the requirements of paragraph 5.06.0 of the General Conditions. SC-5.06.[3 Delete paragraph 5.06.8 in its entirety and insert the following in its place: B. CONTRACTOR shall purchase and maintain such boiler and machinery insurance or additional property insurance as may be required by Laws and Regulations which will include the interests of OWNER, CON'T'RACTOR, Subcontractors, ENGINEER, and ENGINEER's Consultants, each of whorl is dccmc(T to have an insurable interest and shall be listed as an insured or additional insured. SC-5.06.E Delete paragraph 5.06.E in its entirety. SC-9.03 The duties, responsibilities and limitations of authol•ity of'tlle Resident Project Representative are set fol-th in Exhibit A, attached to these Supplementary Conditions. SC-13.02 Add the following new sentence inimcdiately after paragraph 13.02.A: CONTRACTOR. shall provided them with the follo1will'� safety equipment and persoilllcl for- all 111a111101C entry: 1. "Trained standby attendant. Attendant shall be trained in use of safety equipment and meter's. ' 2. Tripod, winch, harness ail lanyard. C5X59100 00800-4 SUPPLEMENTARY CONDITIONS ' RO -- 12/12/03 BASIN 3 SANITARY Sl?W1;R SYSTEM RIMAMI TFATION CI'T'Y OF ,11:FF RSON, MISSOI IRI 3. Calibrated meters (br atmospheric testing of oxygen level, flammable gas and hydrogen sit fide. 4. Cell phone designated liar emergency use only (luring all manhole entry. SC-17.05 Add the following new paragniph 11nmediately after paragraph 17.05.A: B. 'rhe contract shall be =overnc d by the laws of the State of fvlissouri. The Courts Ofthe Stitt 01' b Missouri shall have jurisdiction over any dispute which ariSCS under this contract, and each of'the parties shall submit and hereby Consents to such Courts CxtrciSC of jurisdiction. In any suCCCSS1i11 action by the City to enforce this contract, the City shall bc entitled to recover its attorney's fees and expenses incurred in suCh acti011. Additional Conditions 1. dal Addresses. The business address of Contractor given in the laid Norm and Contractor's office in the vicinity of the \Vork are both hereby designated as the places to which all notices, letters, and other C0111111 Lill 1C2tti011 t0 Contractor will be mailed or delivered. The address of Owner appearing hercinkf1orc is hereby designated as the place to which all notices, letters, and Other COMM Lill 1Cat10n t0 Owner shall be mailed or delivered. Either party may change his address at any time by an instrument in writing delivered to Engineer and to the other party. 2. Inspection by Public Agencies. AuthorirCd representatives of the public agencies, including but not limited to Missouri Department of Natural ResOUrcts, Clean Water Commission, and the EIERA, shall h,we access to the Work wherever it is in preparation or progress. Contractor shall provide proper facilities 101- such access and inspection. 3. Wage Rates. Wages shall be paid to each employee engaged in the Work at a rate not less than the prevailing rate of wakes lbr the particular trade or occupation, as issued by the Department of Labor and Industrial Relations of the State of Missouri. 4. Archaeological binds. 11, during the course; of construction, evidence of material of historical or archaeological interest is luuud, the Contractor shall cease operations affecting the find and shall notify the Owncr, who shall notify the Director, Division of Parks & Historical Preservation, 11.0. Box 170, .Icflcrson City, MO(15102,Telephone Number(573) 751-2479. No further disturbance of 111MC ,11 shall Cnsuc until the Contractor has been notified by the Owner that he may again proceed. In the event that the archaeological examination and related work causes delay in a critical component of the Contractor's work schedule, lie shall be entitled to in extension of time to complete the work equal to the C5X59100 00800-5 S1)PI1I_EN/I Nt'ARY CONDITIONS RO — 12/12/03 BASIN 3 SANITARY Sl?WI;R SYSTEM ltl l IABiI.ITA`rION r CITY O1 .II::1 ( LiItSUN, MISSOURI number of days that ilc is tht]s(lelayed. '1'hc Owner shall retain all right, title, anti interest to artifacts which the Owner considel'S to he ol'valuc that arc found at the site. 5. Clean Air Act. Contractor shall comply with the Clean Air Act (P. L. 101-549). G. Authorshi )and EnSOrcclncnt. Pa]tic agree that the pro(iuctlon of thls tlOClnllellt wtiS the 1 joint effort of both parties and that the contract should not be construc(.I as having been drafted by either party. In (lie event that either party shall seek to clif'orce the terms of this contract through litigation, the prevailing party in such action shall tic entitled to receive, in addition to any other relief, its reasonable attorneys Pecs, expenses and costs. END Or DOCUMENT OOS00 1 i 1 C5X59I00 00800-6 SUPPLEMENTARY CONDITIONS ' RO— 12/12/03 ® EX111111T A 41 Duties, Responsibililies and Litnitatiolls of Authority of Resident Project Representative (l:J AK, No. 1910-1-1)) ENGINElR shall furnish a Residew Project Rcpreseutative ("RPR"), assistants, all d other field slaf•f to assist ENGINEER in observing progress anti duality ofthe Work. 'I ire RPR,assistants,and other field staff allay provide Cull tittle,represetltatiou or play provide representation to a losser degree. Throubli such additiotlai observations of C'ontractor's work in progress and field checks of materials antd equipment by the RPR anti assistants, i?NGINEF'R shall endeavor to provide further protection Silt OWNER against defects and deficiencies in the Work. However, L:N(;lN1 FR shall nut, during such visits or as a result ofsuch observations of Contractor's work in progress, supervise, direct, or have control over Contractor's Work nor shall EN(.IINE R have authority over or responsibility file the means,methods,techniques,sequences or procedures selected by Contractor,for safety precautions and programs incident to the C'ontractor's work in progress, for any faihne of Contractor to comply with Laws and Regulations applicable to Cotlt•actor's performing and furnishing the Work, or responsibility of construction for Contractor's fililure to lurnish and perform the Work in accordance with the Contract Documents. lu addition, the specific li►nitations set lorth in the IiNGIN1711;R's Agreement with tile. OWNER are applicable. file duties and responsibilities ot'the RPR are limited to those of ENGiNi I R in L'MGlNEI R's agreement with the OWNER and ill the Contract Documents,and are further limited and described as follows: A. General RPR is ENGINEER's agent at the Site, will act as directed by and under the supervision of ENGINEER, and will confer with ENGINEER regarding RPR's actions. RPR's dealings in matters pertaining to the Contractor's work in progress shall in general be with ENGINEER and Contractor, keeping 0\VNER.advised as necessary. RPR's dealings with subcontractors shall only be tilrough or with the full knowledge and approval ofC'ontractor. RPR shall generally communicate wit]1 OWNER with the knowledge of and under the direction of ENGINEER. B. 1?tttfes and Responsibilities of 1011 1. ScherlulL�l•: Review the progress schedule,sclic(fule of Shop Drawltlg and Sample submittals,and schedule of values prepared by Contractor and consult with 1.NG1NEf.R concerning acceptability. 2. Confer. .-es mid Meetings: Attend meetings lvith Contractor,such as pl•l'coiistructlon cotlferetices, progress meetings,job conferences ,old other project-related meetings, and prepare ;old circulate copies of minutes thereof. 3. Liaison: a. Serve as ENCi1NEER's liaison with Contractor, xorkiiig principally through Contractor's superintendent and assist to understanding tile {ntetlt of C.'onuact Documents b. Assist ENGiNI L'R in serving as OWN1iR's liaison with Contractor\vhen C'ontractor's operations affect OWNI R's on-Site operations. c. Assist in obtaining front OWNER additional details or inliirmalion,lvhen required forproper executionof the Work. 4. ltttc►l)i-elation ofC'uatruct Oocument.-. lZelimI to 1;N(-ilNl:l?R when clarification,wid interpretations ofthc Contract Documents are needed and transmit to ('ontractor clarifications and interpretations as issued by ENGINEER. 5. Shop Drawings a►ui,Sompirs a. Record date of receipt of tramples anal approved Shop Drawings. b. Receive Samples which arc furnisher! at the site by Cotltactor. and notify 1?NCi1Nl:;1_`IZ of•availability of Samples for'e'xamill ation. C. Advise I'.NGINL'I"R and Contractor of tin ot'any portion of'the Work requiring;a Shop Drawing or Sample subnlitl,al Co-, which 100, helievcs that the submittal has not been approved by E-NGINI F'R. G. Xfodifrcatinas: Consider and evaluate('nntractnr's saga+-cstious fin•modification~in Drawings or Specifications and report with RPR's recotimmidation to 1iN(ilNl-.l•R. 'I rursnrit to C'onuactor in lvrifing decisions as issued by i:NCANEElt. Pa`,cc 1 43 D�:�ErrEl;rr ,� Dollies, Responsibilities and I,itnlfafions of�luthoritp Of Resident Project Representative (I,:. I)c No. I()10-1.1)1 7. Rev c•uv of iVork and Rejection o%De i-rtive 11'ork: a. Conduct un-site:observations ofC'�ntract�r's work in progress to assist ENGINEER.in determining if the Work is in general proceeding in accordance with flue Contract Documents. b. Report to ENGINEER whenever RPR believes that any part of Contractor's work in progress will not produce a completed Project that conlurnts generally to the Contract. Documents or will prejudice the integrity of the design concept ol'Ihe complctecl Project as a functioning whole as indicated in the Contract Documents, or has been damaged, or does not meet the requirements of any inspection, test or approval required to be made;and advise IiNGINFFR of that part ofwork in progress that RPR believes should be corrected or r(jecled or should be uncovered for observation, or rcquires special testing, inspection or approval. 3. Inspections, Tvs[s, (111.1 ;vnenI slewtups: a. Consult with I-N NLi11 R in advance of scheduled major inspections, teas, and systems startups of' important phases of the Work. b. Verify that tests,equipment and systems startups and operating and maintenance training are conducted in the presence of appropriate OWNER's personnel,and that Contractor maintains adequate records thereof. c. Observe,record and report to ENGINFTA appropriate details relative to the test procedures and systems startups. l d. Accompany visiting inspectors representing public or other agencies having jurisdiction over the Project, record the results of these inspections, and report to ENGINEER. 9. Records: a, Maintain at the Site orderly files for correspondence,reports ofjob conferences,reproductions of original Contract Documents including all Change Orders, Field Orders, Work Change Directives, Addenda, additional Drawings issued subsequent to the execution of the Contract, ENGINE-ER's clarifications and interpretations of the Contract Documents,progress reports,Shop Drawing and Sample suhmittals received from and delivered to Contractor, and other Project related documents. b. Prepare a daily report or keep a diary or log book, recording C'ontractor's hours on the Site, weather conditions,data relative to questions of Change Orders,Field Orders,Work Change Directives,orchanged conditions, Site visitors, daily activities, decisions, observations in general, and specific observations in more cletail as in the case of observing test procedures; and send copies to ENGINF.FR. c. Record names,addresses and telephone numbers of all Contractors,subcontractors,and majorsuppliers of materials and equipment. d. Maintain records tier use in preparing Project documentation. e. Upon completion of the Work, furnish original set of all RPR Project documentation to ENGINEER. lil. Reports; a. Furnish to I NMNE:ER periodic reports as required of progress of the Work and of C'ontractor's conrpliancc with [lie progress schedule and schedule of Shop Drawing and Sample submiltals. b. Draft and recontntend to ENGINEA'k proposed Change Orders, Work Change Directives, and Ficid Orders. Obtain backup malerial fiom(..'onu•actor. c. Furnish to I N(;lNl:l`R and OWNER copies of all inspection, test, and systems startup reports. d. Report inunccfiately to I N6lNFF.R the occurrcncc ofany Site accidents, any hazardous I?nvironmcntal Conditions, cntclgencit's, or acts of God endanger ing file Work, and property damaged by fire or other causes. 11. Pq}ment Regtn sts: Review Applications fin• Payment with Contractor fi,r compliance with the established procedure for their submission and forward with recommendations to EN(;INEFR, noting particularly the relationship of the payment requested to the schedule ol'values, Work completed,and materials and equipment delivered at the Site hilt not incorporated in the Work. Page 2 ol'3 EXHIBIT A Dulles, Responsibilities and L,imitaiions of Authority of Resident Project Representative (E.1CDC No. 1910-1-D) 12, Certificates, Operation and rl4ainfenance Manuals: During the course of the Work, verily that materials and equipment certificates,operation and maintenance manuals,and other data require([by the Specifications to be assembled and furnished by Contractor are applicable to the items actually installed and in accordance with the Contract Documents, and have these documents delivered to ENGINE,-'IZ for review and forwarding to OWNER prior to payment for that part of the Work. 13. Completion: a. Before ENGINEER issues a Certificate of Substantial Completion,submit to Contractor a list ofobserved items requiring completion or correction. b. Observe whether Contractor has arranged fir inspections required by Laws and Regulations,including but not limited to those to be perfinmcd by public agencies having jurisdiction over the Work. c. Participate in a final inspection in the company of I;NGINI",FR, OWNER, and Contractor anti prepare a final list of items to be completed or corrected. d. Observe whether all items on final list have been completed or corrected and make recommendations to ENGINEER concerning acceptance and issuance of the Notice of Acceptability of the Work. C. Limitations of Authority by RPR Resident Project Representative shall not: 1. Authorize any deviation from the Contract Documents or substitution of materials ov equipment(including"or- equal" items). 2. Exceed limitations of ENGINEER's authority as set forth in the Agreement o►•the Contract Documents. 3. Undertake any of the responsibilities ofContractor,subcontractors,suppliers,or Contractor's superintendent. 4. Advise on, issue directions relative to,or assume control over any aspect of the means, methods, techniques, sequences or procedures of Contractor's work unless such advice or directions are specifically required by the Contract Documents. 5. Advise on, issue directions regarding,or assume control over safety precautions and programs in connection with the activities or operations of OWNER or Contractor. G. Participate in specialized field or laboratory tests or inspections conducted off-site by others except as specifically authorized by I NGINi.iE.R. G. Accept Shop Drawing or Sample submittals from anyone other than Contractor, 7. Authorize OWNER to occupy the Project in whole or in part. 1 S Page 3 of 3 BASIN 3 SANITARY S1 WER SYSTEM REHABILITATION ILITATION CITY OF JEFFERSON, MISSOURI DOCUMENT 00820-- FEDERAL AND STATE REQUIREMENTS The following Fedcral and State Rcquircmcnts shall forma part of the General Conditions, In the event of conflict between these Fcdcral and State Rcquircmcnts and the provisions of the General Conditions, the former shall govern. ■ Region VII Procedures for lmplcmcntation of'40CFR Part 31.36(c) a Notice of Rcquircmcnts for Affirmative Action to l nsurc Equal Employment Opportunity i Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) i Certification on Nonsegregated Facilities ■ State Wage Determination r w CSX59100 00820-1 FEDERAL AND STATE RO — 12/12/03 REQUIREMENTS 13ASIN 3 SANITARY Si?WI;R SYSTF..M i F] 1A111I ATATION CITY MISSOURI Region I'll Procedures for ifmplementation of 40 CFR Pall 31.36(c) (lIMinority iiushiess Enterprise/NVomen's Business i,111erprise) The Contractor shall take all necessary a 11-1 rm;It i ve Steps to assure that small, minority arld Wonlcll's business etlterprises, and labor surplus area firms ;lrc used when possible as sources of supplies, COnStr(ICti011, and services. Affirmative Steps S11a11 include the Following: I. Including qualified small, minority, alld \V(llllcli's businesses oil solicitation lists; 2. Assuring that simill, nlniorl ty,and wonlell's businesses are solicited whcncver they are potential sources; 3. Dividing total requirements, when ccononlic;ally lbasiblc, into smaller tasks or quantities to permit maximum participatirnl of small, minority, and women's businesses; 4. Establishing delivery schedules, where the requirements of the work permit, which will encourage participation by small, minority, and woiiiell's businesses; 5. Using the services and assistance of the Snlall 131IS111esS Administration and the Office of Minority Business Eilterpriso of'thc United States Dcpartillent ol'(:`orllmcrcc as appropriate; and 6. Requiring subcontractors, if'the Contractor awards subagrcenients, to take the affirnvltive steps listed in (1) to (5) above. It is to be doted that Bidders 111tISt dCnioI1stratc Colllphancc with MBE/WBE rCq(nrC111entS in OrdCr to be deemed responsive. Demonstration of' coiiipliance shall include, but is not limited to, the following information: 1. Nantes, addresses, and phone rl(inlbcrs of Ml31 /WBEs cxpcctc(1 to perform work; 2. Work to be performed by the MBEs grid W1313s; 3. Aggregate dollar amount of work to be performed by MBEs anti WBEs, showing aggregate to MBEs and aggregate to WBEs separately; 4. Description of contacts to MBE and WBE organizations, agencies and associations which serve MBE/WBEs,includnig narllcs oforganirations, agcncies and associations and dates of'contacts; 5. Description ofcontacts to MBEs and WBEs,II1CI(I(lltlg I1111llbCr0f CorltaCtS, field (i.e., equipinent ort inaterial supplier, excavators, transport Services,ClectrlCad S(Ibcorltractors,plumbers,c1c.)and dates of contacts. Bidders must coillplctc the Minority alnd WO111CI'S BIISillcS1, [;ntuprise Milization Worksheet included in the Bid Forms, an(1 submit with their Bid. C5X59100 00820-2 l EDEIRAL AND STATE RO -- 12/12/03 RF?QUiREMENTS 13ASIN 3 SAN1`I'ARV SF,W1;R ,SYSTI?M RHIIAMLITA'I'ION Ci'I'1' OI ,rL;l FL;RSUi`!, MISSOURI NU'i'ICF: OF R(:.QlJ1R[;MC;N"I' 1 OIZ AFF1RMA'I'IVI ACTION TO F"NSURE EQUAL, EMI'LOYMHN'r OPPORTI,INITY (1-;\I:CUTIVI? ORDER 1 1246) 1. The OlTeror's or Bidder's allention is called to the "f?rlu;rl Opportrrrily('louse"and the "Standard Federal i:qual 1?mploynrcnt Specifications"set I:01-th herein, 2. 'I'hc goals and timetables for minority and Icnrrle participation,expressed in pe►centage terms I'm the C'ontractor's aglrcllate workforce in each trade on all constuction work nr the covered area, are as follows: (foals 101.minority participation (;oars Iiir fenwle participation Timetablcs for each trade ill Cull trade Until further notice rtiese goals are applicable to all the Contractor's construction work (whether or not it is Federal or federally assisted) performed in the covered area. if the contractor performs construction wort;in a geographical area located outside of the coveted area,it shall apply the goals established fife such geographical area where fire work is actually performed. With regard to this second area, the contractor also is subject to the goals 1br both its federally involved and non-federally involved construction. The Contractor's compliance with the Executive( idcr acrd the regulations in 41 CFR Part 60-4 shall be based on its implementation ofthe Equal Opportunity Clause,specific allimmtive action obligations required by the specifications set forth in 41 CPR 60-43(a), and its efforts to meet the goals.The hours of minority and female employment and training mast be substantially uniform throughout the length of the contract, and in each trade, and the contractor shall make a good faith effort to employ minorities and women evenly on each of'its projects. The tansfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, the IAccutive Order and the regulations in 41 ('17 I2 Part 60-4. Compliance with the goals will be measured against the total work hours I -finnr►ed. 3. The Contractor shall provide written notification to the I)ircclor of'the Office of Federal Contract Compliance Programs within 10 working clays of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract reselling from this solicitation. The notification shall list (lie name, address and telephone number of the subcontractor;employer identification number of the subcontractor;estimated dollar•anwunt oC the subcontract; estimated starting and completion elates of the subcontract; and the geographical area in which the subcontract is to be performed. 4. As used in this Notice, and in the contract resulting from this solicitation, the"covered area" is 43 FR 49254, Oct. 20, 1975;43 FR 51401, Nov, 3, 1978, as amended at 45 FR 05977, Oct. 3, 1980 [ 1 C5X59100 00820-3 FEDERAL AND STA'rl RO -- 12/12/03 REQUIREMENTS BASIN 3 SANIT/\RY S I"WF R SYSTIAM R I;.IIAIM-H AT I( )N CITY 0 F .1 I`F 1;1"1 R S()N, ik I IS S()I I I l I Cod Uf Pod"I zil I"J•'Jill'it i•)I):;) 11 , volumo 11 [V,!Vifwd an of From flit, U.:;. 1*1111"•111 I'lint ill-I ')III ;CITE: 4 I.CFR60 1.4 1 I I VIA" 41 111.11f1lr(i, CN)' IIACT:; 1011) CHAIII'Ek C,F • •DUPAI, O)PITAI'T J ..,UAI I)X PAR I'm EI I'll OF LAHOR PART 60-1 OF AND Sithpart A- -ilu •Iiiiiinary (,pjlllillit Cj.l.lct- 11:1,11 Ill", Section 60-1.4 Eqvlal Opportunity clause• 0 1) Ved,-1 11 1}' e(t cc'm;t I twt it-if , -III 1.1. 1 !1 1 1 1 !.:x• 1,1 admilli:111.1 jn'j I1JI!Iwy Ifli'll I I eqlli I'. t lit- I I il'. I ,I w; 't jc,Il (,I •my q ro Ili*, cotiliiil.-tk(_'L, le,111, ill!3111,llicf•, 01 1111,11,1111 "f. Illy'dVilll w:;i!;twI ''IIjIItpAI:,j1 wIli(Al if; not: I-X e fill)L f VOIll t Ile tt!(IIIJ I !I ,f the • 1 rt till I I I I 1nt- T 111' app) calit- h''- a,I I I.„!; 1,hat ill(.()I p,I it od i Iltin all", cont.ract- fol, comil.I'll(A i(:,If work:, ur Ivul i I I(:.it i 1 11 1 11"1 1 t:; (l,-I i I I,!,I in t Ili- It (Jill it i0l;:1 of L 1)0 'It I'1 1,1 d f c I ill wil'.1 1 1. of, in p'l v I: wish, f illicit; ohl'a i fled St:�creU'17 of I,A'Or M 'it C'FR (11�111t" "Illif I - f vaill thr! Federal (;ovc,1,1111w lit. of: borrowed on the of tit,- Fodor(kl Gov(.111111'.11t. I'llinli'llit: ILI, it cont'ract., Ic"Ill ilimirallet-, or (ju7iiantoe. of till,1,!] akf-n to any F(•11ni'll ploIJ1,1111 involving such cirant, Contract-, 10:01, I If.;I I L.I I lc v, Or (I flit ra I I L v(! t Ilo. I I,I I ow i liq equal p.,)1.1.1111 i c I;I I I.,it Off r.i lig L 11 o pe I IF(I r im llm- of Chi:; UCO I t I it Ct V)I I- contractor I I•(,z; ,15 1 Cl 1 1 COWfl (1) The contractor will 111;t: Ili W7rilldn'tti. '111", '-[]fill (.o or oliplic'Atit f"I fiviploymont bec"11IMe of race, color, rr-I I(I i oil, or national 'I'll,• e-ont r.ict *,,I wi I I Lake rif I irmative action to r2mitive that applicalltl; ar(,- employed, and ghat omplo,...... I,,• ( [.It .(I omp I oyl-m!lit W.it:llmlt. regard to their lace, co I ri I , ril iginn, nex, or tint it II'l I I-1 -1 i 11. !;,v:h ,,,I ion tfli.!I I include, but not be limited to the InIlow;,11,1: loym''lit, lip'lladiw), domotloll, ()I 1:(• :Illitillent ()I. rt!crilit'Inenti advert.ining; layoff or Let minat.lon; r.lten of pay of -,111'•1- I,oltl!; ,f 'tild :;ol,:C'L-ioll for t:rai ill tiq, in-•11clillo am),elit,icf-!;Ilip. The rlollt.racftm I'll • I it ill va i I abl e to employees and applicant-_T for employii •ilti, lint ices to 1 • net t.inlf 101t.11 tilt- provisions of thin nondiscrimination clilllfit.�. (2) The ill all f1 I•Milloyof'n placed by iIi. Oil behalf of the canti-tICTOT.-, 11Lttli! thitt dll will r(woiv,- (.-oiuIi(It!I;tLir)IIs for employllient wit-hout. regard to r.1re, C0,101', !A"X, or 11-11AOII�Il ol-ioill. (3) "elle contractor Will to each lahol. 1111.1ml or of workers • ith which he flail -.I collect=ive hargaininq aqleollit!:11i. of: c'mitt"Ict or I IIW ;I•(. to I,t=_! pl.,Jvidell advI.-jilig the said labor union or wol.ker'n, lepre:;uIlt jtAvt!!; of t ho cont, collililit.1lif!lIts undrr tAliti section, and :iv ti lohl(! to and appl icalitin for shall. pont: Copies of tilt! I1,01fiCii- employment . (4) The contractor will comply with ,111 1','1-- urdf•l 11:!41; of ;C?pt'.elllber 24 1965, and Of thf! I-kiles, re,jillatiolin, and r(A(:Vafa oldfoflt of of Lah o I-, (5) 'I'llc contractor: will furnitih all iffortnat:;:m and i,-platil rerluiled by Executive Older 11246 of September 2.1, 1965, and by rules, ruclu 1 it t I 011r, illd ordf.•).!l of lille Secretary: of Labor, or pursuant: Lherew, and wii 11 permit- ac-Ce!;'I to Ilio books, III(, w, •(junt s by t.he adinini astir my agency and the Secretary of Labor for putpose.'i of ifive:o:i(.I,lt:ioll to atic*ovCain oomplianrifi! with nuch rules, regillationa, and orders. (G,I In the event of t:he cont ractor I s na I I C.,ofilp I i a I I C p i I I the I io I id I!;c r i m.i I I a t i o it (--I if u s u q Ct f this contract or wit.11. any 01 the acid iuler, rt.•('lit Lo 1:ionn, or ()I del,, tlii�; (:cnitlact. ImAy be canceled, terminated, or sklflpelld,�,d ill wll�)Ie of in pat I-. ajicl t It(. I tI-ti(,,r may btu (If-t•laLod ineligible for fill-tiler 0c)VImmlent- colit rilCt!I or f L ZI I I y -]W:]i tit Pit rowl I:I kltift i(-)I I ctil 11',1:a I:1,.1; .in arco,I-rlancf,- wi,LII proceduren iLut-I)oriv.(!Cj in i7xv!mIt.ivu Order 1 12,16 of !,;c.JAImmIwT* :1•I, 19i,13, alld ,;if(-)) other may be i n1poned and remedies invoked it.9 provi led in (-)I it,.1 1 1,!,16 of S,tj)Lember :A, 1965, or by rule, r(.tCjI.IliiLiOII, or 01:(1e17 Of, the •.A Labor, or it:; I;ilwf'wim. I)Invid('d by low. (•7) Tile coltt vact.ol V)i.I I i licl IICI(. I Ile p')rL i oil (d till,,, !;(-.Ili 111111ledi at e I it. pi-eced ill-I para(j vaph (1) and the provitiliam., of pa-,.Zlqvilpllrl (1) 011"rm,jil (") ill fmlwollt'ract. or purchane. ull1eqa exmilpt(rd by 1:11 len, :it-i olm, or ard,�vs (it t If(! 1;1,-,rt.t 11 of 1 f;mifed pill suarit: to sect-A,On 20.1 of Executive Orcle t I::1.1 G ( f 1ept'!ulbu r 21, I il'it. :-,twn pruv I:I I ,,it!; wi I be lit wl i ncl upon each slibcantracLor ar vt-II(I(,f I)w (:OntrocLor will, I:I::!p",(A. to any .;uhcClII1,ract or Purchase order as the MX.,' dilf'(A C; I Mfi-llllt: Of such providons, including salictiolim" for noncompliance:t , Provider!, however, ill t.lifi. (!Vf!nt it contractor becomes involved in, or is t1ireitt-eno"I with, I iti'lit irm tvilli a rar•tor of vendor. ;1!1 a remilt of such dir(.•c.tioll h." tAl'. lII•j Ill-111. request: Hit.- Hilit-ed tI, in''. :;f_v:II j it Ili' tilt the Ull it:ud I,a t�e!.I. I '17110 ZII)III iC,1111i I.LIT.Lllf : 1 ht: howid h•• t h.. I c'pporl reopect. to ivs, own emp I ;A IIA, vjl •il it. part i'"p.It In I I-." •oll!;t • ioll work Provide-cl, Thati if. tit,-• appl icililt_ fin I"It I, I! I !;I o 1(,( 'il 1107(.1 1111i"1W, tile ai?,'rve 111111,11 c.latul(• tic ii,w IppI icohlr. to all" a's'st ill:a '.Ilwjll tl It", of :;ohdivi:,i,m ,f !;iwli which does no!. p,,ii I-icipot I.! in 1: on r,, ind,!i II,! I ";It :"Cl C5X59I00 00"."20-4 1`1;1)I.-.RAI, AND STATF, RO 12/12/03 R 1-1-0 IJ I R I.-Al F,NTS r13ASIN 3 SANITARY SI`,WFR SYS' TIM R I11AIM .I•I A'I.1ON MISSOURI The .Ipplicallt ayrcot; that it 'gill •In:1i.;t .and ,s.,op •t.at(• .a.•rlvt-ly with tha n6,1111iatel in,l a,_Jr•ncy and Lilt- Secretary ni. Labor in obtoinin"i fill- (rrnnpla,nac ,• of rcntr,tctr,l:, .uui :,uhc;ontl,,: tur1 with th'! c•r{unl n)apart:till it.y r.lnn--^,c arui the Iulr•n, Ir•,nliat irn:;, ,illd r,•I,•v•un re:•i,•1;; nt th'• Gr" rra,ary of 1,.Ibor, Lhat it. will ful'tlinh t),r' adminiatnrin!1 ,a )i•1cy an.f th, :.r•, r, t,ny ul I.thor :ntc•h inf(ilmat.ion 'In they may rr•rJuirri for: the supeLvi:;iura (-A Much cnna{ll i,tnce, ;and t hot it '.;ill r,t h•'•ttdi:;r• ann.int. the ahniniatel ill(_, ayr•!!c y in the. dincharcte of I.he a( 'llcy's plAllcar} r( sponnihillty fill :u•ruriu,'I , on7pli;Inc:(•. The applicant fLIYtIff-V agre.en t1:at i.i Vii I1 rrrII.liII Iron, Intr'I11,11 jilt oily crnitract or cont rac:t ItlocIific;IL inn nubject Lo I:lxecut ive Urrh•r 11;I4r r:f. ;;ep(r ill br•r ::4, arias, wit,II a cofItI,Ictor dr-harred ftorn, ol. wIIC 1l;tn not. clrrtnoural raLo(1 el icl i b i liLIt, fo1 , 4kvl•rumr•nt ("'I!It II c't'rl ,1111 f,"dc•rai.ly a:ani:lt:(•d r71al1 ntrt)CLi WI coIItractn IrttrinaIt: to 111,7 Executive order and .rill (,III our :tuc•11 .;,IIICII ic.,n:; and Iu,nnlLieI! f:or vIoIaL.ion of. the, egtial cppoI'tIIII y clause an may he i111PO ed 111:",1 c•cn7t.CacluYa lied B11I)Cml:lac:Lnrr., by thi! adminintei ing ac{rrrtr:y ol• Cho Seer:cr..ary ot. habur pill ntt:ott. t,r 11,11:,. I I , f:11hpart 1) of 1AW EV.QCtlLi4e order. In addtl ion, tho app.lICant !Igluer IhIt if it f.lII nI Ivf:unc:•n to cnnlhly with Lhese undertaki.nyn, t.hr• adnainiif t:cIiraci a,tenc-, na,ay to}:e arc; of alI r.,l thr• to 1.1owIn,I iw-tioul: Cancel, tinmin.ILe, or nunpend in Whole or in pnl-1, this gran( (, :)flt1'10 , 1(r:;rt, infcurilITCV, cjtlur,ifltne) ; refrain from extending any fill-thcr MINi!atarn:e Lo tiau .Ippiicarlt unch-I th,• prucuani witb. renpr•rt. Lo which the failure or refund occurred until 1It infa(acuy .a:;nuranc" ,,f fiiLine comp] i.;ncr• h,an been received from such applicant; and refer the cane t.n t.11"• Dop;trtul-nt of Ju:;lir ,• fr;r apprul,raaLa lu,lal proCeedi ngs. Section 60-4. 3 EEO Construction Contract: Specifications Ntandard Federal Equal Employment Opportunity Construction Contrdct Specifications (Executive order 11246) 1. As used in these specifications: a. •Covered area mear,n the cloogr•aphi.caI .tro:l dencribod in the ctoliciiat-ion from which this contract 1'Cftllited; b. "Director' ' nleann Directol , Office o1' Fed(:)-al Conrract complinnc,, Programs, United Staten Department of Labor, or a.ny pernoll Lu whom t.hr: Dir,!c:t.o 'Ir•1•xlnten authnrity; c. "Enlployc:r identification nunahc•r" means th,: F(!(I-",%l f:ocial Scrcur.ity number tined on the Employet's 011iar.terly Federal Tar. Pctilf.n, U.S I're„nut.y llc•p,ulmr,nt Forma 9,11. d. "Minority" includes: (i) Black (all pe.rcalnn havin,l uriyi.nn in ally of Lhr• Black Af t i(:an racial groups riot: of Hispanic origin) ; (ii) Hispanic (al l pur.lonn of Mexican, PIIC_rt.e, Rican, cilllarl, Cent-r,al or South American or other Spanish Culture or origin, regardless of rac(!) ; (iii) Asian and Pacific lvlandei (al1 pernunn havi.nc.l orirlinn in any of the original peoples of the Far f?aot, outheao-lt. Asia, thr Radian Suhcorit.inept. , of tll(: 1)aci f is I:rlands) ; and (iv) American Indian or Alaskan Native (all pero(.)ns having origins in any of the original peoples of North America and maiit t:ai.IIiICI ident.ifiabl(: tribal a f.fiIiat:ionr; throu,7h membership and participation or community ident:i.f icat.ion) . 2. Whenever thu Conl.racLor, or any Subcontractor at: any tir!r, slibcontr:act.s a portion of the work involving any construction trade, it slia.lI phyc;icrally inc•1ur.1e ill each nubcontract: .in excess of ;10,000 the provi sions of there np(Icifi.cations anti tho Not- Ice which contains the applicable goals for minority and female particip..ition and which i'r out forth in the nolic:.ilationt) from which this contract resulted. 3. If the Contractor is participating (pursuant: to 41 CFR 50 4.5) in a lometown Plan approved by Lhe U.S. Department. of Labor in the: covered area e.iLhcr individually or through an association, its affirmative action obligations on all work in Lhe Ilan anon (.includin(j goals and timetable3) shall be in accordance with that Plan for ,hoar. tradnn which have un.iona paiticipaatiog in the Plan. Contractors must be able to demonntrate their: p,trt.icipation in and comp.l.iancr, with the provisions of any such Hometown Flan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comylly with its obliclat.ionn under the EE0 clause, and to make a good faith effort- to achieve each goal under the f,.1an in uach Lrade in which it hail employees. The overall good faith performance by other. Contract:o.rn or Subcolltractors toward a goal in an approved Plan does not excuse any covered Contractor's or Suhcontr.:ar.•tor's failure Lo Lake ,food fdltJl efforts to achieve the Plan goals and tiimytables. 4. The ContracLor shall implement t:he, npeCi.L'.ic if!:ir(fl-itivo action standards provided in paragraphs 7 if through p of Lhene epucif.icat:ions. The goalll t,er. forth in the uolicie.atiun from which this contra(:t: resulted are r:xl:arenned an parcuntay,rn of. Lhr• LOLaI hours of employmunt and training of. minority and female ul:.ili•r.alion the cunt:rartor should reannnably hr: able to <Ichieve in ear-•h coast ruct i on t mate in which it an employees in Life covered area. Covered con:ltructiull ;ol,fctor:; performing construction work in geographical areas where they do not have a Federal or federally ausiuted construction cz)ntracL shall apply Ole minority and female r{oaln ontahlinherl for th,: r1r•culraphicral area when:: the work in being Performed, Go:aln are publ_inhed perindicnlly in till-. Fr•(leral Itu"tiL:ter in lroCicc fc:nrn, and such notices may bo obtained front any Offico of Federal Contr:act Ccxl,pli,ancrr Pro(pam1 office or from Federal procuremrent contrac:r.ing officer:;. 'I'll" r-nur.rnctor i:; oxtt,ct,-(I r�) ncake :,ubct<ult.tal.Jy lllliforlm progress in meet::iug its goa.ln in each craft, durinrl tha: pericui S. Nui.t•llol the provisions of ;Il'y ,.?�.ilr:ra ivr: i .u,7,rinincl ,tyrr cmrvlt, i or the C,ai.lurc.• by if union with whom the C'onLractor hail a culleca.ive hargilirainri ar{rw1111:1,.., to t:uful eiLhcl, ninnritio• : or women shall excuna the Collt.I',Wt0r'„ ohli(+ILion:I nnrk•r lht,nr• ;,peciti:,at .ioll:i, EX—culive nrdol, 112,16, or the regulat.ions }ar'umulgaLed I urr,uant. t h(7rtar.t.'. C5X59100 00820-5 F1`1)11RA1, AND STATE' RO -- 12/12/03 Rl"'QUIRT MINTS BASIN 3 SAN1•I ARY SIAVI"K SYS F'M RF11nlill.l'fATION CITY O1' .Il;f FFRSON, MISSOI IRI 6. Ill olcloi fur Hitt nc,!rr."tl:trnl t.1•tinin,l hc,ul :; c,t ,trrt,•;tl i, ,•sr ,,ill tlsinr•,•n ru hr• c,,tttttl••1 in nteel1 11q lhr• qt).ill, wicll •tlgn,•nlir , n •url Ir,tilwo:, mil:,! h,• .•ni,lu •( ,I I,} ill,- Coliti.ictr,r dutinl 1116• tviiininl pot iod, 111(1 t.11, (' nl ,a 'ter count ha:'I' m•trl,• ,, c•r,umitn;t rat, t uI}tiny Ih,- all r, :U irr•u •.110 t.raineen at ! lir' ui,'I••t i,nl rl 1111,11 t 1 1irlifill, r;IdII .(.I I r, f h,- a:,1I Ial,i i it I mrI w;nutnt oppor:t III)Ities. 'I'Iai11„e.1 [lit rat 1,,: tI.IIIif-I ru,rtu.utl t( tI,t,nirn.l l,t Ill! ,Il}',ruw"1 l,y Ih1• U•It. [fipartmcr.t: of Lit h.,t'. •l. Till! Coat racLor nhn 11 t :•i,,.c•i I i .II i i I ut.Il i vo wt inn:• t r, rvl:nu,• r•,in.t 1 (•mid•i;•moral orporLuniLy. 1'hr' v✓.tlu,tt.ror. (If t l,c c'nnl r.trlr)I I!; c untili,tw c t•:it 1, t lu c,,• !gwcif I,Il l ht• h,w,*.d 111wu its effort I.a achir,vo niarcinnrtn I iuIIn f I ill 1111 ,wl iunn, TIT,• CI,rat 1,6c for nu,l! 1 docum,•ni I hers,. c,f.f(lI,I It fully, and 11110 l iMPII'm••tIt at f i1(11,II iv,• 'wt tc•n n01•p!t .11 1„0;1. .111 , zt ,•n:;t .. a:: I h,- I'd lowirnl: it. Ells,((• and nutlntaill a wn,kill') ollvir„ta:writ 11 o,: ill haI',6n:,nn rat il,t intirL6t ic,n, and rc-(•tri.un .it 1111 niter., and in al l Iac•! 1 it i, :: .11 wlII'Al t hr cunt I wt,.,r'o 1•1111 1 1 uy,•, n at t- ,uini:lnr•d t o work. 'ihe Contractor, wlu=rt, rr,n:;i1,1:•, will t:;ri,In 1w(, ul ill"r,• W,.111, t„ ,•.t, h iul;nl.IItrti„r) rrc..jI:ct.. •1'h,: C'ontr'.tcLor nh,111 r;p, it ir,tlly (tltli(nI• t11,11 al l 1 ;II•!I;, II, nup,•r t lit„u.h•nt:.. • lid 0)),•r ,,n niI(, n11111.r'virtur, Personnel arc , ,u, of ind earl•. �,ut 111,. r•iurtI Ic'tcit 'I; tJhli I'll I,;11 tr, m.ti lit .1iit nuc:h .t wc,rkfnq environnu•nt, with n},r:c if:ic. at tint i I!; t tic i it!,I it ; „I I,•III,II iIItIIvirl it,II:I woIkiuy al. "tech nit(•!; or iu such Iari lit.inn. b. Edit,A)litill and mai tit;liu a , IIII •rat ii:it r,I till uuriI ,, 'Ind 1,•m.t1f, r,•rruitnunt anur cf.'i, provi(I written licit i f i cat i ull to 91 i tlor il;• 1I;:1 t,'Ili Ii.. I', 111i I rt'.11t turf I„ ( (mlilt;titil',, ioll!; Wit e'II the Cn[It t',tcLoI: or its unioun ha^, ,•m;)I, i-nt nlliurt till ILi,•:, 1.1h)I-, and ntai lit,Iill a I l-cold of: Lho organizations' re:;l',cinsect. c. Maintain a uiirrrutt file of tht, n:um,(i, I&II :lilt•:1 and tt:lophulu: math(:rs of rda(al minority ;cod female off-tile atre(:t, applicant- milli till Ilority ru. Lemalrt ref.crrni front a union, a Ic(,-ruit:nu:rat source or community oryani::aLiun and of what- act,ion w.tn Lnkr•n wit.11 r,-^.;rr•cl. to each Hoch individual . If illicit Individual was sent: Lc, the ult.iun hiring 11,111 lot II,frrral olld was nut Ieferrt•d hark tr•, the Contractor by the union tiv, it Iefoi )od, apt. rmpioyod I,y 1.111• Cnr,r t act(it , thin ,;hall hl• dc,cuuu sled in the Li Iv with the reason Lheref.or, itloncl with whalev(•I addit ion,tl act iuu:; tit, (:unrracL„I m•ty l,,tnr t.,tken. d. Prc,vi..le l mnediatc• wi itte:I riot:i f it nC ion t o t.11r: Di r eCnur •.:hell t it,• union ur uuionn with which tau:, Contractor hail a col.lcct.ive hrsrq,liIlirvl .tclrccvu, rat b.t:I nut. rr:f(•rrrd to t.ht• r:orlt.r..ctur ,t minnr.ity persoil or woman sent: by the Contractor, ur When Lh!• Colitrac:tol hail ot.h,•t inf.ormat inn that till(, union referral process has inspoded the Cc,IILraclur'H vIfurts t:c) meet. i t n Ili lici,tt.iunu. e. Develop on L) lob Lraiit it),I opportuniticn ;ind/rrr ra1.t icip.6te .tn t raining lit for tAw arL,t which expressly include mirtorit.io'; alld woman, inc.1.1 il'i'1 ttlt'.1latlin(.l ptnyl,tr�n .111(1 arinenticer,hip and trainee programs rolevant to tit(-- Cuntlactor'n ,:ml)loynu•lit. n,el•dn, rnpt•c;inl.ly thnru ltrodranu; funded or .approved by the Depaituient. of Labor. The tactor ilholl l,ruvid;! rancid: ot lilw!ie programs to the sources compiled under 711 ,shove. E. Disseminate t11c Contractor 'n I;EO policy by rtovidincj n(:.ticf, of Iho policy Lu unionn and tra.iniug programer nnrl requit!;tAng their co(-,p,-rat ion ill anoint i m_l tit, c:'en;t r'J"tnr ill mcel i nq its EI{q obligrttions; by includ!rnl .it it; ,(ray put i(77 ntnuu.11 Alld cni 11•ct.ivr• tar l.,iui:,d a,lr,:enu.:n 1. ; by puldic•izin3 it in the company newlipapur, annti.tI toport_, ,•ec . ; b. al':c•c_iIic: I::vi(:w of till(- }wlir:y with all management personnel and with All rninc,rity iunl f(:mtle• cmrlUy,:lrn at I, ,6nl )II•:e a yt:,1r; and h}• l.uist.iny the company JIEO policy on bullet in horudt; ar.cr cis 1111,• to ,tit rot} l ,y, , :, .,t each lne•at i0II where conut-ruction work it; rarformc•d. g. Review, at, leant annul]ly, t!u: c•oulp,uty':r El.:f, policy ,utd .tf i ir.n,cl.ivr• .ict. ion ub.l iu,tt irmn tinder these specifications with .11.1 c:mriny( rs havin,l ,u1y rr•:;};unribility 1.,1 htrirn.l, ,in:;iynuutnt , layoff, termination or oLhor employmew: dc.ci:;icnts inc.l;ld.iu,l ur,tcil is rnvtew of lAw!;0 itemu with onl;ilc supervisory personnel nuc•h ao Sup,.trintendentit, GI•n:l AI Fol'mwit, c•tc•. , 1;1:.IUI. to late i11 itiaf.ion of conatruct ion work at any .lob nII.is. A wri tit cu r(rcord shall Ill- ❑lad(• and rilai lit ainc(I idontilyin,.l the t.itae and place of. these mcr:tint's, pvisnw; .iLt,vtAin,I, uul,j,�cC mat.icr disruas,xl, and dirlponitAoll of the subject- matter.. h. Disseminate the Contract-01 '::; Ei:U IWO icy extr,r11a1 ly by includini it in ,illy advet'Lininq in t-ho news media, specili.cally iticludiny utinority and ftanaI” newt, media, :611,1 r,ovidinq wl iLten [lot iI.i call!cn to and discuss.incl tit(-, Cow:r act,ort:; El:u rot icy wIt.11 ol.her Contract'.rn'n ,u:d L;ul',contra(anr:l +:iLh whore l:ho Cont tactor deter; rr it nticipatt:ri (k)itic Inc:;i tit,nn. i . Direct- its t:(�cIItit-men t ef Lt)tt.n, bolIt olai ,Ind wrtlteIt, r I lit ir,orlty, female and ,-oimnuniLy organizationci, to 'ic:honl:; ich minrn.it; and 1c•nctl(• ;;ru !,tutc; alit Lu mi:lor ity .11)(1 tent,,l(: recruit-ntnnt and training crc}nnizattunn sr:rviny tilt,( Cont.l,tc-ton 'n rocrililmrnt ,,rt•a and emp l.,;;uunt. needn. iIA lat.i r than one: molitll prior t'o th,: date• lur t-.l;r• a :cept.,tn:u uI: applic: Itio1w lot arprc•nCier•:;lli}, (.)I. othltr training by an,: rccruitml:rat uourr:,e, tit( Crvi; I,r Ce r all tl l tic:n l writ t rn uriLiti v:l.ion I.0 oIq,iIliz,ttioI1!; such as Lhe ahove, cl,:n, r ihiliq tit,- c:i,,•nirni:;, cr, nnitly ploc,.•dur,:!;, uei tl•t,tr, tc, hr• unrd in I.Yte selection proce!ls, j. iineuurayct },renetlt. minue'iLy .Intl Len;„lt: uny.,.lcryecu 1:,.: r,rcr ,lit. .,!hut mitv,rit.'i rer:sou;l ancJ women and, where reaftonah)(,,. provide after rc-hool, t;uminr,r and vacaticnl omployntr•nl. to mitto)-.it:y and fnntale youth both uu Lho sits- and in nth,tt of ,an of ;t caul (sett r':I wr,t}, fr�li•v. k. Validate all t"Mu 1 ;Ind .rt.h(•t ,;(•I •raion rtequiItnni:ul.a wl,t•Ii. ch,•II• I:t au ohlicj'il Ions IO du nu under: •11 CF I (,(I I . Conduct It least. annts.II I„ on i11v,•nl ii y ttwj 4!v II it,II 11,11 ,ii Ic••6 it 1 al I iriool It y ,till Ioit),tII personnel for 1)r ow"tin fl,II oppor't till iti,!;t duel uurou,,lq,' Ch, u: #:Ilil-lu}'c•,•t; Ic, :11•,•1: ur I,I.' III, r.u(• fur, thruu(ill apprcl.,rial.c: tIoiIIi it,.l, otr:. , nu:'•h opp(it I.till iI ion. ill. 1:n:iurc tl;at. ;tr•rlioriLy Ill it-( I ,l c 1,,:;:Ii f least Inu:;, ,.. IL ,,•I:,i ll,nu•nt and ,,-th,•I r rnc.uuu•! pracl i(_nn, du u•,t. have a (line t ic;in.6toty ,:(.(.t I,-,, iul.,l.l, nu u; i.n ,u ( ,I I i., In,nu,, 1 ,,u,l r:111plo;Imt III: C5X59100 u08,20-cf f'I I I:IzAI AN1.JI S`I•ATF, RO 12112103 i l" )1IIRFN/11"N'IS 13ASIN 3 SANITARY SIAVFR SYti•I•IA1 R1,11n1311.1'TA TiON C'I'TY 0 •11?11I1?1 SON, MISS01 SRI ro.lated activitler: to +•nnnre that 11w Fl-:O p.,l i, y and th c' lilt tar '.or'., uhl l't•+t ion;; unr!r•r 1 h(•r,e specifical ionn alo being c••,rl ied u•1t . n. i:nsur" that all Iar•ilit ie:; •111.1 I ,nnl ,lny act_:vit 1r"; .111' n,m ftrrlatr:ll except t)c,lt ;,ul,ntatc• or single-twer; t.oi lo! :Intl ne•ccrsf+ary r l:.ur{inrl f.t i 1 i 1 ie , nhal 1 'ho pto•nd,v1 to wwIllt: pl i vary het wi-oft the aexea. o. Docil III"gIt. anct maintain a If.c-,ur) f al] n i tr flat iunu c,f of }1'1!1 for suhrr,lit.I wt;• 1IOIII minority and female crnlntl:nc:eir,n coIII r,I olI; aunt nnf pli,!Is includin'l c-irculat i ,n of nulicitatir•nn to 1011ority it11d feuctle cont,r act ul ansr•cI It,inn:; 'Ind of 1wi hll;sinc:;;1 ,1m;n i,tt ionn. P. Conduct it I'e•:1ow, at 111;1111 antin'tI " , ( i. ,111 nillwi-villa) n:lhol,onc•c: to and peiforulance under. t-he Con tractor'u E'NO 1:101 it:ion an,I nl I Irnl•11 iv,• act inn oil iq'iI )•)1111. B. Contract:rrrtt are enrrnit,ir{q,I to pal!:icipate in voluut,11", r1;;a()r:i,11 inn:; which asf:i:;t. in fulfilling one or mole of their alf.itmativr• ,I:tion oh11,1.11-ioau; (713 t III 0WIh p) . •Cllr• uflolts of a c.e.mLIlctor annOriatLort, j0ilit contractor nu inn, nrltrn< t.i11 -cnuunnntty, ur or.hr r :;i.milar clr<.ul, rrf dhirh the contractor ill a masher .11111 pa1 t inI1,,lnl., nt,Iy be a:in,•1 Led att lul l i 11 ir.C1 any one or ttture ol: iln obI igat i.01In under •Ja t 111 rnulh I' .,I t how .';1,1•rf f ir,it ionn pl o•:idod f,hat- t he conf rautor ,ICI,i.vely partici.pater. in t-lv: Ito•,tp, m,1k,•n I•vt•ty 1,11r,1,t to :limos• Ihat Ih,1 grout, has a por;itive iutpact ou the employment of minoritic•:1 and w,nm•n in 1.11x• irn!n';tI,,, c•nnult•:; that thr• c•unc't1:te h,:nc'fita uf lilt• program are ref:lccl:(id in the Coll ILaCLUr''f; r,,:n,:,rity ,Iit,I f,•n1,11e• work},u,:I• part iripat.ion, nuked it ,1oc:x1 filit:11 effort to meat its iIldivido-tI <lr,al11 and t I met,,III I(!:t, 11)11 c•an pt,_•vide access to d1).:uu;•::ntatioil which demonstrates the effectiveness of actiorts r,1D,, n nn hehaIf at. the Cnnt.r.tt:t.or:. The obligation t0 comply, however, it) the Cont ractrrr'It and f•tilulc of such ;1 r_ltollp IC fulfill an nhliq'iti,orl shall not be a defense for the Contrac•tuc 'n uone;orlgtli "Wr:. 9. A single cjoal f.ur ulil;orrl-ien .11111 a sopalat,l nirn-ilr Anal for wu;nen have bereu estalAi.nhed. The Contractor, however, it, rec{[.lire, 1 to provid'! f!gilal r•ml,loyment, opportunity and to take affirmative action for all, Ininnrity gruupft, hot-11 male and fenl•rle, and all. womon, both rti.rnt'ity and non•mi.nor-ity. Conaequently, the Contractor may he in Viol at.ir.rlt (it tIII! lixee-ul:ive:! Oldc•r if it particular group in employee[ in it subnt.antiall.y dispal,ttr,• nl.uurcr (}ru ex"Imple, evoll Ihc,u,_lh t.he. Contrar•tar has achieved il13 gooln for wQmc•11 gert(--ral.ly, the CunCractur m,ry hr: in violation of tAw Executive Order if a specific minority ,romp of wamr:n in lfnder.uti I i::vd) . 10. The Contractor shall not lint• the goa.l.; and Lifitetahlen r1r itftiImntive itCtioil ,I tartdardn to diacriminate against any pernoll because of race, rolol , rel igion, :;ox, or national origin. 11. 'file Contractor shall not. entor .int.o any ;;0hc01It-ract with any ix,rrton or firm rlc:bar::eel from Cove rnment contracts pursuant t o Exec:ut Lve Order 11 241,. 12. The Contractor: shall cal:ry cut: auc:h nanrt inn:; and I;enaIt-ien for violation of t.heae specifications and of the Equal Opportunity Clau:;e, inc:luding f.tuspenn ion, teImination and cancellation of r_•xisLing aubcOnCracLn all may bra irnpored or ur.dered pursurult. to Executive Order 1124G, as amended, and its implementi.liq regulations, by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out: nuch llanct.ionn and penalties shall he in violation of these specifications and Executive Order 11246, ,:1,n iunended• 13. The Contractor., in fulfilling it:: ol.,l.igatiollr; unde:l- these npeci+ficat:ions, 1111•:111 implement spocific affirmative action rtep!;, at leant an extensive its [hone ntandards prt_acrihed in nar:agraph 7 of these specifications, no an to achieve ❑•.aximum iefaullc, from it.s efforts to ennure equal employment opportunity. If the Contractor fail:; to comply with the requirementn of the Executive Order, the implementing regulationn, or the.ne specifirat.i.onn, t:he f)it.r,ctor nilall praceed in ilc:ordclnce with 41 CFR 60-4*8. LS . 'Che Cont:I'cr4tOr lilldll denignat:e .� re':;l,on:,.ihle off icial to monitor; all emha}'meat. related activity to ennure that the company EEO policy ill being carried nut , to submit reports relating to the provisions hereof an may be requit-ecl lay tha Goverunteut and to keep records, Records shall at least include for each employee the name, addre:aa, te•-lr:phone numbers, construction trade, union affiliation if any, employee identif: cation number when afis.igne(l, social security number:, race, Lax, atat-un (e.g. , mechanic, appr:ellt-ice t.rainert, helper, or laborer) , datea of changes in status, hours worked per week in the indicat:(:d trade, rate of pay, and locatinns at whic)t the work wan performed. Records 1311.111 he-. maintained in an canil.y understandable: and rc:t.riovah.le form; however, to the degree that existing records natiafy thin requirement, contracLors shall not be required to maintain separate records. 15. Nothing herein provided shall he conr;trued .111 it limit ittion anon the• application of othLr laws Which entabli13h different standards of: compliance or up,11 the a1-tplicat.ion of requirement::; for the hiring of local or ollaer area ul:nider.t-s (e.g. , ihc,,sc under t:he Public Works Employment Act of 1977 and the Community Devc•.lol:nnent block Gnat llrn(lram) . (b) They notir:e net. forth in 41 CPR 60-4.2 rued Hit! nlwcifirntic;lrl net: forth in 41 CFR 60-4.3 replace tho tied Form for Federrll Nqu:tl 13nfployment 0>pol;tunit7 flit] Condit ionn for Federal and Federally Asuir,ted ConstrUCtir,ll plrbli.shed al 41 FR 3 •182 and rommur;ly known all the Mad(11 Federal EEO Bid Conditions, and fit(! New Form shall not ho uned after the regulations in 41 CFR Part. 60-4 become eEFec':tive. [43 E'i? •19254, Oct. 20, 1978; 4; Fp. 51101 , Nov. ',I, Iit'iri, a ,;nu:n,tofI ,tt •15 FR. 65,978, Oct . 3, I,)it(i) C5X59100 00820-7 1'1"I)I IZAI. ANI) STATE RO -- 12/12/03 Rl"QUIREMENI'S 13ASIN 3 SANI'T'ARY SF.WFA RI IIABII.I I ATION C'I"I'1' OI' ,II?I'I'l;lttiON, MISSN JR1 U. S. I:NVIROMMI:N'1'AL PROTI'CTION AGENCY \VA"1'I.-R (,)(JAI,ITY OII"IC'I; k it 4:it it it*4::i::it:it-}'je:l::t:it+.:l::t: ' ("FA 'IFICA'I'ION FAC'1LITIl ti r (Applicable to fcder,llly assisfrd construction contracts and related suhcu►ltracls e:;cccdulf,.`;;IO,U(1J that are not exempt front the Opl:orlunity ClausC). The federally assisted Construction contractor certifies that it does not maintain or provide Im its employees any segregated facilities to perform their services at mly location, under its control. The contractor certifies further that it will not maintain or provide for its employee~ any segregated facilities at any of its establishments, and that it will not permit its crtiployces to perform their services at any location under its control where segregated Iilcthtles al'C Iiltnlltained. The federally assisted Construction contractor agrees that a breach of this certification is a violation of the 1?dual Opportunity clause in this contract. As used ill this certification, the term"segrepled facilities"means any waiting rooms,work areas,rest rooms and wash rooms, restaurants and other eating areas,time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or ultcrtaillillent areas, transportation, and housillg facilities provided For the employees that arc segregated by explicit directive or arc in fact segregated cell the basis oft-ace,creed,color,or national origin, because of habit, local custolti, or othcrwlse. The iedcraliy assisted construction contractor agrees that(except where it has obtained icicntical certi ficallons From proposed subcontractors fir-specific time periods)it will obtain identical Cerlifrcatons from proposcd subcontractors prior to the award of'subcontracts exceeding$10,000 that are not exempt from the provisions of the l:yuld Opportunity clause, and that it will retain such certifications ill Its files. (signature) _ _-- -- (Date) (Name and Title of Sih,ncr) NOTF': The penalty for making false statements in offers is prescribed in 1 S O.S.C. 1001. C5X.59100 00820-8 f 'DI RA1_ ANI1.) STATE RO - 12/12/03 RFQUIRI:MI N'T'S N-1 Missouri Division of Labor Standards ' WAGE AND HOUR SECTIOf i � O�r s • • �, T 4(/ �w CC7�y` ''�'.,L ,may, 1'L'► BOB HOLDEN, Clovernor Annual Wage Order No. 10 Section 026 COLE COUNTY In accordance with Section 290.252 RSMo 2000, within thirty (30) days after a cc[-tlficd copy of this Annual Wage Order has been filed with the Secretary of State as indicated below, any person who may be affected by this Annual Wage Order may object by filing an objection in triplicate:with the Labor and Industrial Relations Commission, P.O. Box 599, Jefferson City, MO 65102-0599. Such objections must set forth in writing the specific grounds of objection. Each objection shad certify that a copy has been furnished to the Division of Labor Standards, P.O. Box 449, Jefferson City, MO 65102-0449 pursuar►t to 6 CSR 20-5.010(1). A certific(l copy of the Annual'Wage Order has been filed with the, Secretary of State of Missouri. Colleen A. baker, Director Division of lwibor Standards Filed With Secretary of State„ � � zoos Last Date Objections May Be Filed: APR Prepared by Missouri Department of Labor and Industrial Relations Building Constiuction Notos foi M:I"I A(:1 MI-N I IM;I !ectioll W6 COLE County _-. ._.. -,-,r flee :__ - v I G OCCUPATIONAL TITLE Dato of I-lotilly Tina! I 1()Ii(;;Iy Tot,,11 Irim.jo Benotits Increase pate"i schodtllo Schedule Asbestos Worker 10103 1,21 93 5 60 $11.27 _.__.._--_.-...._.._.__...__.__.__.._- Boilermaker 9/03 $27,40 57 .1 $111.29 Brick Ii ers-S tone_M_a $23.65 )9 7 $7,3.1j ............ Carpqnte.r 3/03 $19.03 GO 15* $7.86 Cement Mason $18.26 Electrician Inside Wireiriat $23.73 i8 7 $9.06 f 13%) COMMUnication Technician USE I-_.LEGT'RIGIAt\I WIRFMAN)__RATF ----------- Elevator ConstrUctor (3 54 $10.48)1 Operating Engin.cor ........... Group I ------ 5/03 $,12.132 8G) 66 $13.03 Group 11 5/03 $22.62 BG 66 13 03 ........... Group Ill $21.31 86 GG $13.03 Group 111-A 5/03 $22.62 86 66 $13.03 Group IV 5/03 $23.32 8_6 66 $13.03 Group V 5/03 $24.62 8G 6G $1103 'E Fitter 7/03 1) $29,75 91 69 $12.33 Glazier $'12.50 FED $2.34 Laborer(Building): General $15.87 110 7 $7.33 First Semi-Skilled $17.47 '110 $7.33 Second Semi-Skilled $1 F, 8_1 OF _- -% ^-_- $7-33` Lather USE CARPENTER RATE Linoleum jLa Lpr&Cutter USE CARPENTER RATE Marble Mason $23.65 59 7 $7.35 .......... Millwright 3/03 $20.03 60 111; $7.86 Iron Worker 8/03 $21.87 11 5 $1 Painter $5.33 Plasterer $17.32 94 5 $8.15 Plumber 7103 b $29.76 91 69 $17_.33 Driver 3/03 $20.03 60 15 $7.86 Roofer 10/03 $23.70 12 4 $7.76 Sheet Metal WoTke-F-_ 7/0,3-- $23.03 40 23 $8.65 Sprinkler Fitter FFff--. $2.27 Terrazzo Worker $27.50 Y 116 5 $2.95 Tile Setter $23.65 59 .7 $7.35 Truck Driver-Teamster Group 1 3/03 $19,30 101 5 $5.25 Group 11 3/03 $20.00 1671-- $5.25 Group Ill 3T0_-1 $5.25 Group IV 3/03 $,10.00 1_0. 1 5 $5.25 Traffic Control Service Driver Weld cirs-AcetZ!�n _& Electric Fringe Benefit Percentage is of the Basic Hourly Rata Attention Workers: If you are not briny paid tho applopriale wage rilto and fringo, befief&; contact the Division of Labor Standards at (573) 751-3403. "Annual Incromental Increase 'SEE F001 NOTE PAGF.'. 10/03 81111dIng Construction Rates for Rill'I.A(;[;Mf.'NI IIAGI: Soctioll 026 COLE County Footnotor, OCCUPATIONAL TITLE Date of Homly l'iltio I loliday Total Fringe tionefits Incrimse Rnlu-!; Schodulo Schedule --------...... .... ......... Woldors rocnivo rate prosciihod for MO OCCAJ11,00M)l 11110 IM-iforming opuralion lo which vidding is iticidwital, Use Building Construction Rates on BufldinU(s)and All Immudmio Mlad.monts.Usu Hnavy Construction rateg for roinr.lndor of project. For lho occurmli,aini liflon not lcilod in I loavy Construchon Sheul%,use Rates shown on Building Construction Rato Sheol. a-Vacation: Ernploynos over 5 yoarr,•81,1.; li-toployeor,under 5 years•Vlu b• All work over$3.5 Million Total Mocharucal Contract•$29.75,Fringos-$12.33 All work under$3.5 Million"total mochamical Contract-$28,4 1,Frin(im,- 10.58 W,nual Inmimmilal Incioiom ANNUAL WAGE ORDER NO. 10 7103 ('O1,1; C'UUN'I'1' O1'F;I2'I 11111; S('l1h,14111,1? III!II,UIN(; CON!i'fMIC TION Ilh:l'1.�1<'1%i111;N'I' PA(!F'. F EID: Mininninl requirement per Fair labor Slondard'i Act means time and one-hall•( 1 ',:-) slmll he paid hir all work Ill excess of,forty(40) hours per work week. NO. 9: Means the regular workday sla:lfill" IimC ol•8:00 a.m. (and res IIIIII;ill IMin)) unne of•1:30 11.m.) may he nuwed forward to 6:00 a.m. or delayed one hour to 9:00 a.m. All work performed in excess ot'lh4 regular work (lily and on Saturday shall be compensated a( one and one-hall'(I'X;)times the regular pay. In the event time is lost during the work week due to weather conditions.(lie Filiployer may sc)tedule work on fire lifl1mving Samiday at straight time. All work accomplished on Sunday and holidays shall he cuncpertsaled for at double life regular rate of wages. 'I he work week shall be Monday through Friday,except fur nnidv.•cek holidays. NO. 11: Means eight(8)hours shall constitute a clay's work, with the startingg, fine: to he established between 7:00 a,111. and 8:00 a.m. from Monday to Friday. Time and one-11,111• (I'/') shall he paid far first two (2) hums o1"ovcrtintc Monday through Friday and the first eight (X) hums on Saturday. 1\11 other oyerlifne hours Mondav through Saturday shall be paid at double (2) tine rate. Double (2) time shall he paid fur all tittle on Sunday and recognized holidays or the clays observed in lieu of(hew holidays. NO, 12: Mons the work week shall commence on Monday at 12:01 ,1,111. and shall continue through the following Friday, inclusive of each week. All work performed by employees anywhere in excess of florty (40) hours in one (1) work week, shall be paid din• at the rate of one and one-half,(I;;) tines the regular hourly wage scald. All work f� pertimned within the regular working hours which shall consist of a tell (10) hour work day except in emergency situations. Overtime work and Saturday work shall be paid at one and nnc-half(I!!) times the regular hourly rate. Work on recognized holidays and Sundays shall he paid at two(2)(times the reg-ula•hourly rote. NO. 18: Means the regular work day shall he eight (8) hours. Working hours are from six (6) hours before Noon (12:00) to six (6) hours tiler Noon (12:00). The regular work week shall he forty(40) hours, beginning between 6:00 a.m.and 12:00 Noon on Monday and ending between 1:00 p.nr. and 6:O0 p.m. on Friday. Saturday will he paid at lime 'Intl one-half(I'h). Sunday tui(I Ilulidays shall he paid at double ("?) time. Saturday can he a make-up day if the weather has forced a day oft, but only in the week of the day being lost. Any tittle befirre six (6) hours before Noon or six(6)hours alter Noun will be paid at time and one-half(I';,). NO.26: Means that the regular working day shall consist or eight (h) hors worked between 6:00 a.m.,and 5:00 p.m., five (5) clays per week, Monday to Friday, inclusive. I lours of work :U each jobsi(e shall be those established by the general contractor and worked by the majority of trades. (the above working, hours may be changed by mutual Agreement). Work performed on Construction Work on Saturdays, Sundays and before and aRer (le regular working day on Monday to Friday, inclusive, shall be classified as overtime, and paid till-at double (2) the rate o('single time. The employer may establish hours worked on a jobsite for a four (4) tell (11)) hour day work week at straight time pay for construction work; line regular working clay shall consist cif ten (10) hours worked consecutively, between 6:00 a.m. and 6:00 p.m., four(4)clays per week, Monday to'Thursday, inclusive. Any work performed on Friday, Saturday, Sunday and holidays, and before and after the regular working clay on Monday to Thursday where it four (4) len (Ill) hour day workweek has been established, will lac (raid at (wo times (2) the single time rate of pay. The rate of•pay fur all work perlin•med on holidays shall be at two times (2) the single time rate of pay. ANNUAL WAGE, (1121)ER N(1. 10 A W IU a26(il'Srip.duw 11111;c 1 of 5 Pages COI.h;COUNTY OVER I.11IE ScIIEW;LE,- ItI IILDIIN : CONSTRUCTION RF,111LAC FINI FINT PAGE, NO. 28: Means eight (8► hours between 7:00 a.m. and 30 p.m., with at feast a (hilly (30) minute period to be taken For lunch, shall constitute a clay's work live (5)clays a week, Monday through Friday inclusive,shall constitte a work week. The Employer has the option for a\workday/\workweek of lour('i)let (10)hour clays(4-10's) provided: -The project must he fora minrolutn of,four(4)consecutive days. -Starting time may hr\viti►in one(I)hour either side of 8:00 a.m. -Work week must begin on either a Monday or'Tuesday: I f a holiday falls within that week it shall he a consecutive \work day. (Allermte: ifa holiday 11111"ire the middle ofa week, ihcn tile repulareight(8)hour schedule nary be iniplenuvted). -Any time worked in excess of any tell(10)hour work clay(in a'i-10 hour work week)shall he at the appropriate overtime rate. All work outside of fhe regular workirng hours as provided.Monday through Saturday,shall he paid at one S:one-half, (I i)times the employee's regular rate ofpay. All "work performed li-oni 12:00 a.m. Sunday through 8:00 a Ili. Monday and recognized holidays shall be paid at double(2)the straight time hourly rate of pay. Should employees\work in excess of twelve(12)consecutive hours they shall he paid double time(2X) for all time alicr twelve(12)hours. Shift week performed between file hours of 4:30 p.m. and 12:31) a.m.(second shift)shall receive eight(8)hours pay at (lie regular hourly rule of pup plus ten(10%4)percent for seven and one-halt (7'/:) hours work. Shift work performed between the hours of 12:31)ami.and 8:110 a.m. (third shift)shall receive eight(8) hours pay at (he regular hourly rule of pay plus liflvca(15'%0 pef-cent for seven(7)hours work. A lunch period of thirty(30) minutes Shull be allowed on each shift, All ovet•lime work required after the completion of a regular shift shall be paid at one and one-hall'(!'/:)times till'shift houdy rate. Noi.33: Means the slandard work clay shall he eight(8)consecutive hours of work between the hours ol'6:00 a.m. and 6:00 p.m., excluding the lunch period,m shall conform to thL: practice on the job site. Four(4)clays at ten(10)hours a day may be worked at straight time. Monday through I;riday and need not be consecutive. All overtime, except firr Sundays and holidays shall be at the rate of time and one-half'(P,!). Overtime worked on Sundays and holidays shall be at double(2)time. NO.40: Means the regular working week shall consist of five(5)consecutive(8)hour clays' labor on till:job beginning With Monday and ending with Friday of each week. Four(4) 10-hour days may constitute the regular work(week, The regular working clay shall consist of eight(8)hours labor on the job beginning as early as 7:00 a.m. and ending as late as 5:30 p.m, All full or part time labor pertin nec.l 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(S)hours hill not more than twelve(12)hours during the regular working week shall be paid for at little and one-hall(i'1z)the;regular hourly rate. All hours worked on Sundays and holidays and ail bows worked in excess of twelve(12)hours during the regular working day shall be paid at two(2) times the regular hourly rate. In the event of*rain,snow,cold or excessively windy weather on a regular working clay, Saturday nnay be designated as a"make-up"clay. Saturday may also be designated as a"make-up"day, fix an employee who has missed a clay of work for personal or other reasons. fay for"make-up" Clays shall be at regular rats s. NO.15: Met uis(hc regular work day shall he cif;hl(8) hours C. cc, ":00 a..... and 4:30 p.m. The tits(two(2)hours of work performed in excess of the eight (S) hour work clay, Monday through Friday, and the first tern (10) hours of' work of] Saturday, shall be paid at one & one-half•(P"') tunes the straight little rate. All weak performed on Sunday, observed holidays and in excess of tell (10) hours a clay, Momhly Ihiough Satuidday, shall be paid at double (2) the straight tinie rate. NO. 57: Means eight (8)hours per day shall constitute a clay's work and lorty (40) hours per week, Monday through Friday, shall constitute it week's work. The regular stalling lime shall be 8:00 a.111, The above may be changed by nnutual consent of authorized personnel. When circumstances warrant, the Employer may change the regular workweek to four (4) (co-hour clays at the regular tittle rate of pay. 11 beitt)r ttndersiood thal all other perlinent information nntst he adjusted accordinf.'.dw. All time worked before and tiller the cstarhlishad workday ofeight(8) hours, Monday through Friday, all time worked on Samday, shall be paid at the rate of lime and one-half(I '/,) except in cases where work is part ol'an employee's regular Friday shalt. ,\II tittle worked on Sunday and recognized holi(hys shall be pard at the doulile(2) tittle r.ttc of ilm. ANNUAL WAGE ORDER NO. 10 /1\\'IQ O'_�i(r('tilip.dow• 1'dr!l•2 ill'S 1';�Itrti 6'O1,1, t'OIliti"t'1't)1'F;It'll�lh: ti('tlh;l)Itl.l; It l!It,l)IN0 CONS 1141ICTION N(>. 59: Means thni except as herein provided. vi)tht (y) hours ,a da.\. shall conswute a standard work day, and lim). (40) hours per wet:k shall eomtituic a week'~ work. ',II this worked outside of*the standard ei)tltt (8) hour work day and on Saturday shall be Classified as owctttlltc and paid the rate ol"tinre and urn:-hall•(I!,I). All tinie turn ked on Sunday and holidays shall he classified as mertnnc and pr;ill at the rate of double (2) (title. I he Fmtployer has the option of working colter live (5) eight hour Clays or flour (4) tell hour rites to constitute a normal litrty (40) hour work week, When the lour (4) ten-hour work weed( I!, in 1.11M, Iltc standard work ,lay shall be consecutive ten (10) hour periods between the hunts l."1' 0:30 a.m. and 0:30 imil. Forty (10) hoots per v.cck shall constimic a weeks work, Monday through 'I'hutsday, inclusive In the event the joh is down for any reason beyond the Finpluyer's control, then Friday anti/or Saturday tttay, at tits option of'tile Fnytloyer, he worked as a make-up day; straight time not to cxcecd ten (10) hours or dirty(40) hours per week. \','hen the five day(ti) hour work week i:; in sheet, linty(40) hours per week shall constitute a week's work. Monday lhroupJt Friday, ntciustwc. In the event Ill; joh is down 1,01-ally reason beyond the Iaotplovet's coll0ol.thct Sattnday noay, at the option ol'the I'rotployer,bC worked as a ouake-up day; straight time not to exceed eight (h) hours or forty (40) hours per week. The rcg;dar stalling tints land resulting quitting time) may be ((Coved to 6:00,rut,or delayed to 9:00 a.m. Make-up clays ;,hall not he utilized for clays lost(tile to holidays. N(1. fill: Means the I''naployer shall have the option of workan)t, line 5-110111 days or four 10••hour days Munda�through Friday. Wait I?ntployer elects to wort: live 5-hour days during any t,vork week. hours worked more than eight (5) per day or litrty (411)) pct- week shall he paid at tittle and one-half(1'1) (lie hourly wage rate pluS fringe benefltS Monday through Friday. SATURDAY i`1AKE-1.1I' DAY: Kan I:nopluver is prevctted front working litrty (40)hours, Monday through Friday, or any part thereof,by reason of inclement .weather(rain or ntud), Saturday or any part thereofmay be worked as a stake-up day at the straight time rate. It is agreed by the parties that the nuke-up day is not to be used to make tip time lost (file to recognized holidays. If art Employer(Meets to work liter 10-hour days, between the hours of 6:10 a.m. and 6:30 I nt. in any week, work perl6rnted more than ten (10) hours per day or litrty (40) hoes per week shall be paid at little and one half (I 1h) the hourly wage rate plus fringe benefits Monday through Friday. I1' an Employer is working I0-hour days and loses a day title to inclement weather, the Employer may work ten (10)hours on Friday at stmi)ht time, Friday must be scheduled for no nuae than tell (10) hours at the straight time rate,but all hours worked over the litrty (40) hours Monday through Friday will tic paid at tune and ore-half(1 '/:) the hourly wage rate pills fringe benefits, All Millwright work perfbrnred in excess ill' (he regular work day and on Saturday shall be compensated fill. at time and one-hail, (I!/i) the rcgadar Millwright hourly wage rate plus fringe benefits. The regular work day starting of 5:00 a.nt. (and resulting quitting time of -1:30 p.no.)may he moved forward l0 6:00 a.m.or delayed one(I)(tour to 9:00 a.m. All work accomplished on Sundays and recognized holidays, or days observed as recognized holidays, shall be compensated (iN at double (2) the regular hourly rate (it'wages pins hinge benefits. NOTE: All overtime is computed on the hourly wage rate plus an amount equal to the hinge benefits. NO. 86: Means the regular work week shall consist of five (5) days, N onday through Friday, beginning at 8:00 a.m. and ending at 41:30 p.m. The regular work day beginning time may he dvanccd one or two hours or delayed by one hour. All overtime work performed on \Monday through Saturday shall h: paid at time and uric-hall'(1'/2) ol'the hourly rate plus an anuutnl equal to one-half, (!42) of' the hourly 'Total Indicat d Fringe Benefits. All work pertitnned on Sundays and recognized holidays shall lie paid at double (2) the hourly ate plus an amount equal to the hourly Total Indicated Fringe Benefits. NO. Ol: Means eight (5) hours shall conStihue a day's work commencing at 5:00 a.m. and coding at 4:30 p.m., allowing one-hail'(1/2) hour for lunch. "he option exists for the Fntployer Ile use a flexible starting time between the hours of 6:00 a.m. mid 9:00 a.m. The regular ',work week shall consist of litrty (40) hours of' live (5) work days, Monday through Friday. 'I he work week ntay con mm of four (4) Icn (10) hour(tays Front ;vlonday through 'I-h(trs(1,y, with Friday as a make-up dray. If the make-up day is a holi(lay, the employee shall he paid at the double (2) time rate. The employees shall he paid time and on-half(I ':,) fill work imfirrntc l befiu-c the regular starting time or ;after tine regular quitting time or over eight (8)hours per work day (unless working a 10-hour work day,then time and one-half (1 '/.a is paid (irr work performed over ten (10) hours a (al') nr over 1'0115'(110) hours pct work (week. \\'ark performed on Saturdays,Sundays and recognized hoh(hys shall he p:ud at the double(2)tints rate,tfpat, ANNUAL \\'.\GE OItltl•:tt NO. 10 A\y10 026(t•r Stilt rluc I'tp,c t ill 1 ('OLF, COUNTY OVERTIME. tiCIII'.I►(fLE BUILDING CONSTRUCTION REPLACEMENT PAGE No. 94: Means eight (h)hours shall consliune a dovs work hchveen the hours of 8:00 a,m, and 5:00Imm I he iegula workday startinl ttmc ol'8:00 a.m. (mud resuhing ytr10irt), lieu of 4:30 p.nt.) stay he moved t1invard to 0:00 a.m. or delayed one (1) Flour to 0:00 a.m. All work Iicrforinccl nt vxcess of the regular work day and on Saturday shall be cantpensated at one and one hall'(I;:) Lrntcs the regular pay. fn the event time is lost (lurinl; the ;work tvcck due to weather conditions, the Employer may schedule work oil the followings Saturday al straight lime. All work accont)tlished on Sun(iay and holidays shall he compensated at double the regul;u r.gtc of wales. NO. 101: Means that except as provided below,eight(8)hours a day shall constittte a standard work day,and filly(40) hours per week shall constitute a wrek's work, which shall begin on ,Monday and end on Friday. All time worked outside of the standard Lvork day and on Saturday shall he classified as overtime and Maid the rate of time and one-half(I"'A (except as herein provided). All time worked on Sunday and recollniied holidays shall he classified as overtime and Maid at the rate ofdouble(2)time. Tile reguhn smitinit tinge(and tcsultinls(Iuittinl,tirlre)may be moved forward two(2)hour,; to(i;00 a.m.or the starting time(and resulting(luitting tiulc)stay be delayed olle(1) hour to 9:00 a.nt. The I'.ntplover has the option ofworking either five(5)eight-hour days or liurr(4)ten-hour days to constitute a normal fitrty I-10)hour work week. When a liter(4) len-hour day work week is in effect, the standard work day shall be consecutive tell (10) hour periods between the hours of(;:30 a.nt. allot 0:30 p.m. Forty(40)hours per wcck shall constitute a week's work Monday through Thursday, inclusive. In the cvelll the job is clown fill- any reason beyond the Enytloyer's control, then Friday an(Vor Saturday may, at the option of the I?nrploycr, be worked as a make-up (I:gy; sbaighl time not to exceed tell (10) hours per(hty or fitrty (410) hours per week. Starting time will be (Icsignated by the employer, When the five (5) day eight(8) hour work week is in Mica fitrty(40)hours per week shall constitute a week's work, Monday through Friday, inclusive. In the event Ille,joh is down for any reason bevon(I the Fruployer's control,then Saturday may,at the option of' the Employer,he worked as a make-up clay; straight time not to exceed eight (8) hours per clay or fitrty (40) hours per week. Make-up clays shall not be utilized lily days lost due to holidays. NO, 110: Means eight(8)hours between the hours of 8:00 a.m.and 4:30 p.nt, shall constitute a work clay. The starting time may be advanced one (1) or two (2) hours. kntployees shall have a lunch period of thirty (30) minutes. The Gntployer may provide a lunch period of one(1) hour, and in that event, the workday shall commence at 8:00 a.m. and end at 5:00 p.m. The workweek shall conuncnce at 8:00 a.nt. oa Monday and shall end at 4:30 p.m. or) Friday(or 5:00 p.nt. on Friday if'the Employer grants a lunch period of one (I) hour), or as adjusted by starting time change as stated above. All work performed before 8:00 a.m. and after 4:30 p.m. (or 5:00 p.m. where one(I) hour lunch is granted lbr lunch) or as adjusted by starting time change as stated above or on Saturday, except as herein provided, shall be compensated at one and one-half (11/2) times the regular hourly rate of' pay for the work performed. All work performed on Sunday and on recognized holidays shall be compensated at double(2)the regular hourly rate ol'pay for the work performed. If an Employer is prevented from working forty(40) hours, Monday through Friday,or any part thereof by reason of inelement weather(rain and mud), Saturday or ally part thereol'may be worked as a make-up clay at the straight time rate. The Employer shall have the option of working live eight (8) hour days or Four ten (10) hour days Monday through Friday. if an Employer elects to work live (5)eight(8)hour days during any work week,hours worked more than eight(8)per clay or forty(40) hours per week s):atl be paid at tints and one-half(1'/2)the hourly rate Monday through Friday. [fail Employer elects to work finer(4)ten(10)hour days in any week, work perforated more than ten(10)hours per clay or fitrty(40)hours per week shall be paid at time and one-half(I'h)the hourly rate 1\1011day through Friday. It'an I'mployer is working ten(10)hour days and loses a clay clue to inclement weather,they aray work ten (10) hours Friday at straight time. Friday must be scheduled for at (cast eight (8) hours and no more than tell (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 i2)overtime rate. AzNNtIAI. WAGE ORDER No. 111 A\V I(r 026 U'I'S1ipAm, Pa ji:4 al-5 Pages ('OLf;C'OlIN'I 1 (1� Lit!1i111. SC 1111.1)1 I 1,1.— BUILDING CONSTRUCTION Iti;l'I,A(.EN1EN'1' 1'r1G F. NO, 116: Means the standard work day slmll consist of'eight (8) hoots of*work between the hour; of,4:00 a.m, and 4:30 p.m. The slandard woil, week shall consist of five standard work days commencing on Monday and Ending on Friday inclusive. All time worked befOW and aflcr the established eight (S) hour work day, Mond;iy through Friday, and idl time worked (ill Saturdays, shall he paid Col. at file rate uf'time & one-111111,(I''/1) the hourly base wage rate in effect. All time worked on Sundays and recognized holidays shall he paid for at the rate ohlouble(2) fhc hourly base wage,rate in effect. NO. 122: Forty (1M) hours between Monday and Friday shall constitute the nnimal work week. Work shall be M scheduled between the hours of 6:00 a.m. and 0:30 p.m., with one-hail'hour fur itmch. Work in excess of eight (fit) hours per day and forty(40) houl;s per week, and on Saturdays, shall lie paid tit the rate of one and one-hall'tittucs the 110171111 rate. Due to inclement weather during:the week,Salnlday sli;tll be a voluntary make up day. ANNUAL WAGE ORDER NO. It) AW 10 026 O'I'Stip.doc Pugs 5(11,5 I'uges C0111" COUNTY IIO1,IUr�1' �('lll';I)lll,l'; BUILDIN(. C0Nti'I'Itl CT11ON N(�. 3: All work clone on Now Y1:ar's Day, Decoration D,1y, July .lth, L.ahor Day, Veteran's Day. Thanksgiving; Day and CIIrisllllas I)ay shall be paid at the do Ill 11, time rate oI'pay. \VII:-nevcr '.Irly such holidays Ii111 on a Sunday, the l61lowillg; Monday sh;.Ill he ohscrvcd as a holiday. NO. 4: All work clone on New Year's Day, MC11106a1 Day, lndclendcnce Dila ', 1,,11101- kly, Thanksgiving and ('hristnuls Day shall he haicd at the double lilln, rate ol'pny. I f:Illy oi'thc above holidays fall on Sunday, Monday will he observed as th'., recognized holiday. Wally ol'the ,hove holidays 1,111 on Saturday, Friday will 1w, ohscrvcd as the recognized holiday. NU. 5: All wort: that ~hall be done on New fear's Day, Menunial Day, Fourth ol'.luly. Labor Day, Veter;ul's Day, •I'llanksgiving D.Iy, and ChriStIlMS Day shall he paid at dlc double (2) time rate of hay. NO. 7: All work clone on New Year's Day, Memorial Day, Independence. Day, Labor Day, Veteran's Day, 1'hanksgiving Day, and Christmas Day shall he paid at tile double time rate ol'pay. Ira holiday falls on a Sunday, it shall he observed on the Monday. II'a holiday falls on a Saturday, it shall be obsel-w-d on the precedin"; Friday. NO. K: All work perlornlcd on New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, and Christmas Day, or the clays observed in lieu of'these holidays, shall he laid at the double tilllc rate ol,pay. NO. 15: All work accomplished oil the 1-CC0gIII%ed hohda)'S ol'New Year's Day, Decoration Day (Memorial Day), Independence Day (Fourth of.luly), Labor Day, Veteran's Day, Thanksgiving Day and Christmas Day, or days observed ns these named holidays, shall be comhensatccl fin•at double (2) the regular hourly rate ofwages plus triage hcncti!s. Ira holiday I1i11s on Saturday, it shall be observed on the preceding; Friday. Ira holiday Calls on a Sunday, it shall he ohscrvcd ou the 161lowing Monday. No work SlIall he per661•med on Labor Day, Christmas Day, Decoration Day or Independence Day exccht to prescrvc life 01- lroperty. NO. 19: All work done on New Year's Day, Memorial Day, .duly 4th, Labor Day, Thanksgiving Day, and Christmas Day shall be paid at the double time rate of hay. The employee may take off Friday following "Thanksgiving Day. I lowevcr, the employee shall notify his or her Foreman, General Foreman or Superintendent on the Wednesday preceding Thanksgiving Day. When one or the above holidays falls on Sunday, the following Monday shall be considered the holiday and all work performed on said day shall he at the double(2) time rate. When one orthe holidays (;Ills on Saturday, the lrcceding Friday shall be considered the holid;Iy and all work herlormed on said day shall be at the double (2) time rate. NO. 23: All work clone on Ncw Year's Day, Mcluorinl Day, Independenc u Day, L.ahor Day, Veteran's Day, Thanksgiving Day, ChrisUnas Day and Sundays shall be recognized holidays and S11,111 be paid at the double time rate ol,pay. When a holiday (;.Ills on Sunday, the I61lowin4; Monday shall be considered a holiday. NO. 54: All work done on New Year's, Memorial Day, Indehcndencc Day, labor Day, ,Thanksgiving Day, the Friday after"Thanksgiving Day, and Christmas Day shall he paid at the double (2) time rate orpay. When a holiday falls on Saturday' it shall be ohscrvcd on Friday, When a holiday falls on Sunday, it shall he observed on Monday. ANNUAL \ A61:1. cull F1.1 Ncl. In AWO 10 026 hdy.do, I'al r I of"!1'altcs C't)I,E' COUN'T'Y HOLIDAY SC'IIEDULF, Itllll,l)INI� C'!)N';'i'itI1C"i'IC)N NO. till: All work per formed on New Year's Day, Armistice. Day (Veteran's Day), Decoration Day (Memorial Day), independence Day (fourth i)ay and Christmas Day shall he paid at the double time rate of pay. No work shall he pet Formed on Labor Day except when triple (3) time is paid. When a holiday falls on Saturday, Friday will he observed as the holiday. When a holiday falls on Sunday, the following Monday shall be observed as the holiday. NO. CG: All work perTr)rmcd on Sundays and the 161lowing recognized holidays, or the days observed as such, ol'New Year's Day, Decoration Day, fourth ol'July, 1,ahor Ivry, Veteran's Day, Thanksgiving Day and Christmas Day, shall he paid at douhlc (2) ►hc hourly rate plus an annount equal to the hourly "Total Indicated Fringe licnelits. %Vhcnevef any such holidays 1-1111 on a Sunday, the following Monday shall he ol,served as a holiday. NO. 69: All work perfonlied on New Year's Day, Decoration Day, ,lul,y fourth, Labor Day, Veteran's Day, 'Thanksgiving Day or C'hrisimas Day shall he compensaled at double (2) their straight-time hourly rate ol'pay. l,*ridnv aftcr'I'hankspivirng and the day before Christmas will also be holidays, but if the employer chooses to work these days, the employee will be paid at straight- time rate ofpay. ICa holiday Galls o►► a Sunday in a particular year, the holiday will be observed on the following Monday. NO. 76: Work performed on I Holidays shall he paid at the rate of two times the nornu11 rate, Ifolidays arc: New Years flay, Memorial Day, independence Day, Labor Day, Thanksgiving Day, Day allcr Thanksgiving, Christmas Day. if a holiday Ialls on a Sunday, it shall be celehratedon the following Monday, ifit falls on Saturday, it shall be celebrated on the preceding Friday. ANNUAL \V�SGI�. ()Itl)l'.I: No . I(► Awo 101126 hdy.doc Yugo 2 of 2 I'aj;wi r Heavy Construction Rates for REPLACEMENT PAGE Section 026 COLE County _,_ _ �i'�ciive �3asic ver- OCCUPATIONAL TITLE Date of Hourly Time Holiday Total Fringe Benefits Increase (gates Schedule Schedule CARPENTER Journeymen _ _ - 5/03 � -$24.03 7 T- � 16 $7.84 Millwright 5/03` $24.03 7 16 $7.84 Pile Driver Worker _ 5/03 $24.03 7 16 $7.84 OPERATING ENGINEER Group 1 5/03 $2.1.70 21 5 $13.00 Grou. II 5/03 $21.35 21 5 - $13.00 Group III 5/03 _ $21.15 21 5 $13.00 Group IV _ 5/03 $17.50 21 5 $13.00__ Oiler-Driver 5/03 $17.50 21 5 $13.00 LABORER _ Sifteneral Laborer 5/03 $20.32 2 4 $7.03 filled Laborer 5/03 $20.92 2 4 $7.03 TRUCK DRIVERTEAMSTER I — L Group I 5/03 $23.07 22 19 $6.00 Group 11 5/03 $_23.23 22 19 $6.00 JGroup III - 5/03 _ $23.22 22 19 $6.00 Grou IV 5/03 1 $23.34 22 19 $6.00 r For the occupational titles not listed on the Heavy Construction Rate Sheet, use Rates shown on the MBuilding Construction Rate Sheet. r r "Annual Incremental Increase ANNUAL WAGE ORDER NO, 10 7103 CO1,F, COIIN'1'Y 12'llNIH: SClII':1)111,E - IIF,AVY CONti'1'RIIC I'10N NO. 2: Means a regular work week oI'luny (40) hours will start out \londay an(I end on Friday. The regular i,vork (lay shall he either eight (8) or ten ( IO) hours. ICa crew is prevented from working linty. (40) horn•; Monday through Friday, o►' ally Dart thereof, by reason of inclement weather, Saturday or any part thereof may he worked is a nuke-up (lay at the straight tittle rate to complete forty (40) hours of work in a week. Un►ployees who are Dart Oki rcgul;f'crew un a make-up (lay, notwithstanding the Gael that they may' not have been employed the entire week, shall work Satur(lay at the straight time rate. Time & one-hall'(I ,'!) shall be haul li►r all hours in excess ofeight (8) hours per(lay (if working 5-8's) or ten (10) hours per(lay Ohvorking 4-10's), or forty 00) hours her week, tllonday through Friday. For all tittle worked on Saturday (unless Saturday or any portion ol'said (lay is worked as make-up to complete forty hours), time and one-hall'(I V.) shall he Raid. For all time worked on Sunday and recognized holidays, douuble (2) lime shall he paid. NO. 7: Mean:; the regular work week shall staff un Monday and end un Friday, except where the Employer elects to wort: Monday through "Thursday, ten (10) hours per day. /111 work over ten (10) hours in a (lily or forty (40) hours in it week shall he at the overtime rate ofone and uttc-hall'(I'''M times the regular hourly rate. The regular work day shall he either eight (8) or tell (10) hours. 11'a jot)can't work forty (40) hours Monday through Friday because of inclement weather or other conditions beyond the control of the Employer, i,.riday or Saturday nmy he worked as if make-up day at straight time (il'working 4-10's). Saturday may he worked as if make-up day at straight time (ifworking 5-ti's). Make-up days shall not be utilized fir days lust from holidays. FXcept as worked as it snake-up day, time on Saturday shall be worked at one and one-half(1;') times the regular rate. Work performed on Sunday shall be paid at two(2) times the regular rate. Work performcd on recognized holidays or clays observed as such, shall also be paid at the double (2) time rate of pay. NO. 21: Means the regular work week shall consist of live (5) eight (8) hour days, Monday through Friday. The regular work day fin• which employees shall he compensated at straight time hourly rate of pay shall, unless otherwise provided for, begin at 8:00 a.m. and end at 41:30 p.m. l lowever, the project starting time may be advanced or delayed at the discretion of the Employer. At the discretion of the Employer, when working if five (5) clay eight (8) hour schedule, Saturday may be used for if make-up(lily. The Employer may have the option to schedule his work from Monday through Thursday at ten(10) ' hours per(Jay at the straight time rate of,pay with all hours in excess of tcn (10) hours in any one day to be paid at the applicable overtime rate. If the Employer elects to work Crum Monday through Thin:sday and is stopped due to circumstance:", beyond his control, he shall have the option to work Friday of- Saturday at the straight time rate of pay to complete his forty (40) hours per work week. Overtime will be at one and one-hall'(I 'i_) times the regular rate. 11'workmen are required to work the recognized holidays or days observed as such, or Sundays, they shall receive double (2) the regular rate of'pay for such work. NO. 22: Means it regular work week of forty (40) hours will start un Monday and end on Friday. The regular work day shall be either eight (8) or tell (10) hours. ll'a crew is prevented from working forty (40) hours Monday through Friday, or any part thereof by reason of inclement weather, Saturday or any purl thereul'nuay be worked as if stake-up clay at the straight time rate. Employees who are part ofa regular crew on it make-up day, notwithsfatt(!ing the filet that they may not have been employed the entire week, shall work Saturday at the straight little rate. For all tittle worked on recognized holidays, or days observed as such, double (2) time shall he paid. 1 Aw 10026 h\ynt.d„r ANNUAL \VA(il'.Okl)I R NU, 10 Page I of COL ? COI NTY HOLIDAY SCIIIE )ULE - 111?AV1' ("ONS'I'I2U("1'1ON NO. 4: All work ped'orined on Ncw Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day, or clays observed as such, shall he paid at the double time rata of pay. When a holiday I'rrlls on a Sunday, Monday shall he observed. NO. S: The following days are recognized as holidays: New Yem''s Day, Manorial Day, Fourth of.luly, Labor Day, Tlianksgivi fig Day and Christmas Day. 11 a holiday fall:; oil a Sunday, it shall be observed on (lie 161lowing Monday. 11'a holiday fulls on a Saturday, it shall he observed on the preceding Friday. No work shall be perlo n ed on L,rrbor Day except in case of jeopardy to work under construction. This rule is applied to protect Labor Day. When a holiday falls during the normal work wcck, Monday through Friday, it shall be counted as eight (8) hours toward a forty (40) hour week; however, no reimbursement fir this eight (8) hours is to he paid the workman unless worked. 1 f wc,rkmen are required to work the above recognized holidays or days observed as such, of- Sundays, they shall receive double (2) the regular rate ol'pay for such work. 'I'Irc above shall apply to the lmir I O's Monday through 'Thursday work week. The ten (10) hours shall be applied to the lorty (40) hour work week. NO. 16: The Ibllowing days are recognized as holidays: New Year's Day, Memorial Day, Fourth of'July, Labor Day, Thanksgiving Day and Christmas Day. 11a holiday fulls on Sunday, it shall be observed on the following Monday. If a holiday falls on Saturday, it shall be observed on the preceding Friday. No work shall be performed on Labor Day except in case of jeopardy to work under construction. 'This rule is applied to protect Labor Day. When a holiday falls during the normal work wcck, Monday through Friday, it shall be counted as eight (8) hours toward the forty (40) hour week; however, no reimbursement fir this eight (8) hours is to be paid to the worker unless worked. Ifworkers are required to work the above recognized holidays or clays observed as such, they shall receive cloublc (2) the regular rate of pay fir such work. NO. 19: The following clays are recognized as holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day. If a holiday falls on a Sunday, it shall he observed on the following Monday. When a holiday falls during the normal work week, Monday through Friday, it shall be counted as eight (8) hours toward the forty (40) hour week; however, no reimbursement for this eight (8) hours is to be paid the workmen unless worked. 11'workmcn are required to work the above enumerated holidays, or clays observed as such, they shall receive double (2) the regular rate of pay Im such work. aw 10 026livyhokloc ANNUAL, NVAG'E' ORDER NO. 10 rage 1(err OUTSIDE, 1-,111'.( 1 RI('IAN 'these rates arc to be used 161. the 101lowinl, counties: Adair, AudraiII, Boone, CaIIaway, (`anic lei , "irler, ('haritol 0 'lark, (,()I C, ('o„pcI', ( 'rawtlwi.L i ellI, I,ranklin, (insconade, I loward, I lowell, Iron, ,ldlierwon, Knox, Lcwk, Lincoln, Linn, flacon, Marics, Marion, Miller, Pvlotlitcau, Moltroc, Montgomery, Morgan, ()rcl.,on, ()sa},c, ferry, Phelps, t Pike, Pulaski, Putnam, halls, Randolph. Reynolds, Ripley, tit ('lades, tit. Francois, tit. Louis ('ity, St. Louis ('aunty, SIC, (icrrcvicvc, Schuyler, Scolland, Shannon, tilu'Iby. Sullivan, 'I CVIS. Worrell, and Wash ing;loll COMMERCIAL NVORK Occrtjwlional 'Title Basic Total Ilourly Fring� -- _. - _ _Kale Benclits *Journey Lineman $2�i.2}i `};3.25 1 4113'%, — _-- ._ --........ ... ... .. .. . .. -- _. . *L.incnwn Ohcrator $25.32 't;3.25 1 4 1.?°;, (;roundman $20-04 $3,25 1 41.3°„ UTILITY WORK -- --_. _... _ ...._ id—l'illc (3�stiic fatal (IOLFIv ( rirs.�` .. ._. ..... Rate f3ell cllIs ------- ---- *Jaurncyman Lineman $27.27 ` 3.25 1. 37.3`„ *Lineman OLcrator I $23.54 $3.25 1 37.:3'Mo *Ciroundman I $18.20 $3.25 -1- 37.3`:4, OVERTIME, RATE: Eight (K) hours shall constitule a work clay between the hours 47:00 a.m. and 4;30 p.m. Forty(40) hours within five(5) days, Monday through Friday inclusive,shall co►rslitute the work week. Work performed in the Qlh and Will liour, Monday through Friday, shall be paid at time and one-hat('(I VO tits regular straiplit time rate ol•pay. ('ontructnr has the option to pay two (2) hours per clay at the tisite and one-half(I';i) the regular straight link rate ol,pay between the hours 40-00 a.m. and 500 p.m., Monday through Friday. Work perfurnred outside the regularly scheduled workinr,hours and on same-days, Sundays and recognized legal holidays, ur clays eelcbr:aed as such,sha11 he paid li,r at the tale ofdoublc (2) time. 11101,1DAY RATE,-. All work perli,rmcd on New fear's Day, ,Memo iial Day, Fourth ofJuly, Labor-Day, Veteran's D'Iy,"Thanksgiving DtIV,Cht•istnuss D:Iy, or days celebrated as such, shall he paid at the double time rate ofpay. \'hen one of the lMevorn},holidays 1',-Ills on Sunday, it :;hall be celchratcd on the 1,611 ving, Monday. 'Annual lnerenun 31 tnrtrasr ANNUAL ORDER NO. 10 r.nt aUI•STI.Aw 10 INI dm- 1;A`;IN 3 SANITARY SI"%VI"R SYSTIAl IZIAIAII11,ITA'I'll1N C'1'I'1' Ol ,11?l l lilttil iN, MISSOURI SECTION 01 100 - St MIMARY FART 1 - GI:,NI:RAL 1.1 RELAT[M DOC1_1MIiNTS A. Drawings and general provisions of'the Contract, including (.;cllcral and Supplementary Conditions and other Division I Specification Sections, apply to this Section. 1 .2 WORK C'C)VIRI?I) 13l' C'(:)N'I IZnC"I' f)UC'UNiF:N'I'S A. The work to he performed under this contract is described in the Agreement, Section 00500, 'flit details of the work are shown on the Drawings and stated in the Specifications. B. The work shall be constl'Lictcd uncicr a single prink contractor. 1.3 WORK SI�Ql1ENC'L? A. Where the work on this project is in the vicinity of existing Public or Private Sewers, the Contractor shall schedule his operations in such a planner that all existing sewer service may be adequately maintained. Where existing sewers are to be removed From service permanently or temporarily, the Contractor shall collvcy, ill a planner acceptable to the Engineer, and wlth0Lrt bypassing to the environment, all sewage and drainage which may be received by those scwcrs until the cxistillg scwcrs are returned to service or replaced. The Contractor shall not use an existing sanitary sewer to divert of dis lose of storm or Y b Y I sl.u•tace water. Ater a connection has been made to any existing sanitary scwcrs, the Contractor shall plug; the nearest opening to said connection and make such provisions that are necessary liar pumping, bypassing and conducting storm oi• surface water, to Insure the above until the acceptance of'the project. IA USE OF' 1)RF?MIS1"S A. Observe the fiillowi.ng in performing all work, in addition to requirements defined by the General Conditions: I. Limit use. of'tile premises to work within casenicn(s and right.-of-ways indicated. (:'ollflnc operatir.)ns to areas within contract limits indicated. Do not disturb portions of Ihe silt beyond the areas in which the Work is indicated. C5a59100 1)1100-1 SUMMARY RO -- 12/12/03 HASIN 3 SANI•I ARY SI"WFI SYSTI-Al RIAlAI?,ll.fFA'I ION CITY Y O1" .111 111"RS(IN, N1tititi(lt RI 2. Consult with the l;,ligincer hcklrc per ,01-mirll; any work that may (1anlage or Itllerlere with the rll,l•mal operation (11"Illy pal( of the cxls(IlIvI \\as(ewaIcr System, or any part of'tile ne\v Construction that has heed completed and turned over to the Owner. 3. Obtain and pay for any addition;Il slorago, or work areas nccdcd 161, acconll)lishilig the work tinder this Contract. B. \'Mort: on Skite I lit;llwav I . Where wort: oil this pro.jccl cncroaches 1111011 tilt Of any SNIIC 01* Inlerslate Ilig,h-way right-Of'-way, the owner will cxcctllc ;1 co11trael with proper authorities 161- the instnllaticlrl of the proposed ;Cwet's. 2. The Contractor shall notify the proper authorities prior to entering upon such right-of'-way and shall he reshollsihlc 101- all damage for and satisfying the rcyuirelllcnts of these authorities. C. Work on Private Properly I. Wherc the work on this property encroaches upon private property, the Owner shall provide casements and/or right-ol-entry in or hencath which pipes and structures will he crnlslruCted by the C'ontr'actor uncicr this contract. 2. The contractor shall he responsible lit►• ohlainill any additional area which he 111,13' deem necessary for the cons(rllction of' tllis project, The Contractor shall obtain a written asrccnlcnt between the Contractor and Land Uwncr and lilrwar•d it to the 1?ngincer prior to use of said properly. 3. The Contractor shall he responsible for the 1lrescrvation of' and shall Ilse every precaution to prevent damage to all trees, shrubbery, 1'ences, culverts, bridges, pavements, driveways, sidewalks, houses or buildings and all water, sewer, gas, telephone alxl electric lines thcrc to ;111(1 all other private and public. property along or ad•jaccnt to (lie work. 4. Any damage that occurs will be restored to a like condition as existed prior to construction, in the Contract DOC11.11)e11(S, LMICSS OthCIAViSC indicated or specified, 5. Forty-tight (45) hours prior to construction of any casclllent or streets the Contractor shall notify in writing the aflcctcd property owners in the ;Iron. This notification shall include the c'ontractor's name and phone ntulrbcr of the contact person. 1). Work in Strects and Alleys 1 . The Contractor sliall secure the approval and obtain operation procc(1In•es From the C)wner before closi11i! or starting construction within the right-ol'-way of ally Street of ;Illey. 2. 'Throughout (hc perfilrnl;lnce of the work or in connection with (Ills Contrlct, the Contractor shall cl,nStruCt ;tlld aKICcltuttCIN' Ill;lllllaltl Stlitahle alld S,16C Cro,"'S114" O%leI' the tl'CllClICS and sueh delo11rs as ;Ire necessary to Care lily public and 11riVAC C;SX59100 tf l 100-2 Sl WI f\1 AIRY IZO -- 12/12/03 BASIN 3 SANITARY SFWFR SYSTI?M RVIIIAMLITATION CITY OF JI?ITTIRSO)N, MISSO)URI traffic. The material excavated lion► trenches shall be compactly deposited along the sides of' the trench or elsewhere in such ,► m,ulr►cr as shall give as little inconvenience as possible to the travoling puhlic, to ;adjoining property owners, to Who,contractors of, to the Owner. 1.5 WORK UNDER OTHFIR C'ON'I RM"I'S A. Separate Contract: Owner may self' pe'lur•nl or award separate contracts fat' per{,6rnu►nce of certain constriction operations. Those operations will be conducted simultaneously with work uncicr this Contract. 13. Co()perate fully with Owner and separate contractors so that work on these contracts rlwy be carried out smoothly, without interfering with or delaying work under this Contract. PART 2) - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01 100 05X59100 01100-3 SUMMARY RO -- 12/12/03 13ASIN 3 SANITARY SI?WI?R SYS'1'f?M RI?II All Il'ITA'l ION CITY OF JIl- ;RSON, MISSOURI SECTION 01: 10 - I'RC),II?(:"1' MANA(:iI M1:N'I' ANL) COORDINATION PART l - Gl--'I ?RAI, I 1.1 RL'LATH,1) 1 OCl M1:NTS A. Drawings and general provisions ol'the Contract, including General and Supplementary Conditions and other Division 15pccilication Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative provisions for coordinating construction operations Oil Project including, but not limited to, the following: 1. General project coordination proccdures. 2. Project meetings. 1.3 COORDINATI0N A. Coordination: Coordinate construction operations included in various Sections of the Specifications to ensure efficient and orderly installation of each hart of the Work. Coordinate construction operations, included in diffcrcnl Sections, that depend on each Other for prol)cr installation, connection, and operation. D. If necessary, prepare memoranda for distribution to cacti party involved, outlining special procedures required for coordination. Include such items as required notices, reports, And list of attendees at rllectings. I. Prepare similar memoranda Im Owncr and separate contractor:, if coordination of' their Work is requiraf. 1.4 11 R0,IEC'1 ME HI-TI NC,S A. General: Schedule and conduct nlectillgs and conferences at a location designated by the Owner, unless otherwise rlldiC ltcd. 1. Attendees: Infirm participants and others involved, and individuals whose presence is rcquircd, of date loud time of' each electing. Notify Owner and Engineer of'scheduled meeting dates and times. 2. Agenda: Prepare the electing agenda. Distribule the agenda to all invited attendees. C5X59100 01310-1 PROJECT MANAGEMENT RO -- 12/12/03 AND COORDINATION 13ASIN A SANI'I ARY SIMFIZ SYS I I-Al R1A IA1111.1'I ATION CITY OF .IP I-TRSON, MISSO1IRI 3. MillUtes: RCCOI'd ;.i);►►ilicant discussions anti agrccillcil(s achieved, I)istrihute the mcetir►g nrinulcs to evc�ryc�nc C(HICC ICd, including Owner "mid Illigincc�r•, within 3 clays cil'tfrc nrcclittl�. 4 13. Preconstruct►on ( 'or►li-rc•ncc: `;ch.chilc ;I I)rCCOnstruction c0111ierCncc bel61v stlrli►I1; construction, ;►I ;r tin►( ('o11vcnicnt to ()\vncr and I:nginecr, but no Inter than 20 clays allcr the ('ontract ti►nCS star! to run. Iluld Ibc co111L,rCncc at a location dcsig11alCd by Owner or anothC► c•ont'cnic►►I loc;►lion, Conduct tilt ►11cetillul to revicty respollsibilitics and personnel assit,nn►cnls. IMissocn'i I )CI)arin►Cnl of Nntural RcsoturC ; I)crs0nnC1 frorll the appropriate regional offirc n►ust be noti(icd in writinf, ahout the lime ;►rut location of' the confrr•C11cC. I . n};crlda: 1)iacuss iier►rs of ;is%nilicancc Thal could allect prot4vess, ir►cludillp the liillottint;: ;►. Preliminary prol;ress schecl(llc, I)rclimirlary Schedule of Vnilics, preliminary Schedule ol'Snbn►itlals. 1). Phasing. C. Critical work sequencing. d. I)esip;nation of'respo►ISiblc personnel. C. Procedures li►r OroeeSSirll; licid decisions and ('11a11gc Orders, f'. Procedures I'm. proccssint" Applications fi)r Payment. g. Distribution of'the Contract Documents. It. Sub►lliff,'11 1 rocc(It►res. i. Preparation of Record I)ocu11lcnl;;, j. tIsc oCthe premises. k. Responsibility for temporary facilities and controls. I. Parking availability. Ill. Ofllce, work, and stor'agc arCas. 11. E(luil)nlcnt dClivcr•ics 111(1 I)riorities. o. First aid. p. Scc(Irity. q. Progress Cleaning. r. Working; hours, C. Progress Meetings: Conduct I)rogress rncCtini,s 011cc evCry twur wccks, on a (late mutually agreed upon by 111( (..'ontractor and the I'llginecr. Coordinate datfa of meetings with preparation ol'11►o11thly payment requests. 1. At(CIILICes: 111 addition to representatives of' Contractor, Owner and Engineer, mach subcontractor, supplier, and other entity (:oncerr►c(l with Current progress or• involved in I)hmilir►,:;, coordiu;rlion, or pet l )rnluu►ce of, !inure activities shall tic represcnled at these nrceii►rt s. All particifi;ulis at ll►e confcrcnee shall be lanliliar• Nvid) Project and aildwrired to co►u:ludc natters relating to the Work. C5X59100 01310-2 PRO.11?CT i ,1ANA(.iHMI N'1' RO -- 12/12/03 AND COORDINATION 13ASIN 3 SANITARY SFWFR SYSTFM RI?I1A13ILITATION CITY OF .11-T T'1?RSON, MISSOURI 2. Agenda: Review and correct or approve minutes of' previous progress meeting. Review other items of' signiiicanCC that could aflCC( 111-07rcSS, hlelllde topics 101' discussion as appropriate to Status of Project. n. C'ontractor's ConStruclion Schedule: Review progress Since the last meeting. Dcternlirle wllcthcr each activity is on titlle, ahead of Schedule, or behind schedule, in relation to Contractor's Construction Schedule. Dcterillinc how construction behind schedule will be expedited; secure Commitments I'ronl parties involved to do SO, DiSCLISS whether schedule revisions are required to cnsurC that Curren( ;►nil Suhsequcnt iCtiVitiCS will he corllplcted within the Contract Tinlc. h. RCVICW preSCnt anti filturc neCds of each entity present, including the billowing: 1 ) Interface rcduircrllcnts. 2) Sc( ucilce oI'operatioils. 3) Slil(tlS of'SUhnlittalS. 4) Deliveries. 5) C)ff-Site fabrication. 6) Acccss. 7) Silt utilization. S) "Temporary facilities and Controls. 9) Work holll'S. 10) I lazards and risks. 1 1) Progress cleaning. 12) Quality and work standards. 13) Change Orders. 14) Documentation of InIorniaton fol monthly payment requests. 15) Traffic control. 3. Reporting: Distrihutc minutes of the meeting to each party present and to parties Who Should have [cell present. fllClude a h►'icf' Summary, ill narrative form, of progress Since the previous meeting and report. a. Schedule Updating: Revise C'ontractor's C:'onst'ucton Schedule alter each progress meeting where revisions to the schedule have [cell made or l'CCOglliZC%d. ISSUC rcviSCd Schcclulc concurrently With the report of each Illeet Ili;. PART 2 - PRODUCTS (Nut USCd) PART 3 - EXECUTION (Not ( Ised) FIND 01 Sf?C '"I'10N 0 13 10 C5X59100 01310-3 1)R0.11 CT MANAGEMENT RQ- 12/12/03 AND COORDINATION 13ASIN 3 SANITARY SIVER SYSTEM 10"I IAIiILI T'ATION CI'T'Y OF .Il_-'FF'RSON, MISSOURI SECTION 01320 - CONSTRUCTION TION PR()(;RFSS DOCUMFI.WFATION PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions ol•the Contract, including General and Supplementary Conditions and other Divisioll I Specilication sections, apply to this Section. 1.2 SUMMARY A. This Section includes ;u.lnlinistrativc and procedural reyuircn►cnts for documenting ills progress of construction duriub perf'Ormance ()('tile Work, including the following: 1. Subllliltals SChedldC, 2. Schcdulc of Values. 3. Contractol•'s Construction Schcdulc. 4. Daily construction reports. 5. Material location reports. G. Ficld condition rcporls. 1.3 SUBMITTALS A. Submittals Schcdulc: Subrllit three copies of schedule. Arrange the following information in a tabular formal: 1. Scheduled date for first submittal. 2. Specification Section number and title. 3. Submittal category (action or inlornultional). 4. Name of-subcontractor. 5. Description of the Work covered. G. Scheduled date I`or I ngincer's final release or approval. 13. Schcdulc of VidUCS: Submit two printccl copies ol'Schcdulc of Valdes. C. Contractor's Construction Schedule: subllllt two printed copies of initial schedule, one a reproducible print and one a blue- or black-line print, lark; cnoubh to show entire sclIcdulc for entire constructiotl period. D. Daily Construction Reports: Suhrnil two copies at weekly intervals. 1?. Material Location Reports: Submit two copies at weekly intervals. C5X59100 01320-1 CONSTRUCTION PROGRESS RO — 12/12/03 DOCUMENTATION BASIN 3 SANITARY SIMI"R SYSTIW1 RIAIAII11,ITATI0N CI'T'Y OI' JI'I'll'I?RSC1N, N11SSc)l1RI I.. Field ('ondition Reports: Submit two Copies at (irlic of discovery of differing conditions. 1.4 CI00RUINATION A. Coordinate C'ontractor's C.'onstl tic(ioil Schedule with Ilse Scliedillc of Values, list of subcontracts, Suhrllittals Sc•hcclulc, progress wpolls, payment requests, and other raluircd schedules and reports. 1. ';ectin.! time conullitincilts l6i- perl'orming critical clumcnts of the Work Cronl parties involved. 2. Coordinate each construction activity in (lie nutwork with other activities and schedule tllelll ill proper scduc_ncc. PART 2 .. PRODUC"I'S 2.1 SUBMITTALS SCI FAA.U]" A. Preparation: Submit a schedule ol'suhluittals, arranged in chronological order by dates required by construction schcclulc. Include time required Im- review, resubmiltal, ordering, m;ulufiacturifig, lubrication, and delivery when establishing dates. Submit in accordance with General Conditions. 2.2 SCI EDULF OF VALIIf.?S A. Coordinate preparation elf' the SCI►G'dUIC of Values with the preparation of the C'ontractor's Construction Schedule. L Correlate line items ill the `;chcclllic of Values with other required administrative schedules anll f01'111S, .il1CIUdillg: a. C'ontractor's construction schedule. b. Application fir Payment florin. C. List ofsubcontractors. d. List of products. C. I,isl ofprincipal supplier:; and li►bricators. 1'. Schedule of subillittals. 2. Subilllt the Schedule of Values to the I?ngincer in accordance with the General Conditions. B. Format and Conlent 1. Include the followilig Projccl idcratificatio►l (.)It (he Schedule of Values: C5X59100 01320-2 CONSTRUCTION PROGRhSS RO — 12/12/03 DOC'UMEXPATION 11ASIN 3 SANITARY Si:WI"R SYS'I'I:M RI?1IAII11,ITATIC)N CITY O1' .Il',FF11"RSON, MISSOURI a. Project 11,1111C and location. h. Name. of,file Owrlcr. C. Proiccl number. d. C'ontractor's name and addres's. C. Date of submittal. 2. Arrange the Schcclule of Values in a tabular larm with separate columns to indi- cate the following for cash item listed: a. Gcncric name. b. Related SI)CCification Section. c. Name ol'subcontractor. d. Name of*manufircturcr or fabricator. c. Name of supplier. 1'. C'hinge 01-41CI-S (numbers) that IMVC affected value. g Doll, value. h. Perccntage cif'('ontract Price to the nearest one-hundredth percent, adjusted to total 100 percent. 3. Provide a breakdown of the Contract Price in sufficient detail to Gacilitatc Contin- ucd evaluation of Applications for Payment and progress reports. Break principal subcontract amounts down into several line items. 4. Round aniounts off to the nearest whole (1011.11•; the total shall equal tlic Contract Price. 5. l7or each part of*the Work where all Application par Payment may include materi- als or equipment, purchasccd or labriattcd 111d stored, but 1101, yet installed, provide separate line items on tilt Schedule, elf Values liar initial cost o{ the materials, for each subsequent stage of completion, and far total installed value of that print Of tile Work. G. Margins of Cost: Show line items for indirect costs, and [it'll-gills on actual costs, only to the extuml that such items will be listed individually in Applications for Payment. Each item in the ,Schcclulc of Values and Applications for Payment shall he complete including its total cost and proportionate share of general overhead and prowl margin. a. At the Contractor's option, temporary facilities and other major cost items, in- Cluding mobilization that are not direct cost of actual work-in-place may be shown as separate line items in the SChCdule of Valt►es or distributed as gen- cral overhead expense. 7. Schcclule Updating: Date and restlbnlit the Sche11l1c of Values when Cfl lllgc Or- ders or• Construction Change Directives result in a change in the Contract Price. C5X59100 01320-3 C'ONS'"FRUC"!'ION PROGRESS RU ._ 12/12/03 DOCUM BNTATION 13ASIN 3 SANiTARY Si,WI?R SYSTIA1 Ri?I iABILI`1'ATION CITY O .Il;FFFRSON, MISSOI till 2.3 C'ON'I'I�A("IUl:'S ('UNS"1'Rtl( "I'It)N S('1i1 1)( 1L(: (PK(KiRf:SS S('Iff:l)lll.t?) A. Bar-Chart Sclicdule: Submit prcliniirircry horir.onla) bar rh;►rt-typt construction schedule within ten clays alter file FATOcfive Date r►I* the Agreement. Submit fiilly- developcd sc imilllc within all days after the (?ffeclivc Date ol'the Agreement, 13. Preparation: Indicate each significruil construction activity scpaiatcly. Idenlil'y first workday of cacti weak with a continuous vertical line. Use the sonic breakdown of units ol'thc Work as indicated in the Schedule of Vahics. I . For construction octiviiics that rcc}ttirc 3 Inc►ndis or longer to cornp(cle, indicate all estimated completion perccnlage in l t) percent increments within Iiinc bar. C. The Contractor shall allocate the cost of the work, including labor, materials, equipment, overhead and profit, to each activity. The total of all costs shall equal tilt: contract value. Usiq! the cost assigned to each activity, the Contractor shall develop a Cash flow Trajection. The Projection shall he presented in graphic li►rm depicting estimated cash drawdown in the aggregate, by month, over the life ol'thc project. D. Updating: Revise the schedille alter each inceting or activity where revisions have been recognized or made, Issue the updated schedule concurrently with report of cacti mcct,ing. I . Revise the schedule wizen, in the opinion of the f:ngiIlea, the schedule dues not 40 represent actual prosecution and progrc:ss of the work. 2.4 REPORTS A. Daily Construction Reports: Prepare a daily construction report recording the Ibllowing information concerning events: 1 . List of"subcontractors. 2. ;Approximate count of"personncl. 3. High and low temperatures and general weather conditions. 4. Accidents. 5. Meetings and de4iSioIIS, 6. Unusual events. 7. Stoppages, delays, shorlaocs, and Iccsscs. S. Emergency procedures. d. t:)rder;S and reLilicsts ofac►thorifics having.fitrisdictiori, 10. C'Itarigc Orders received and iniplc•nicnlcd. 11 . Work ('hinge Directives received. 12. Partial Completions. 13, Substantial Completions alithorired. C5X59100 X11320-=1 CONSTRUCTION PRUGRI?SS RO -- 12/12/03 DOCUMENTATi0N !j BASIN 3 SANITARY SF?WI IZ SYSTI'M 14I'l IAHII.I`I'ATION CITY 0I*- .JFI`FF;RS0N, MISSO111z1 13. Material Location Reports: At weekly intervals, prepare a comprelietisive list of materials delivered and stored. Ust shall be cumulative, showing materials l3rcviot.►sly reported plus items recently dclivercd. InC111dC with list a statcnlcr►t of prol;ress on and delivery dates 161. 110L,Iricalcd materials or items. C. Field Condition Reports: Immediately oil discovery of a difference between field conditions and the Contract Documents, prepare a detailed report. Submit with a request liar i illormation. Include a detailed description of the dif Bring conditions, together with reconimcndatiolls liar changing the Contract Documents. PART 3 - hXI-CLITION (Not Uscd) END OF SECTION 01320 i CSX59100 01320-5 CONSTRUCTION PROGRESS RO -- 12/12/03 DOCUMENTATION r 13ASIN 3 SANITARY SF,WF,R SYSTEM RFAiA1311,1TATION CITY Of ,l ,FVFRSON, MISSOURI SEXTION 01322 - PLIOTOGRAPIiiC' DOC UN/I HNFATION PART 1 - CL'NIF"PAI, 1.1 RE?L,AT[A) DOC UNiFNITS A. Drawings and gmicral provisions of(lic Contract, including General and Supplementary Conditions and other Division I Specification Sections, apply to this Section. 12 Sl.1MMARY A. This Section inelu(Ics adnlinistativc and l)ro(:cdu I'll I r'C(lUrr'C111Cr11S 601- the 60110wing: I. PI'Cconstrlrctioil photographs. 2. Periodic construction photographs. 3. final Completion construction photographs. 4. Prcconstruction videotapes. 1.3 COST Of 1)11OTOGRA11 11Y A. The Contractor shall pay liar specified photography and prints. Parties rcquir'illg additional photography or prints will pay photographer directly. 1.4 SUBMITTALS A. Construction Photographs: Submit three prints of each photographic view within seven (lays of taking photographs. 1. format: 5-hy-7-inch smooth-surfircc matte. prints on sing,le•wcigilt commercial- grade stock. 2. Identification: On back of'each print provide an applied label or rubber-stamped impression with the following in(brrnation: a. Nanlc of Project. h. Name and address of photographer. C. Name of I-ngineer d. Name ol'(ont•aclor. C. Date phatograph was takcu, f. Dcscriplion of vrultage poirr1, indicating location, and direction (by compass print), B. Videotapes: Submit twit copies (lfcach videotape within Seven clays of'recording. 05X59100 1)1322-1 PI IOTOCiRAPI 11C RO _. 12/12/0:3 DOCUMFNTATION BASIN 3 SANI'T'ARY SI"WFR SYS'T'EM RF'lIAII11,ITATI0N CI'T'Y O .111-IT ?RSON, NI SO IRI 1. Identification: Oil each copy provide all applic(I label with the 161lowing Illlc►1'nlation: a. Nalne Of I'I'ojel'l. h. Nalnc acrd address of photographer. C. Nanle of I.:nginecr. d. Name of Contractor. C, Date videotape was reeor(Ic(I. f. Description ol,v(ultrlge point, indicating location, and direction (by compass point). 1.5 QUAL.I'T1 ASSURANC I: A. Photographer Qimlifications: An individual of established reputation who has been regularly engaged as a professional photographer for not less than three years. L6 COORDINATION A. Auxiliary Services: Cooperate with photographer and provide auxiliary Services requested, including access to 1'1'0,jcct Site and use ol' tcn)porary facilities including ternporary lighthig, 1.7 EXTRA PRINTS A. Negatives: Photographer shall retain photographic negatives for three years after date of Substantial Completion. During this period, photographer shall fill orders by Engineer or Owner for extra prints. Photographer Shall price extra prints at prevailing local commercial prices. PART 2 - PRODUCTS 2.1 PI IO'1 MIZAPI lIC N/11.DIA ' 2- , ?-3/4 inchcs 60 x 70 mm A. Photographic Film: Medium-lormat, .. I/�I h� .. _ ( ) , B, Videotape format: Provide high-(Iuality VMS color videotape in full-size cassettes. 05X591 pU 01322-2 PI 1OTOGRA1)1-11C RO-- 12/12/03 DOCUMENTATION 1:3ASIN 3 SANI'T'ARY SI?W1:R SYS'11?NI R1:11AIi11,ITA'I'It)N t;TFY OI: .IFFFFIRSON, iNv11SM)( IRI 1)ART 3 - I?Xl?CtITIt)N 3.1 111 It:YI.OGRAPI IS, ( ;IsNI-'RAI, A. Photographer: I?ngage a qualified con►nlerc•ial photographer to take construction piotographs. 13. bate Stamp: Unless otherwise indicated, clalC and tittle Stamp each photograph as it is being taken so stamp is integral to photograph. C. Field 01'fice Prints: Retain otic set of prints of pro);ress photographs at a location designatcd by the Owner, available at all tit►lcrs lilt. rcicrencc. IdC11lify photographs the sank as lin• thoSC S►lbnlit1Cd to I Ilginecr. 3.2 CONSTRUCTION I1I-I01'OGRAPIIS A. 1•r nsetlo t o ,'1 1 1 S: IiC161V St rtil 1f,., construction, take color phot1 glaphs of ProjCCt site ,111(1 Surrounding properties from different vantage points, as dil•ected by f'ngincer. 13. '"'Odic "oIISII'"IioII I"otohraphs: Take photographs titonthly, Coillcidi',b with the cutoff elate associated with each Application (61. Payntettl. Photographer Shall select vantage points to best show status of Construction and progress since the last photographs were taken. C. Final C.'ompletion Construction Photographs: 'fake color photographs aflcr date of' SubStantial ComplC6011 fir Subll►ission as Project Record DOCUmCI1tS. I?ngineer will dirm photographer for desired vantage prints. 3.3 CONSTRIIC"PION VII)EOTAII FS A. Preconstruction Vidcotapu: liCfiue starting CoI1Stl•UCtioll, I-CCORI vidcot,lpC of 1'rojCCt site and surrounding propertics from (1111crcnt vantage points, in all arras ol,excavation and as directed by Engineer. eI;NI) OF Sf?C"I'IC)N 013 22 C 5X59100 0I 122-3 1'I 1CYR)GRA1)1-11C R0 -- 12/12/0:3 1)OC'I MH'NTATI0N BASIN 3 SANITARY S1AVFR SYS'I'I{M RFI IAIM I'I'A'I iO N CITY OF .ilSl FI.;RSON, MISSOURI SECTION 01330 - SUMMI TAI, PROCI-A)1.IRFS 1)ART I CiINHRA1, 1.1 RI.;I.ATUD DOC'U11 I-XI'S A. Drawings and general 1)rovisiolls ol'the (.'olltl•SICI, including; General told Supplementary Conditions and other Division I Specification ScclioI)S, a1)l)ly to this Section. 1.2 SUMMARY A. This SCClioll includes ldl)lillislrativc raid Ilrocedursll requirculclits for subnlittilig Shol) Drawings, Product Data, Samples, and other Illiscellancous sllbnlittals. B. Related Sections inciude the following.: I . Division I ScClloll "Colisll'llClloll P1•ogl-CSS DOCUMCIItaticlll" 1101' SLIbIllltting; schedules and reports, including Contractor's Construction Schedule, Schedule of Values, and the StlhllliltIIS SchedldC. 2. Division I Section "Quality Requirclrlc:rlts" 101. subruitting; test and inspection reports. 3. Division I Section "Closeout Procedures" fol- submitting warranties and 1'1.ojcc( Record Documents. 1.3 DEFINITIONS A. Action Submittals: Written and graphic information that requires Fligineer's responsive action. B. hlfurnlational Submittals: Written infiornlation that does not require 1 ngineer's approval. Submittals play be rejecicd fur not Complying with requirements. 1 .4 SUBMITTAL PROCTIDURFS A. Coordination: C'oordinatc prel)aratiorl and I)roCessillg ol'suhnli(tals With I)Crli)rnlamcc ol' construction activities. I, Coordinate each submittal With lilbrication, purcllasilig, testing, dclivcry, other submittals, and related activities that require sequential activity. 2. Coordinate transmittal ol` dil'lvreut types of submittals for related parts of the Work so processing; will not hv delayed because of' need to review submittals C011CHITCIItIV I01' coordination. C5X59100 01330-1 Stal3MITTAI, PROCI?DUR.ES RO -. 12/12/03 13ASIN 3 SANITARY til.Wl'.It SY;;" F.Wl RIIAlABILI•I•ATION CITY OV JI?11,1 11,RSON, MltiSOI IRl a. I'llpinecr reserves file right to withhold action on It sublllitta) relluirins, coordination wills other subn►i(lals until rehited suhnlitlnls are received. 13, Subinil(als Schedule: Comply with rcduirc lilc11ts ill I llivi!",loll I Section "Construction Progress Docu11lcntatio11" liar list of, submittals and 1111►:. requirelllcnts 1,61. scheduled llel•f61•mancC ol•related Construction activities. C. 111•occssi11Z; Time: Allow cnough tine fill• subnliltal review, including time for 1-csilbrltiltals, as Collor-,\.S. Time Col. review shall commence on higincer's receipt of submittal. 1 . Initial Review: Allow three weeks for initial rcvic,w of each submittal. Allow additional tirnc if processing must he delayed tc� 11Crmi1 Coordination with subscductlt sublllittals. C?ngincer will advise Contractor when a suhn►illal being Ilroccssccl must be delayed 611.Coordination. 2. 11' intermediate Submittal is necessary, luoccS:; it in same manner as initial Suhnlittal. 3. Allow three %necks liar processing each rcsuhnlittal. 4. No extension of the Contract Time will be authorized Iaecause of, fiailurc to transmit submittals enou gh in advance ()!'tile Work to hermit processing. D. Identification: Place a 11ern1a11ent label or title block on each Suhnlittal I61• identification, I . Indicate name of 1-11-111 or entity that 1lrclru•cd each submittal on label or title block.. 2. Provide a space approximatcly 4 by 5 illClleS on label or beside title block to record C'ontractor's review and approval and action taken by Hilgincer. 3. Include the lilllc Vilig it,161.1natloll can label fin• plocessing and recording; action taken: a. Project 1111110. h. Irate. C, Name and address of l ngincer. d. Name and address ofConlraclor. C. Nanlc and address of Subcontractor. C. Name and address ol'supplier. g. Nvnc ol•nlanufacturcr. h. Number and title ol•approprlatc Specification Section, i. Drawing nurllber and detail rcicrcnceS, as a1111rullriafc. E. Deviations: Hig;hlip)ht, encircle, of otherwise identil'v deviations I•ronl the Contract Documents on submittals. . 'Transmittal: Package each Submittal mdi ldually 1111.1 a11111-0111-tatcly I()1- tranSllllttal and handling. Transmit each Sllbtlllttal using; a transmittal li0rnl, l"Al incer will retut•11 Sl1bI111tta1S, wllhollt I'CVIC\1', received fl•olli Sources oilier (hall Contractor. C5K59 100 01331.1-2 Si IliIMl'I TAI, I1lMCT'1DU1ZI S RO _. 12/12/03 14ASIN 3 ,SANITARY SI-MER SYS'I'I?M RI:I IABILITA'1 ION CITY OF J(,FVI?RSON, MfSSOURI I , Oil an attached SCparalC s11CCl, I1rCpa1'Cd Oil C0111r'ilc'1t)1''S lcllCHWild, 1'c'l'ol•d 1.00 illit intilrnlaficln, rccluc;sts tilt data, revisions other than those rucluCF;lccf by I-.n"Iflecl. on previous Submittals, and deviations frorll rcduircrncnts of the Contract Documents, including; minor variations and limitations. luchldc the same label inlill'nlatiorl as the related subillittal. 2, Include C'onli'velc)t's certification Staling 111;11 illli)i'nlation suhillitted complies with requirements of'(fie Contract I oculliclits. G. Distribution: Fin'nish copies of linal submittals to nianufaCturcrs, stthcorttractors, suppliers, fiibric:ators, instillers, a►lilloritics and others as necessary fi)r perli)rnli►11ce ol•construction activities. Show distribution on transmittal (oohs, I1. Use 161, C'onslruction: Ilse only final submittals with mark indic;lting action taken by fI grocer in c'oni►cction with Construction. PART 2 - PRODUCTS 2.1 ACTION SUBMITTALS A. General: Prepare and submit Action Submittals recltrircd by illdividltal SI,CCification "ectiolls. 'I. Number of Copies: Submit Cifl,ht (8) copies of' each Submittal, Ililless otherwise indicated. f?.nbincer will return (our collies. Mark up and retain one returned copy aS a Pi-0JCCt McCord I:OCUMCIA. a. Submit two Copies of each submittal where selection of options, color, pattern, texture, or similar characteristics is required. Filgineer will return submittal one copy with options selected. B. Product Data: Collect inforillatiorl into a single submittal 161. cacti clement of Construction and tyllC of pr'odtict or cduipnlCnt. 1 . If' illlcll'lllatloll must he Specially prepares! (or subiilitt,11 IK.-cause standard printed dam are not suitable for Ilse, submit iI,; Shop Drawings, Ili.)( as Product Data. 2. Mark each copy of each stihmittal to Show which products and options are r applicable. ■ 3, 111CIndC the fi)llowillb illf01'114111o11, as al)j)licahtc: a, Nlanuf lcturc:r's written recommendations. b. Miululaelurcr's product specifications. C. Mamdilcturcr's installation ins(ructions. d. Mall111"'1 tlll'Cr'S CatalOg cuts. C. Standard product Operating and limiliteli'llicc II);11111ids. C5X59I00 0 13 30-3 SI113MITTAL. PR0CI:I)LJRCS 110 . 12/12/03 I3ASIN 3 SANI'T'ARY SI-,WI?R SYS'T'EM RIAIAIM,I'I'ATION MISSOURI 1'. Corllphallcc with Iccol~rliied track association standards. I;. (.'onlplialice with recognized testing ilgcncy stanclarcl;,. I. Application of tcsting agcucy labels and seals. i. Nolation ofcoordinalion rcduirem nts. C. Shop Drawings: Prepare Project-specific ill f61'111ahol1, drim-11 accurately to ;icalc. Do not base Shop Drawing's on I'eprod(lctlons elf illc (. wIt1'ilct Documents or slandard l)l'IlltCd dillil. I. 1'rcparako n: Include the following 611,61.11latiull, as applica{lle: a. Dimensions. h. Identification of,products. C. Fabrication and installation (11-mvings, d, Schudulca. C. Design calculations. f. C'onlpliallcc with specified standards. g. Notati011 ol'coordinatiun rcclllircnlcnts. h. Notation ofc.linlcllslons established by field nleasurcnlcnt. D. Samples: I'rcparc physicrll units elf materials or products, including file 1o1lowirlg: 1. Samples for Verification: Submit full-size Units or Samples of size indicated, I)repiu•ed front the same material to be used lOr the Work, cured and finished in 111"11111cr specified, and physically identical with the product proposed fill. use, and that show full range of Color and texture variations expected. Samples include, but are not limited to, the following: partial sections of lrlar ill filcturcd or Ihbricated components; small cuts or containers of materials., complete units of' repetitively used materials; swatches showing color, texture, and pattern; color rallce sets, and components used till. iudcpcndcnt testint and inspccti011. 2. Preparation: Mounl, display, or package Samples 111 manner spcCltled fry facilitate review of dualities indicated. Attach label oil unexposed side that includes the 161lowir►g;: a. Generic description of Sample. h. Product name or niulle of nlanufacturcr. C. Sample source. 3. Submil Samples for review of kind, color, paltern, and lexim-c for a final check of these Characteristics will) olhcr elements and till. a comparison of thcsc r;bar ictcrisfics between final submittal and actual Coll 1poncnt as delivered and installed. C5X59100 013;30-4 St1MMITTAI. 1'1MC FIDUR S RO --. 12/12/03 BASIN :3 SANITARY SIMI:R SYSTFM IMAIAMITI A'I ION CITY OF .1111TA'.RSON, NI ISSOl ►R I ;►. If,val-iatir+rt ill color, pattern, texture, or uth( r(h:rrartcrislic k irlhercrlt ill the product represented by a Santp!c. submit at (Cast threc sets of paired units 111111 show, approximate limits 0l'the v:u•ialions. b. Refcl. to individual Specification Sections liir rc(prirenlcnls liar S;uulalcs 'hat illustrate wortclunnsh11), fabrication tceh11iques, details 0I' assembly, cclrinccliorls. oper;llion. :1nd sinlilarrunsUuetio11 characteristics. 4. Disposition: M;lintain sets of approved Samples at a location dusillnatc:d by tile; Owner, available for (lualily-control compm•isolls throllf; 13ASIN 3 SANI'T'ARY Sl'"T,R SYSTI-M RI:I IAItII, TATION CITY OW .f11-TTRSON, MISS01 lRl Specification (WPS) and Procedure Qualification Record (1101?) on Aws forms. II1CIjl(IC rlan)CS of fir)r1s and 1)crsonncl ccrtillcd. I . Installer Ccrlificales; Prt1mre written statemcnts on nlanulilcturer':; letterhead certifying that Installer Complies with rccfllirci)lents ;111d, where I-equired, is authorir.ed fill- this specific Project. 1 . Mauufilcturcr Certificates: Prepare written statcr11er1ts on n)anufilcttll•cr's letterhead certifying that 111;rnuf;lclurer Complies with reduircnlen(s. Include evidence of r11ar III facturi11g expericnce where re(Iuired. G. Material Certificates: I1rCl)d1-C w11110) statel))cnts on n)anulilcturer's letterhead certifying that material complies will) Ic(Illirel) cws. I.I. Material 'test Reports: Prepare rcport s written by a qualified testing agency, on testing agency's stluulard form, indicting and interpreting lest results of material for Compliance with requircilli'llts. I. P►'CCOI1S(rLle6011 Test Rcl)011s: Prcparc; reports written by a qualified testing agency, on testing agency's standard 1;11-111, indicating and interpreting results of tests performed before lllslaI)at ion ofproduct, for corlll)li;ulcC with I)erlo I'll l.ulCC rc(Iuirenlcnts. J. Compatibility Test Reports: PI'Cl)ve rcl)orts written by a d11a1ilic(1 testing agency, 011 testing; agency's standard Firm, indicating and interpreting results of Compatibility tests per(ornlcd before installation of product. Include writter, reconln)cn(fation5 fir primers and suhstralc preparation needed f,)t• adhesion. K. field 'test Re orr,: Prepare reports written 1)), a e ualiicd testing agency, on tcs(irl b agency's standard furl)), indicating and interpreting results of field tests per(orincd either during installation of product c,1- after product is installed in its final location, for Con1I)liancc With rc(Itlircn)erlts. L. Product 'Pest Rcports: Prepare written reports indic�ltinf; Current 1)1*0(11Ict produCCd by nlanufactul•Cr con1l)liCS with rcquirenlents. Base relu)rts on evaluation 01' tests Performed by n)culufactru-er and witnessed. by a qualificcf testing agency, or• on cot111)rc})cnsive tests perlornlcd by a qualified testing agency. M. Maintenance Data: Prepare wriltcn aild graphic instructions and procedures (or operation and 1101.111,11 maintenance of 1)roducts and cduil)nlent. C0111I)ly with requirenlCrtts in Division I Section "ClOSCOLIt PrOCC(ILINS". N. Design Data: Prepare written and graphic: irll61-rllati0n, including, but clot limited to, l)erfornlancc and design criteria, list of applicable codes and regulations, and calculations. Include list of assuml)tions and other pert61-111uu1ce and design criteria and a sun)t)lary of loads. Include load dial;ranrs ifapplicablc. Provide nall.)c and version of software, 11any, used for calculations. Include pagc nt1111bers. C5X59100 01330-6 SUBMITTAL PROCf?DURG,S RO-- 12/12/03 BASIN 3 SANITARY S1.,'W 1,AZ SYSTEM RI?I IAII11,ITA'I'lON CITY OF ,flll'III"I RSON, NIISS01,JRI O. Manufacturer's Instructions: Prepare written m. published infornmtior► that documents nlanuli►cturer's recommendations, guidelincs, and procedures 161. installing; or opc rating a product or equipment. Include name of" product and Want:, address, and telephone tlunlbcr of,nlamufacturcr. II1CILRIC the 60110\011g, as appliC lhIC: 1. ('reparation of substrates. 2. RCduii•cd substrate IolCranCC5. 3. Sequence of installation or erection. 4. Required installation tolerances. 5. Required adjustments. 6. Itcconlmcndations 161. cleaning; and protection. 1'. Manu(ilcturer's Field Reports: Prepare written information docunnciihng fiactory- authorized service represen(ativc's tests and inspections. Include the following, as applicable: 1. Namc, address, and telcphonc muncher of factory-aulhorircd service representative making report. 2. Statement on condition o1' substrates and their acceptability loi' installation of product. 3. Statcnlent th',►t products comply with rcduirenlcnts. 4. Summary of installation procedures being Collowed, whether they comply with requirements and, If clot, What corrective action was taken. 5. Results of' operational and other tests and a statement of whether observed performance Complies with 1•Cquiremellts. ® 6. Statement whether conditions, products, and installation Will oflcet Warranty. ■ 7. Other required items indicated in individual Specification Sections. Q. Insurance CCI'tifiCatCS ',lnll Bonds' Prepare written Illfol•Illatioll indicating Current status of insurance or boning coverage. Include manic of entity covercd by insurance, or bond, limits of'coverage, amounts of deductibles, Wally, and t(;rnl o1-the coverage. PART 3 - I-XECUTION 3.1 CONTRACTOR'S REVIFM A. Rcview each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to I:ngince)-. B. Approval Stamp: Stamp each suhnlittal with a uni(ilrnl approval st',tlllp including a statement certifying that suhnlittal has hcen reviewed, checked, and approved for Compliance Nvith the Contract I oculllcilts. Sign and date. ('5X59100 01330-7 SUBMITTAL PROCEDURE S RO 12/12/03 y 13ASIN 3 SANI'l All l' ,Sl' ER SYSTI'M RFl I All 1111 A'I ION MISSOI Ik 1. '['Ile pr;tcticc 111' Su(-)nti(llllg incomplete or unch,.Tkc(1 sht)1) drawings low the 1`11g,inecr I() correct or finish will Ill)I he acccpt:lhle, :111(1 shall (IrawinL's which, in (ht' opinion ul' (fie Fligincer, Clearly indicate that they 1mve not becn checked by the ('ontractor will be cunsi(Iere1 as not contpl-Jil �, with the intent (11'tile Contract I)octlnlenls :11111 will he rcturnc(I to the ( 'r)ntraclur fi)[' 1-esuhlllissiun in the proper !;)1-111. 1 3,2 FN(ilNl',I R'ti 1\( "I'ION A. ( iencral: I.nivinccr will not review submittal lief (lo nul Dear 0111tractur's approval slamp Anil will rclurn them within action. 13. Action Submittals: I:ngli eer Will review each submittal, nmkc nr,uks (o indicate eurrectiOns 01- 111011ilkiltiMIS rcquire(I, :111(1 rc(lu-n it. I?nJ1,iuccr Will sl;unp c:lch Submittal with all :Ictit111 stalltp and will 111:11'k stamp approprlatcly (t) indicatc action taken, as lo) wS: 1. "Approved": the work cut,crel by ilic submII[ l In,ry proceed within file construction schedule. 01- Sequence, l)rovi(lc(I tilt' wOrk ctmiplics with the rccluirements of the Contract !)Ocements. 2. "Approved as Noted": the wurlc covered by the suhnlittal may proccec) within (he Construction sche(lulc or sequence, provided the wm-k complies with the notations or corrections o11 the suhnlittal and the requirements ul'tllc Uwltract Documents. 3 "Nut Appruvccl": (It') not proceed with the \\uric covered by the submittal, including purchasing, fabrication, delivery, or Other activity. Revise or prepare a new submittal according to the notations; resublllit withuul delay. 4. "Wort: May Proceed": The Filginecr will only use "Work May Proceed" when the Submittal specifically requests permission w initiate work, such as when construction scducncinn is Critical. A detailed com;truction sequence for the work covered by the submittal must he included with such a request. "Work May Procccd" rllcans the work covered by the suhnlittal play proceed a;; set forth in the Sequence suhntittel. 5 "Work Niay Mot I)rucced": The I',nglilecr will only use "Wort: May Not Proceed" �,vhrn the submittal Specifically requests permission to initiate work, such as when construction sequencing is critical. A detailed construction Scqucnce fur the work covered by the suhnlittal must be included with such a request. "Work May Not PrOCCC(I" 111ea11S the work CIMTI'(I by the suhnllttal Inay not pr()ccc(I at this time. revise: the subnlitlal accortlillg to the 11Ota(io1►s Or (on(((ions; resubmit without delay, 7. "1)o Nut RCSIibnli( a revision nc1.-(1 It()( he suhnli(IC(l. I l( wevcr, a1) notations or elrrecl MIS made url the suhnlittal must he cumplied with. S. "Submit final ('crlilled": When the Engincer marks :1 sul)rnittal "Submil Final C'crnfiel," prepare ;111a suhillit a linad, dimensionally certified drawing, Includinti ally nolaliol►s ur corrections rtlade, submit \\ ithOUl dekly. C5 X5t)Io(► tit IMMITTAI, PRO('I-.DURF S RO 12/12/03 lu BASIN 3 SANITARY SIMFR SYS'TL?M Rl,'IIAMLITA'1'ION CI'T'Y OV JL'- FT1-'RSON, MISSOURI 9. "Review Not Required": When the F?ngincer marks a submiltal "Review Not Required," the submittal has not been reviewed by the engineer. The engineer will not review SUbMi(MIS made ('or record purposcs only or submittals not required by the C'ontract I)oe11111cnts. C. In(orm.►tional Submittals: Engineer will review each submittal and will not return it, or will rcjcct and return it if'it does not comply with requirements. 1:11ginecr will Forward each submittal to appropriate party. 1). Submittals not required by the ('ontract Documcnts will not be reviewed and may be discarded. END OF SECTION 01330 C5X59100 01330-9 SUBMITTAL, PROCF?DURES R0 -- 12/12/03 BASIN .1 SAN ITAR`r' SIiWVR SYS'I I-'M RI'I IAIIIH I'M It)N CITY OI' .II;I I I Ittit 1N, h11tiSC)1►Itl SC;C"PION 1)1,11)11 - QUALITY RI'.(,)( ►IRI"IMENTS PART I - GI?NI`.RAI. )O I *S 1.1 RI;LA I I;I I ( l,I��II�.N I ,. rA. Drawings and general provisions of IhC COIIIrnct, illdildilIg 6cnc1-111 ,111d SuppICIIlCnt;II-y (:'onditions and olhcr Division 1 Spccilic •boll Ser.lions, apply to this Sl.clion, 1.2 S I I M M A R Y A. This Section includes administrative and proc•cchrral rcduircrllcnts lily dlrality assurance and duality control. B. I CStllly, mid inspecting SCITICCS al'1: I•C.'CIIIINd t(I VVI'Ity COMI)Ii:111Ce With I'CCIIIII'Clllellls specifiCd or indiCatcd. TIICSc scrviccs (10 not IClievc Contraclor of responsihility (61. Compliance with tile. Contract Document rcduircnlc;nts. 1. Specific duality-control recluirC111Cnts lily individual construction activities are spQci(icd in the Sections that specify those activilics. Requirements in those Sections may also cover production of,.;lanclard products. 2. Specified tests, inspections, and related ;Ictions do not limit Contractor's quality- Corllrol procedures that filcilitalc ConlpliancC with the C 0IItl'1Cl 1)oc11MC111 requirements. 3. Requirements for Contractor to provide cpaality•Control scl•viccs rccplircd by Filgincer, (honer, or aulhc,ritics havint; Jurisdiction arc not limited by provisions ol'this Section. C. Relatud Sections incitide the li 11mving: I. Divisions 2 through 10 Sections liar specilic test and inspection I.C(I►airenlcnts. r1,3 1)HI-INITI0NS A. QIJ llity-Assurance Services: Activities, actions, and procedures perlormed before 111(1 during; execution of the Work 10 dcleCts and deficiencies and crisllrc that proposed construction C01111lics with rcduirCnlenls. 13. Q11,1lity-C'olltrcll Soviets: "Pests, insplxtions, procedures, and related actions (1111-ing and 111cr execution of the Work to evalultc that Completed construction Complies with requirements. Services do not include contract Cnlilrccnlcllt activities perlo meet by Filgincer, CM59100 01400-1 OHALITY RHQUIRI.-W NTS RC) - 12/12/03 IWSIN 3 SAN I'I'AIZY `kWFR SYS'I I,M RI•;I IAltll.l'I A'I 1ON CITY OI• ,IF1I I I;,RS( )N, i\ ISSOUIZI ('. Tcstiiq, Agency: Ali oilily Cll1.:1,;IV1L'd lu I)el'li,)Illl sl)ecllil• tcsl,., 111;;I)cc•liufls, O1' hclill, 'I'cstillg lahuralory shall nlcall the sarl►c as (csIlli'v, illmicy, 1A `,t111MIl IAI .s A. Olmli11calloll 1)iltdl For tcstllll!, aj.,eclll'lvs SIwc'lllecl in "Quality Asslll'ance" Article t(1 demonstrate their calulhilitics and expel-IL11cc. IZct )orls: I'rc r,irc a11d suhlllil ccrlilicd wriucn rc WIIS 111'11 il)CIIIIIC t11c 1i111MVin ;: 13. I I I ! I , I)ate of isst)c. 2. 11 rojcci tide. 3. Nallie, 11ddress, 11nd IcICI)hunc nulnh(Ar u) Icslilll', ilyulwy. =1. 1)i11CS Mid lucilliotts ufs11111I)Ics 1111(1 Wsl,!; or ill."Iwctlolls. 5. Name,; ol•individuals making test-, and itisl)cctiu11s, 0. Dcscril)tiun ol'tlic %Vork and Icsl Jlld iusl)ccti+nl 111011(u1. 7. Identilicatiun ol'pruducl and SI)ccilica(lull Scrti�)ll 8. ('amulet( Icst or inspection dala. (). 'test and inspecliun results iuld :ul intc•I III C1i11iu1) cditcsl IVS11111s. 10. Ambient conditions ill ti111c ol'sanlulc.• lakinl; mid testin}; and insuccting. 11. (•o1111r►cnts or urul,cssional opinion oil w nether Icslk-d ell insucctrd Work complies with the ('ontract I)ucrin)cnI rcculircillcnts. 12. Name and sit,1rlaturc c)f lahorinary i11succtur. 13. IZecunu11cndatiolls un rctcstilll,�, ilnd rcillsI)LOIlltl,. 1.5 QUALITY ASSURANCF, A. Fabricator Qualitic'Miuns: A firm (.•xucricuccd in uloducnll!, products similar to those indicated 161- this Prolect '111(1 with a Iccurd of snccess I'll I In-scl'vir.c ucrli)r11riulce, as well as sulficicnt production caI)acity to uruducC rctlnircd units, fi. I ac tory-Au111urized Scrvicc IZcprescnI;hive ( lua1iliciIIic►I)s: An ailtIloriml representative ol' 111au(Ililclurcr wilt) P Inmllcd and approved by Iniululi►clurcr to inspect installation products 111,11 111'( Sllllikir ill In;1lCrlid, d('SIL;II, Mid CXICl11 lu those indicalcd low this I'rujcct. ('. 111SMIlel' Ou11lilicillMIVS: A 1'1111 cr individull cxl)cricnced in ilIM11111tl, crectin}; I3ASIN 3 SANI"I'ARY SIMI{R SY`;'I'I'•ti1 RF11AII11.1 I'A'I 1()N I:It`;t►N, NII SSW IRI I,. Profcssionril Flilgincer (>uahfications: A p)rol'ussionrrl cilgilleer who is legally qualified to practice ill jurisdiction where Projecl is located and who is experienced in providing engincering services of the kind indicated. I rlf,Illectimg services are (Milled as Il)ose per1,61-nled liar installations ()I'file system, assembly, or product tl)al arc sinliLu• to those Imedicated for this Proicc•t it) lnalcrial, design, rnld exlcrlt. 1'. 'testing A�',ency QUillifications: Ali af,cncy will) (lie cxpericnce anti Capability to conduct testing; and hispcc•lirlp; indicated, as documented by AS I'M 1: 5.18, and that spcciali•r.es in types of tests and inspections to he pl:r(iltntcd. I1 .0 Ot IAI,ITY ('ONTIZ( )I. p� A. Contractor Responsibilities: UHICss oll)crwisU iridicl►Icd, 11rOvicic clualily-control ® services specified and required by authorities having jurisdiction. I 1 . WhCl-C serV.ices arc incfiratcd as C'ontrac(or", responsibility, cligage a qualified testing; agency to pel'fol•ill these clualily-control services. 2. Notify tcsting agencies at least 241 hours ill advance of time when Work that requires testing or inspecting will he performcd. 3. Where duality-control services are indiculvd as Contractor's responsibility, submit a certified writlen report, in duplicate, ol•carcl) clualily-control service. 4. Testing and inspecting; requested by Contractor a lld not required by the Contract Uocullields are C'ontractor's responsibility. 5. Submit additional copies of each written report directly to authorities having; jurisdiction, when they so direct. B. Manu(aclurcr's i'icid Services: tt'l)ere indicated, engage a fitctory-authorized service representative to inspect lield-asseVlblecl r.on11)onc:nts and c(luil)nlcnt ins(allation, including; service connections, RepolI results in writing. C. R.etesting/Reinspecting: Regardless of \+Nether original tests or inspections were C'ontractor's responsibility, provide (Iuality-conU•ol services, including retesting and relnspecting, 161. construction that revlscd or replaced Wort: that fililed to comply with ' requirements established by the Contract I)ocunlcnts. 1). Testing Ag;cncy Itcsporlsihilitics: ('c)crperaltc wish l:nf.�incer and Contractor in performance of, duties. Provide qualiked persollilel to per161.111 requited tests and inspections. I . Notify t l n1"J11Cer lld ( ontracor Ironptly of' irrck;ulrll'itics or deiCICllCIes observed in the \Vork during, periormance of its services. 2. Interpret tests and inspections a ild state in each report whether tested and inspected work complies with or deviates In1111 rcquircrtlents. 3. Submit it certilied written report, in (1uI)licutc, ofeacl) test, insl)ection, and sill)ilal- quality-controf service thl-01Wl) ('orltractor. ('5X59 I00 014100-3 OUAI,I'I'Y RI'.QUI RIM FNTS RQ - 12/12/03 BASIN 3 SANITARY Sl,,WI;R SY`TI;,M RIAIAIi11,I A ION ('f l'Y O1 .II-III-I"IkS( )M, i%IISSOI j R 1 -4. Do) null 1-clulse, Ievokc, alter, Or incrcatic requirements Of the r'Ontraet D(wilnlcrlis Or approve Or accept miN, hurtimi ()I'tliv Wm-k. 5. Do n01 hcrl'�)1-lr1 ;Illy duties of'( 'olitMCIOr, 4 I;. Associatcd Services: Cooperate with ;lgencics hcrli)rnlinh rcduired lusts, inshccti011s, ' Mid sirnil;u' (IMIlity-cO11111 I ticrvires. ;Intl hrovidc reasonable auxiliary scl•vices as re(Iticsted. NOlily agency sidf'wientl�' In a(Ivanee 01' )her;llimis (O herillit assignment (11' hcrso(lnel. Prt)vide the 66111 ,in),: 1 . Acccss IO the Wm-k. 2. Incidental lahOr and Iiacilitics necessary 1u 1';Icilltatc' Icstti and inshec(i()Ils. 3. AdC(111,11('. (IllalllitieS 01 1Vj')l'CSL'lltalll'(' SM11))ICS O Inat(:1MIS 1110t I'e(Illire ICSting alld illshccling. Assist agctic.y III ()btail ing Samples. 4. Facilities IOl' stOr;ll;e ;1111 Ilcld-cIlrint, ()t'leS1 samples;. 5. Security and pr(ituclion I'Or sample's and lilt teslint; 111(1 inshcctintr, eduihlt)cnt al a locolic)n designated by the Ownur, I'. Cool-dinatiml: Owr(illalc se(lucncc Ol, activities (t) acc(millmdale required quality- ;ISs;urancc and (ltrality-cmill- )I services with ,I Ininilmlm Of'delay alld w ilv(6d necessity o 1'eill(wilig and i'eplacllll; cmistrucll(Il1 I() aCC011llnOdale lusling, all(I Illspcclllig. a I'nIt'I' 2 - PIZC)I)tJ("I'S (Not Usc(I) 4p PART 3 - I:XI;C'I I'1'IC)N 3.1 REPAIR AND 1'IZO'1'j7('TION A. General: Oil completion Of' les(ing, inspecting, sampIc liking, and similar services, repair damaged cunstructi011 111(1 re810rc substrates and finishes. 1. Provide materials and cOUlhly with installation rc(luirclllcnts speciIIlCd in Other Sections of these SD)ccilicati011s. Rcslol'c hatched areas and extend restoration into adjoining areas in a nulllllcr that clinlirlatcs evidence nl'palchilig, 13. Protect cmislructloll exposed by Or 161• duality-cmilr(d s(,-l-\ icc activities. C. Repair and pf"Weelion arc Colitrac im's resix)nsibilitY, ►•cpardles"i ()I' the assil;nlr1c11t oW responsibility 161' duality-control services. 1?ND OF SI'CTION 01400 C:5X59100 01-100-4 QUAl, TY Ill QlllltfiNIHN'I'S RO -- 12/12/03 I►ASIN 3 SAN I'I'ARN' SkWER SYSTFINl 1*1IA11111 VA MIN CITY OI .Ilil I'I'RSON, MIS`()I I R I SFIC TION 01420 - R1 FI.`,,RI;NC F STANDARDS IIAR'I. 1 - (ilsNI?RAL, A. Drawing's an(I general provisions ol, Contract, including, ( iCneral ;llul Supplementary Conditions and other Division I Speeilieatioll Seclions, apply to this Section. 1 .2 UFFINITIONS A. (.iuncral.- Basic Contract clClinitions arc included in the (iener'll Conditions of' the Contract. It. IlllliCale(I: "['Ile M-111 "illdlCatcd" to graphic rcprescnt,llions, no(CS or schC(lnlcs oil the Drawings, or other Paragraphs or Schccllllc.s in lhC Specilicaliolls, and similar I'e(lllll'elllcll(s ill (lie Contract Doctirlicills. Where terms S,alch as "Shown," "nolC(I," "sc:hc(lule(I," and "spccilic(I" lu'C usC(I, it is to IICIp till: rea(fer IOCaIC (he rCl'Crc)lcc; na limitation on location is inlclidud. C. I)II'('Cte(1: I e1'I11S SIICII IS "(II'eCte(I," "I.Cque"wd," "'111tH ll'1%.C(l," "SC'ICOC(I," "approved," "1'C(I lire(I," and "hel'I'lll(tC(1" rllcall "dIructol by IIIC I:Ilgincel.." ..I.Cquestc(I by the 11"ligiI1CC1'," and similar phrases. 1). Approvc: The tern) "approved", where used 111 conjunction with the Engineer's action on the C'ontractor's Submittals, applications, an(I IC(IncstS, is IimilCd to the F',Il incer's duties and responsibilities as Stated in the Conditions of the Contract. 1 . Regulation: The term "Rugulations" inc{u(les laws,ordin(u►ccs, s(a(u(cs, rind Iawfill orders issued by allthorltics havlllg.jill'ISdictlon, .I„; wCI1 as rl11cs, colivel►llolls, and agreements within the c011MI'uc6011 industry (hat control perlorinance ol'llie Work. 1'. burnish: The lei-Ill "I'll rrlish” is used to 10.411 "supply an(l dClivcr 10 .1 IllCatl()ll dCSij,'ll I(Cd by Ilic Owner, ru111y I'm. (It11(�a(Illlt.'., Ilnpackllli', IIssetllbly, Installation, alld Similar operations." Install: The lel'rll "install" I", w ud to describe o ►erltinns al lrujcrl situ includin ;the actual { I t: "unlo,r(lint;, ;tssenlbly, erectio ), placili , arlc:horiml, applying, working to ' dimension, lll.lishllig, l'lll'lll�,, 111Vle('ll V, ('Ieillnll►1„ alld S111111"11' opc Iliolls." 11. Provide: 'I'lic terns "provide" cleans "lo iurlwdl ;111(1 install, complete and ready I'or the interl(le(1 use." 05X5910() 01410-I S'1'ANUARDS RO 12/1-2/03 I1ASIN t SANI l ARY SF\Vkk SYS I FINI kl l IAItII I I';1 I I( ►N ( '1'11' t ll, .11-1.1,FI0i ON, tiIISS( )I I I t I I. Ills);lIler. :III "IIIstilller" is I 11 C(11 it o 1 an entity cllr',li",V(I by Ihc Cm cif hc 1.as ;111 eilll)loy'CC, `ubcolltractol', 01' Cniltraelol' 01 In\Vel' ticl lili' I)l_'I li)I'Ill;llll'e of a particular c•()n�Irurtic)n iicliyily, Including ins(all;llit)ll, crcclinll, :IpplirMlio11, and similar operations. Ins1Mllers N C require(( to he exlmrirnccll in OW o1v,rMtiOn>; IIIc•y me cntr.n��,cc! l0 perform. I . I he ICrlll "c\ )CI'ICIICCt1," whC'll IISC(1 Willi (Ile IC'I'lll "IIl>(ill Il'I' " IIICNIIS having, ;1 nlillinllull of five prryious proicc:ls silnililr in si c ;Intl Scope to Ibis Project, hiring, liu►liliar wilh (hc special rcquilc11lCn(S illdic;1101, ;Intl hMVrllt, Complied with requirc illcills ()I,the alllhnrily h:IvIli1i-,.j III i.�;clic•lillll. 2. I I':ICICs: I, iSl• OI titles SuCII as "C;11'I)CIItrV" IS VIII 111te11lle(I to 111101y that camill construction Mcliyitics must he per li)rnlctl ilk•;ic'C'ICdII d ur lulioniA'd i11cliVIdIMls o1• u �ore )oldimCllclic ; lc,� s n ) requircntcilts sl)ccilwd ;Ipply VXclusiyely I() 1FiId(`;l)Vrso11s 111' the corruslronclint_; t;cncric Millie. I, Project Site is; the "pace ;lyaililhlc to Ihc: I, 'onti-artor lily pc'I ImIll;u)rc of construcaion ildiVIIIC;;, CiIIICi' CXCI11SIVCIv or Ill cmijnlictlt,il \\ [ill n111C'I't; 1)Cffoflnlllf,Other work as par( ol'Ihc I'rojurl. HIC Cxlcnl Of tile I'rnjerl Site is >;hll\yli ol1 IhV I4owings. K. I•CSHIIg I,ahurratorius: A "Icsli11t, IMhnrillory" 1 ; ;ill i11(ICI)CII(IV11I ('11111y to pCr161111 sl)(.Ti lie insl)uclions or tests, citller a( Ihc l'rojecl S11c 01 cl'X\\hVre, Mill to IVI)orl tell .Intl, It` required, to irlicipl-ct rctiults ol'lhosV illsl)ccAww; ill llcs s 1 .3 SIT.( I1'I('ATION F(WNIA AND ('ON T1'.N I II:.`NI'I ANA I I( ?N A. Spcclhcatic)rl Format: I'llV;<c Spcc;ilication1; Mrc' 011�,uliiVd Vito I )iyisions slit( Suctions IMSC(l un Ihc CMV,lructiorl 11)slitutV' , Ill I)iyisioll li)rnlal and MASTi?R ORIMA"I' nllmh) rin1, sYst:2111. I;, S1)CC•1 hC,11Mll ('011tCnt: l ills S1))_'l'I I IC'iItlnll ((tit's;t'C'l1;1111 ('nll�('ill lollti 111 Ihl' IItiC of Iilllt,Ililgc :Intl the inlcndCd 111CMIi11t_I, ol*cc:rtairl tcrl11s, w(II(k, Mn(1 pIII:t:w-. w1wil used ill particular si(uali its or circ•iullstilncTs. 1 IICSC• 0o11yc11t10ns ,ir(' ic, (c)IlowS: I , .1 )hrCVIMtcd l.ant,uat,u; I .an1,11M1�c ilscd 111 Slr(.(.lIwaho11', and olhcr ('oiltrilct )orunlenls is the ahhrc:\ ialcd IVI)C. W(MIS ;111(1 111CM111)1.ts ';hall he int(Irl)WIc(I as :11)1)101)1 iglu. WORIS lha( ;In_' 1111plil'd, hilt 11r,( >"Ialcd :;11:111 he I111e11)olakA ;u; the SC11sc rccltlirVil. S111ttrllMr \\ordt; Will h(: interl)rl•tc'(I ;IS 1)IIIIMI ;old I11111M1 \\'orris i11(cl-pr(Aed as sillt;uliu' \\hurk: a1)l)IiC;IhIe:u1d the ('0111VSt 1)I'I11c ( 'n11lracl I )oe11►nCrlts r;o i11dicMtcs. , '. In11)L IVC and ';IrcMlnlin( d hll!1.0;11'c I' 11.1!cd 11(•11( r,111y in the S1)VCilic ;ltiu11s, ke(llllrCHIC•1115 C'.\I)rlT;SCII Ill Illk' inIpk_.I;iliVC Illnl,d ;11't' In hc.• pci lowilled by the (.'OIIH;1001'. At CC'r(ilill InCallnll`; lit Ilw tC":I, 161'clarIIV, tilihjccIivc hillt,lliltt,e is iISLA (o describe rcsl)ollsihilitic's 111;11 11111:;I he hi illcd illdli cctly by (lic( 'ontraclor, or by odicrS wIlcll so nolcd. C5 X 5 )I00 ill 1't!-' Rl"l'l•ItlMA; STANl)ARDS k() 121,12103 IIASIN 3 SAN l'I ARY SFAVI•,R SYS HM RH IAIt11.11 Al 1()N t'I'f'1' t )I' ,II':I I l:IttiON, MISSOURI RI a. The words "shall he" shall hl. inclildc(l by inlcrc.'rtcc whenwer• a colon (:) is usc(I wilhill i► SCIltcnre or I)Irrili.(', 1 .4 INDUSTRY STANDARDS A. Alll)licahilityo!'titan(lar(l:i: l'XCCI11whc•rcthel 'Onlracll)oCIIII]ntsincludenlorestringent requiremc►tts, ilhl)licahlc rolt;;lrnclinn in( usllv stalidar( s h;Ivc the Farlic lircc ald cl(ect as il'houn( or Co )iccl directly into the ('orllraC( I )oc:ulncutS to the cxterlt I-O'CIcncc(l. SLICll quilldar(!s are 11111(11; a part (it'Ihe (.'ollinict I)octilllclits by rel('Iellce. 11. I'uhliCilti011 I)il(CS: C'oinl)ly with the StAli lar(I in cllCrt as ol* (hc (l;l(c of, the Contract I)OClllllellts. C. Conflicting Re( uir•cn(ents: whc:rc c oln )hancC with two ((r nu)rc Standards 5) • 'c Conflicting I I Standards l5 , l Cc..r(I (I, ;111(1 the standards may establish (h('(i'rcnl (11, confilchlip, requirements for millllllllrll qu;ultitics or quality levels. RO'cr rcquirelncnls that arc cfil'Icrcnt, but apparently equal, and uncerlantflcs to the 1?11gilIL- 'r lily a (leclsron hcf6IV' Or•occc(fing. I. Iklirlinlunl (?uantity or (liality I•cvcls: 'I'hc quantity or duality level shown or Specified Shall he the millinlnnl f)rovi(lc(I ( rl)crli01 11Cd. 'I hcaclual installation may Comply exactly with the rninir►tlim quanilly or quality Specified, or it may exceed the lnininlunl within rcasonahlc linlil:;, In conll)lyinV; with thcsc rcyuircnlcrlts, indicated tlurticric valucs arc Ininilnunl or nl;lxinlurn, as appropriate lily the context of lilt: rc(luircluCnls. RC11:r unrcrt;lintica to the. Fnpinecr Im I decision bdore procceding. 17, Cop ics oC'Standards: I?ach ent ity eng,;IpCd in coIIS1rurtion on the Project is required to he tiuniliar with industry standiuds app Ilcahlc (o tllilt entity's construction activity. Copics of, applicable standards are not holuul with the C'orltract I)OCIIIIICIIIS. I. where copics of s(andards arc IICCd(.'d ('(W 1)('rfilrnlanCC: OCil regnir•ed Constr(uc(ion ac•Livity, the ('uulrarlor shill! uhr.ain ('ollics (lircc:lly Cronl (lie publication sOurcc. I?, Abbreviations and Naince is I I"Idc• as"ilwl"Itlllll nail►cs imd Idles of !!cncra) slandards are li•cquenlly ahhrevialed. 'I•hc l�>llo« acronyms or ;Ibbi-cvialions, as rcicrcncc(1 in (. (.11ltl'act I OCIlllICHIS, ;Ire'(IClnlC(I tl) 111(.';111 IIIC ;ItiS(ICIiI1cd IIanivs. N;Illles ilil(I;1(I(lr'csses;Irc sill')Iect to challge alld arc f)l'lle4'l'lf IO h(', hilt 111 V Hot ,1S9lll• d I(► bc', ;ICCIIr;ItC illld Ill) to d I(e as ( relate ot'C'ontrac( I)ocunlCnl>,. CSX59100 01.120-3 RI:I110"N('I: STANDARDS h(I 12/12/03 BASIN 3 SANITARY TRY til'.WI-.R SYSTI-Al A I A I I I l I AI 11 ►N CITY OI .11,1-1 I.kSt►N, MISSOl110 AASI1 !'O ;lntcrican Associationof'State I(igimay anci 'I ran;;lic7rtation OI'licials -144 North Capitol Sl., Suilc 25 Washington, IBC' 20001 (202) 02.1.5X00 , � (. I Auteric; c ut ( Hereto In st ►tt tt c 1'.O. l;ox I c)150 Detroit, ill 48,219 (313) 532.2000 I■ A(-'I'A Amuncart Concrete file Assm. 8300 Boone I;Ivd., Suite 400 Vienna, VA 22 180 (703) 821 -I91M AISC' American Institute of•StLcl ( 'onsuuctiun One least Wacker Drive, Suilc 3100 Chicago, 11. 00001-2001 01 2) 070-2,100 AISI American Iron and Sleel Institt►(c, 1 133 Fificenth St., NW Washington, I)(' 2t10Uti (20>) 45 2-7100 ANSI American National Slantl;urtls Institutc 1-110 Broadway New, York, NY 100 18 (212) 35.1- IMM ASCF American Society ol•(')vil I`,n);inec•rs 345 least 47(It S(recl New York, NY 10017 (21 2) 1105-;2211) AS'I'M Allicrican Society litr I•estittki, ;utc1 1\/IMerials 1'110 Race St. Philatl+_Iltltia, PA 1'1103 (21 )) 299-S;100 A W\VA American Water Works Assoc. 0060 W. (,lttincy Avc. I cm-cr., CO S02.5) ( 303) 71)-1-771 1 HISS Mantikadurers Stanclardl/..a(ion Society ol'llte Vul'Ic and Fittinlr,s Intltistiy 127 I';m-k St., NI? Vienna, VA 21.1;;0 ('16-3) 281 -001 3 C,5X59 100 01420-4 RI-.'I;RI?N('I`. STANDARDS R0 12/12/03 IIASIN 3 SAN1'1'ARY SFAVI"R SYS] I-;NI RI;IIAIIIH 1'A I I()N ('I'I1' OI ,II?I I I.IttiON, NIISSO 11RI NRMC'A National Ready-Mix Concrete Association 900 Spring St. Silver Spring, MI) 70910 (3111 ) 587-1.100 NSF National Sanitation Foundation 3175 Plymouth Rd. P.0, Box 1408 Ann Arbor, MI 4,8100 (313) 709-8010 PC'A Portland Cement Assoc. 5120 C)Ill C)rchard Road Skokie, 11. 00077 (312) 900-0200 1.1 1.1 Underwriters' I,aboratoriCs 333 I'lingsten ltd. Northbrook, 11,00002 (708) 272-8800 I�, Federal Govc►nment Agencies: Names and titles of lateral government standard or Sheeilication producing agencies pure oRcn ahbrevialud. The 1611owing acronyms or abbreviations rulercnced in the Contract Documents indicate names of, standard or Sl7ccifici►tion producing Igci►cies ol'tl►c I'Cdertcl MONTrnn►ent. Nanies and addresses are subject la change but are believed to he, but are not ass11red to be, accurate and up to date as of,tile elate of,the Contract Documents, CF." Corps of'Fngincers M.S. Department ol•the Army) Chiel'of'I"'ligincers - Reflelml Washington, DC 2031-1 (202) 272-0060 C:I'A I.:nvironmcntal Protectlol► Al,el►CY 401 M `I., SW washin)..;ton, DC 204w) (;_02) 382.21100 I S Federal specil1catloll (hom ( itiA) Spccilicalions (11111 (WI'SIS) 71h and D tit., `%V Washington, N, 20,1M) (2112) -172-22115 or 172.21,.10 (1111, N'lilit,►ry Slandardiialiou I )oc•u111011ls (11.S. I)char(I nc:nl 1"-11sc) Naval Publication~ and Fm-ms ( 'e111or 5501 'Tabor Avc. I'hikidelhhia, PA 191:'.0 0SI IA Occupational SAICty and I1c'allh Adri►imslr'11*1011 M59100 01-1.10-5 RI-' 'I:,RLNCIa STANDARDS R0 - 120/12/03 ■ ItASIN 3 SANI'T'ARY SI-MF,R SYSTEM RFflA lift .f l';�"I'f(►P�f (U's, I)ul)v•tnlcnt ul'I.abur) (iovcrnllicn( Printing O!'lice Washington, DC 20402 (202) 523-0091 1.5 CQVI;RNIN(i (tf?(iUL,A'I`IOIv'S/r111'('1(()(tl'I II:S A. '1110 I?nf;inucr has corltactc(I authorities having; juris(li(-tioll w))crc ncccss'lly to obtain inlirrnls►tion necessary 161.preparation o(Von(ract Doctullcnts. Coll(act aufhOritics having juris(liclion directly 161. ilillorlllalion an(1 (Iccisions having, a hearing,ml (he Work. 1.0 `I..J I I v1 l TTA I ,S A. Cerlilic:tIus: ('or the Owner's rcc(,r(!s,submit r�)hi�s o(' cer(i fIC'atit1115, insl)c:etion rcl)rtrts, I'l'1(ilSCS, Ill!'I:ilhC l(711i1I sCtllCments, notices, I'cceipts 161' 1ec I)/IyIt1CIII.°i, ,Jtl(igillCnts, and similar ( oculliclits, correspondence, and records CStahllslle(I in Coll,Iunction with Compliance with standards and regulations hearing upon per(i)rnlance ()('(Ile Work. PART 2 - PRODUCTS Not Applicable. 1)AR'1' 3 - 1.,X It'(Yl'I()N Not Applicahle. 01.120 1 C'5X59100 01.120-6 Rl-'Fl?IZI.NCl,' STANDARDS RO ..- 12/12/03 BASIN 3 SANI i'ARY SI-M F.R SYSTI-Al RHIA1111 1'1'i\'1'1ON ('I'I'Y OI' .II11-1-160 N, NIISS( tl IRI SI,C"I'lON 01500 AND ( 'ON I ROI.S 1.1 RFI.A'E'I?I) DOCUNIFINTS ® A. Drawings and i,cncral provisions of*tile ('o11lract, includill)", (ellu al and Suppicrllcntary N Conditions 11111 Spiel' Division I Specification Scclio ns, i1pplY (ll (Illy; SeclioII. Si 1.2 SIININI;ARY A. I'his Section Encludes requirements for tcnlporarN I' ilitics alld controls, including M111)Orary utilities, support I;ICilitics, and sccurity '111d protection filcilities. 1.3 USF, ('11AR(11iS A. General, Cost or use charges 161, tclllporary (iu;ilitics ,Ire not r11;11'hcllFle to Owner or 1"llgincer and shall be included in the ('ontract Pl-i 'C. other cntitics to use temporary services and lilcilities without cost, Including;, but not limited to, the 1611owirlg: I . I?Itt;incc r. 2. I esting i gcllcIus. 3. Personnel okallIlorities halving,Jllrisdich011. 1.4 OUA1.1'I'Y ASSURANC'L: A. Standards: Comply with ANSI A10.6, NFCA's "Temporary l:luctrical Facilities," and NFPA 2411 1 . Electric Service: Comply with NIA'A, N1 NIA, and l if, sumdards and regulations liar ienlporary c.lectrie service. Install soviet to ('0111ply with NFI'A 70. 13. I'esls and Inspechows: Arrange lilt '1uthorltic; havinp,, iurisdictloll to test and inspect. each tenlllorary utility bclilrc Ilse. 01)('1111 requital certilicalil�Ils ,Intl permits. ('SN59100 OI io O-I 'I'I?'N,I N )RARY FAC'll..l'C1FS RO - 1211 101 A N I) CONTR0LS BASIN 3 ffn•I ION CH Y OI� .11"III?IttiON, M ISS 11111 PAR•1' 2 - PRODUCTS TS 2. 1 MATI?RIAI,S A, (;eneral: Provide Il(;w nl;►tcrials. Undalllaged, {)rcvlously used materials in serviceable curldition 111.1v he used if' .1111)1.Ovc(I by I?nginccr. Prl)Vid(: nlaterkIls stlitahlc I01' use intelldc(1, B. Cll.►in-kink fencing: Minimum 2-inch, (). 148-inch- thick, galvaniicd steel, chain-link fi►hric fcncing; millimiun 0 Icct high with galvanized st(.-cl {)i{)c posts; rllinimunl 2-3/8- inch- OU line posts and 2-7/8-inch- 01) corner and 1)(111 posts. C, Portable Chain-Link Fencing: Minimum 2-inch ()-gage, galvanircd steel, chain-link fLabric f'encin4;; minimum h feet high with galvaliizcd stccl {)i{)e {)Os(s; nlinimunl 2-3/8- inch- (..)17 line posts and 2-7/8-inch- OD corner and pull lusts, with 1-5/8-inch- OD lop and bottom rails. 2,2 1?QI)11)MI?N'I' A. G011C1ul: Provide e(I ui!)nlcllt suitahc for use inlenccd. B. field Ofliccs: Prcl; ItAtiIN .3 �;ANI'I ��Itl' !;I.GVI,k SYS ITAI 10,11AIM I 1A 11( IN CI i ti' t)I .I li l l I;Ittit 1N, M ISSO)t IIt I I,. Ficoriea! Outlets: PI-ty 'rlyconfi:,oral, NFMA poli►riiell outlets to I)rcvcnt insertion of' I M. to 1200 phigs into hi,t ilcr vl)ItaJ,e models; c(luil)1)cll wills J;rul1n11-Iiulll circuit illterrupicl•s. rescl hrlllml, "Alts pilot IiJ;llf. (.i, 11oWCr Oistribution System ( ircllils: \Vllcrc I)crnlillell dull overheats and exl)oscll for Sill•Vellli111CC, WII'ille, CII'CIIIIS, Hot cXCt•ctllllc, 1215. V iic, 20.A Pistils,, and lighting circuits nlily be no111nelalhc sllcatllcc! CahiC. I ART .3 - ,.XI?(TITION 3.1 1NSTA1,LATION, (.i1:NI?IZA1, ® A. L.ocatC filcilitics where lhcy will serve I'rujcCl alfeclI1t1MY Mill result in rllirlinluln �i interference with I)CIT61,111ilncc ul•thc W(wk. Relocalc anll luc)dffy I•acilitics as required. I Provide each tllc•ility ready 1«r IISC wIMI neatest Ill avoid llclily. Maintain and Illodify its rc(IIIII-M. DO not rCnloVC until tilcilitics arc 111) I0111",cr licellell ow are replaced by authorized use ol'con11)lctcd l)ernlancnl kiciliticS. 3.2 THMPOltARY I I'I'll,ITY lNi STAI.I..ATlON A. General: I?ngage al)I)rul)rialc local utility Company to install tenllu)riu'y service or connect to existing service, Where unlit}' c%)r111)ally I)rl)villes only hart of' the service, provide the remainder with matching. c()Illi)alihlu lualcriiils and equipment. Comply With utility C0111l)any reconunundations. I . Arlallge with utility c'onllr,rlly, ()\vuCr, and L'XislinI, u;;crs li)r IIIIIC when service can he Interrupted, il'nerc:;siuy, to make conncctimis fi)r tcnti)orilry SCIAUcs, 2. PrOVidC iIdC(.lilatC capaC'Ity at each stagc ()l colut tructloli. hctmc lullll)ol•ary Utility IS available, prm,ldc (rucked-111 Scrviccs. 3. Obtain Casements 11) bring tCllil)nrill•y 11111111e:; t() I)rl)tect Site \1'I1: I'e OW11er'S casements cannot he used fi)r that I)mpi)sc:. r13, Sewers alld Drallliwc: It* sc�kTIS ill'C iIVallahlC. I)IOVIdl' tellllll)I';IIy' C01111CClICIIIS to re►uovc CC(lllcnt shat Can be discharl;cd law lull.'. It iu c u()t available or cannot he used, provide drainat,c stitches, dry wc11s, ;lahiliialil)n hoists, and Similar tilcilitics• If' ncitlu•r sewers uor dralluwe Cacililics can he LIWI*1111V IISC(l (i)r' discbarL,c ul• uf'fl►1cnt, provide contilincrs to rcnloVC and d►:;In)sc l)I*cl1lucnt ull iilc in a Iawhll Ilmilncr. C. `Viper `+crvicc: Use of (AVIlcr's cxislilI, )eater scrVice I'd,1111iccs will he I)Crnlittcd, as long, its l'iWililies are c•Icilned and Illilintiiined in :i cnnditim) ATL-l)1Jblu to Owner. Al Substantial Cmll )Ictlon, restore• Carililic;; In cm)(11(wil cXi�ilinv, heli)re initial INC. 1 . 1)1".)vidu r'uhber buses as nec(.-ssiu) to SCIA'V I'rl)jcrl site. ('SXSIJIt)I) (JIiUtJ-:� 'I I�1�11'011Altl' l�A('ll,l'I'll: kO 12/12/03 ANF) ('ONTROI.S IIASIN .t SANl'1 ARY SI;WI•.K SYS] I,1%l R111IAItII I IA I If IN ('I I'1' OI ,Il;i l l:IttiON, Nllti;So)I lit l I). sanitary I",►cilities: Prop idC 1cr11p0rary todrtti, WilSh I"'I ilitiCS, ;111(1 drinking-water (ixtures. Comply with lg!jllalious amd Ilc,lllh codes, 1,61. type, number, location, operation, alld lllaimcnallcv (ll IxtllfCi mid kwilltleS. I . Disposable supplics: I'rovldc ImIrt tissue, Imper lowels, paper cups, and similar disposahle Illaterials 1,61. each lilcility, I mIllairl aduqua(c supply. Provide covcl'c(I wastc container; 1i01. disposal of used Ilmler'i;11. 2. Toilets: Install self-contain((! I(II10 111111s. Shield toilets (() clisurc privacy. [:. I le;lliIII,, and ( 'oolin1,,: Provide tempo-;11 y IICalIII'I, ;Intl coolin�� IV(I1111cd by collstrllctiorl activities (tlr clu-irlf� 0r drying Of c0111p1C101 ins1a11a11MIS M. 161. protecting installed construction From advast.- Cfli•clS I& Imv Icnlllcr;►t►n'es 01' IIWII 111n1lidity. Scicct equipment that will not have it hcu'Infnl Jli•ct on c•omplctcd insU111,1 lolls or c:lenlclits being installcd. I.. Ventilation and Humidity C'onlrol: Provide Ic•rllporary ventilation required by COIISI IC6011 ;lctivitics lilr curing, or (Iryini, ol'completed installations or tin• protecting installed construction From adverse CHlects of 16101 humidity. Scicct cyuiprllcnt that will not have ;I hat-1111.111 c(`(`c( I on Complocd ill-dallahons or dellicnts bcifIg installed. C'0ordinatO ventilation rc(Itlircnlenls to produce arllbicnl condition required and 11111111111/.c eIlur,y c(+Ilsumptl(lll. (i. Electric Power Service: Providc wea(IlCrprool`, grounded electric power Scrvicc and distribution system of sut'llCicnt sire, Cap.lCity, ;Intl power ch;u•actcristics (luring constructio ll perind. Include meters, translilrnlcr.,;, ovcrload-protected disconnecting means, automatic (,round-(;lull illtcrruptcrs, and mail) distrIblltioll switcht,,car. 11, I?lectric Distribution: I'rovidC rcCCplacl(• outlets adC(I11ate 1,01, Conncc•tion of power tools 111'1.1 equipnlenl. I . Provide watcrprool, c km[ICCt0rs I(, ('0111('ct >,Cp;u'ate lClIgOls (lf electrical power cords if` SHIVIC IcllL',(hs will not r(-;ICh areas; whcrC c011slr(1chon activities are in prroi;resr,. Do 11((t cXccc(I S;lk Icnl,lh v(111;1t;c ratio. 1, Lil;hling.: Provide lelnpor;u'y h},htin)r, with local �witrhin , Ihat I)RWi(Ies il&(Iualc illumination I'M cmistl'llc:tlot) operations and II';lil c condlnMV I . Install and opCralC Icnlpllr; N' 111JR111}, lilat f11i(i11s s(curity ;111d prolection rcq►urcnlCnlr, wilhmil Opc'IMH11!, CnIHC I. 'LcicphonC SCI-VIC(•: PI'OVidc ICICphOnC >;C VICC tllnllllr,ll(1(1t co11s(ruclion period tin' CIIlnnlon 11sk, faClllllus ut;1.d by Al pCrs011111A CIW,;I,.;Cd In c011ti(r11c(ion ucliritics. ('5x:11)101) I)1ti00-4 T1',MI'OI ARY FACIL.ITIL:S R0 12/12/03 AND ('C)NI ROLS I!j BASIN .t SANITARYSIAVI-R tiYSI lAf RF1 1AR11.1 VA I 1()N CI I'Y 110 3.3 S U 1)1)(,)RT FACI ITH IS INS FAIA A'I 10N (.;CIICI',Il: (A)IIII)IV With the 1`011MVill": I Locatc I'luld Offices, Storage spuds, Sanitary facilities, 1111(1 otlicl. temporary Construction and support 111cilitic's loo. easy HCCUSS. 13, Temporary Paving: 1111111c(liatcly 11poll Completion ol, rel'illim, of the trench or excavation, III(., Colitniclor S11:►11 place a temporary pavelliclit over all (disturbed areas of* streets, driveways, Sidewalks, and oilier traveled places where the o61.1,61,11 sill-l"Llce has been rellim.cd or disturbed aS a result of, his operations, Ullicss otherwise specified of- directed, file lemporaly pa"'Cillent Shall COIISiSt of cold Mix HitUtIlilIMIS I'M'C111cilt, in coil 661-111,111ce with Miss0ill'i State I ligll\v;ly Commission Standard Specifications, latest editi(AIS, (0 SUCII I (ICI)tll 'IS I'CLlIlif'Cd to withstand the (nil,fic to which it will he Sill),icctc(l. For dust prevention, tile Contractor Shall truat all sul-111ces, not Covered willi Cold 1);IICII, ZIS I'll'CLIUCIIIIy' aS lII;Iy he required. The L.Illponlry pavellicilt shall he maintained by the Contractor in a Salle alld satisfactory condition until Such 11111c as the permanent paving; is collipleled. The Contractor Shall ilmiludintely remove and restore -111 pavellients as they becollic tillsalist"t Ict(1ry. C. Dewaterlin, Facilities and 1)1',Il[tS: ('01111)1y With I-CLILtircments in applicable Division 2 Sections 1`61. tell Iporlry drainage and dC\%';ItLTlllL1, facilities and operations not directly associated with Construction activities II)Cltl(l(:tl in il"IdiVidtlill SLT.6011S. WIlCTC I'ClSil)IC, use same 11icilitics. k1aintaill ProJect site, C.\,"'Ivatiolls, alld Construction I-rce, of water. I. Dispose (-)I*rallm'Itcl. in a 1MV1111 lDIllllt.T (11,11 Will 110t I'C.SL]lt in 1100dilIg PI-0,jeCt Or 1(1.iolllillg property nor clidallgcf- permanent Work oi- temporary 11icilitics. D. Project ldclitillicallon and Temporary Signs: Prepare Project Idenlificntioll alld other Stuns in sues I lidicatud. Install si"lls wherc indicate(( to II010-rill public and persons, seeking clill-alicc to Pro,lucl. Do not perilill installation ('1*1111,111thorizu(I signs. I— Waste Disposal Facilities: Provide waste-col Iccl loll colikillicrs ill Si/vs adequate to handle waste fi.olll Construction operations. Collklincri/c and (-]C:ll-lv 1,111CI hazardous, (1,111gcl.olls, or 1111sallit'llw waste 111,►1crials -'eparalcly fi-oll) other waste. (*.,ollll)lv with Division I Section "I.,xvC1.1lioil RC(I(liI'CII1CIItS" I'M* l)l'00l*L'SS rlcaninr I-L;(.ILIi1l'CII1CIltS. I It' required by audiol-ItWS lim'llit'jil►-isdictioll, provide separate containers, Clearly 1,,Il)cictl, 161- each type of\a;Istc IllateriA to lic deposited. 2. Develop a wade 111,111,11"Unicnt plan Jor Wlork I)CIT(WHIL-d 0H 1)1'0.ICC(. 111(liCitc types of wade limicrials Will 1)1'()(IIICC and CSIMMIC LI[MiltiliCS (11' each type. Pl'0VidC (IL-tillIC(I 1111ol'111,01011 161' (M-Slic wISIc Storage and Separation of' l.cc yc 1,11)IL. 111,11crials, PrOVI(k! 111k)HIM11011 on (IL'Slillil[1011 of CdCll 1yJIC of Moe IMIM'iill �Illd lll(:;IIIS to he Used to dispose oI'all wZI:itc materials. C5 N 5 1)1 Of) 0 15 00-5 'ITIMP01010" FACILITIE'S RO - 12/12/03 AND CONTROLS IMSIN 3 SANITARY tit1AVFR SYS I I I.I RIAIAItlI,I IA 11()N ('I'fl' OI .il•:I�I,I•.ItSo)N, MISSt)I ill l I.. Contractor Field Officc: Provide ,III insulated, wcalhertight, air-c m)chtioned title{ oI'licc: lilr 11sc by Conlractor's Ilersonm!I lily the (1uration ol'thc project. 6. Stornge and F;Ibrication Sheds: Provide sheds sized, furnished, and eyuil)hcc{ to accollmlodate materials and ccluiplucnt involved, including temporary utility selviccs. Shcds relay be o{lctl shelters or fully cncloscd shat"s within building or elsewhere on- sltc. 3.4 SE('URI'l Y AND PROT14 1ION FACII.ITIHS INS { Al.l.ATION A. Pnvironmenlal Protection: Provide llrotec•tlorl, opvra(e Icnllronlry litcilitics, and conduct coliNtruclion ill ways and by luctilods that Comply with c11vironnlcntal regulations and that nlininlize possible air, watcrway, and subsoil Contamination or pollution or other undesirable cffccts. Avoid u!ill)g tool:; Mid cduillnlCrlt thilt IlroclrlCC har•nlful noise, a Restrict use ol'noiscmaking, tools and equipment to hours that will mininlize complaints From persons or firms near Project site. 13, Slornlwatcr Control: Provide c.u-lhun cmhankmenls and similar barriers in an(1 around excavations and suhi;melt cow.;trnction, suf ic,icnt to prevent Iloodint' by runolT of slorlmvatcr from heavy rains. C. Site FlIclosrlrc Felice: Before construction operations hcgin. install enclosure fence rvith lockable entrance gates. ['11close entire I'I()jcct site or portion determined suflicicnt to acconllnoclatC C011stl'llCtl(111 olnTaticI11s. Install in a nuuulcr shat will prevent (cable, clogs, and other animals front e,lsi(y entering site CxCept by entrance gates. I . Iklainlarrl security by limiting, number of keys and restricting distribution to authorized personnel. Prooidc (honer with one set of kcy�,. U. 'I'crrl rorar y Enclosures: Provide tent x-wary enclosures lilr protection of construction in 1)rogr(:ss tool conlplctc,.l, front exposure, idiot weather, other construction operations, and similar activities. Pruvllle tenlporilry wcathertigilt enclosure liar building cxtCriar. I . Where Ilcatine; or cooling is needed and pernln11ent enclosure is not Complete, provide insulated temporary enclosures. Coordi11atc enclosure with ventilating 1 and material dryins; or Cllrin;; rccluircnlents to arclld dale"crous Conditions and effects. Pent I ulrary Partitions: Free) ;111(1 nlimilairl dust I)ro )t I partitions a11(I t cl l po.,. u y enclosures to limit dust alld dll-t 1111[ ratloll Lllld 10 SCIMI'itte al-CIS Irolll IllllICS ilild Wise, I . 'I'enl )ovary File Protection: U11lil lire- )rolection needs are sup >licd h )crr►lallenl { I II ) I f!lcilitics, install and n)aint.lin IcIlIporary lire.-prolection (ac11111cs of types nccde(I to protect iny'llnst reasonably pr'cdic1ahle ;old CnIllrollablc lire losses. Comply with NV I':1 I , C.5 W 5000 Tl_-' ,IPORARY FACII ITII S RO - 12/12/03 AND CONTROLS B.,V`,IN 3 SANITMIY SI�.WFR SYSTEM Itl,lfAltll,l'I'�\'I'IO1N CITY OF .II 11:1?RSON, MISSOURI 3.5 OPI?IlA'I'ION, 'I'L;,IR,\,IINA'i'ION, AND RI:M0V/\L. A. Maintenance: Maintain facilities in good operating condition lentil removal. Protect Irons daillage caused by Freezing tetllperatures sand similar clenicnts. B. Termination and Rcmoval: Remove each temporary facility when meet for its service has ended, when it has been replaced by authorized use of a perrllanent lacility, or alo later than Substantial C.'onlplction. Complete or, if' necessary, restore I'wrnlancnt construction that may have been delayed because of intcrlcrence with temporary lacility. Repair damaged Work, clean exposed surf.aces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are the property of Contractor. 2. Remove temporary paving not intended Isar or acceptable for integration into permanent paving. Where area is intended Ior landscape development, remove soil and aggregate fill that do not comply with requircments for fill or subsoil. Rcnlovc materials contaminated with road oil, asphalt and other petrochemical coll•1pounds, and other substances that might impair growth of plant materials or lawns. Repair or replace street paving at temporary entrances, as rccluircd by r alltllorities having.jurisdiction. 3. At Substantial Completion, clean and rcnovalc permanent facilities used during construction period. C..'onlply with finch cleaning recluircrracnts in Division 1 Section "Closeout Proccclu►•cs." END 0 F SECTION U 15 00 C5X59100 01500-7 Tl,.NlPOE:ARY FACILITIES R0 -- 12/12/03 AND C'ONTROLS IIASIN 3 SANITAR`r' SI�MI"R SYS I I"M RI1IABII,I' /%TION 1'1'1'1' t)I ,11?I I I?Ittit)N, MISSOURI tilt("I'IC)N O151C► - TRAI`H( ' (' )N HMI. ITAN PART 1 - GHNF,RAL. 1.1 RELATFID DOCt►M1?NTS A. Drawings and general provisions c'01'111c Contract, including; Guncral and Supplementary Conditions and Division 1 Specification Sections, apply to this Section, 1.2 SUMMARY A. Segments of the work will be coilstruc:tcd in road ri Ohl-c1f'-w,l ur ccluld iuterlcre with b b ;lcress to public right-ill=way or 11riv,tic property. The Contractor is responsihle (or planning and i11lplcnlcnting measures that will sali:ly hal•ric;tde and direct the public around the construction area, muntnur.e disruption ol'tral lic and allow access to public and private property during; construction. "These activities will he carried alit through the T1'aflic C'ontrol ('1;111 which shall include, hilt is not limited to: I . Maintenance of local and throtivIi (raf•f is 2 Identification ot'road segments to he closed 3. 1dcnU f ication ol'detcmv t'c,tllcs to avoid clowd segnlc ills 4. Maintenance of access to driveways, public right-ol=way and property during construction 5. Schedule for implementing the 'traffic Control flail 6. Idc11ti I'm)t i oil of*barriers,deviCCS and ecluipnlcnt to safely alcrl, barricade and divert traffic around construction areas 13, Related Sections: The 1o11owing SCCtiullti c•onlain rcdnirctllcnts that relate to this Section: I . Division 2 Section "karthwork" Cor cxc;ivation, lilling, rough grading, and suhstirlacc aggregate drainage and drainage havkh1l, ?. Division 2 Section "C'enicllt Concrete Paving" 3. Division '1 Section "I lot-,N/fix Asphalt Paving" 4, Division 2 Section " 1,xcavatimi, Racklilling, ,ind ( 'ontpaclion" 5. Section TS-21 o1•.1c1Tcrson City's 'ITeclulical Sired Specifications, 1 1 .3 DF' I N ITIONS A. Local TraI•lic is that traffic: which has either its oriPiil or its destination at some point within die, limits ol'the project. l.oc;ll tr,il-lie also include; th;it tr;tl'lic Prong all side roads that lead into the projccl where: such traltic dc,e,; nol have satisfiictory outlet over a passable road or street, 13. 'I'ht'otigh tral•lic is th;lt 11';11'1X: which has 11ciilla its ovii.,,in nor it., destination within the limits ofthc project. 05X59100 01510-1 TRAFFIC CONTROL PLAN RO 12/12/03 I1ASiN 3 SAN I'ARY SIM I"R SYS'I 1.11 RI;IIAItII I'I'A I ION ('I'I'1' c11 ,II?I I I.IZS( ►N. NIISti( 1-I iltl 1 4 Sl lIINII I l'AI S A N I ) ('OORI )INA'I IOti A. In accordance wIIII ('undI11oIIs ot'lhe('onlracI ;uul I )I itiion I Spec ilicalio11 Secti(>us, suhrnit a "I'raflic ('untrol Ilan ;liar c011t11-rt►;tlion ol` ? weeks prior to hcl;inninr work aflccicd by the 111au. B, Subtuit a r;Chedulc of the: actinitic•s describeO in the Tral'hc ( 'ontrol Plan .1 weeks Frio, to hcinnittt; wort: affccfccl by the I►latt. C. Schedule, location, and CNICnt ofstrect (:losures ;utd dc•louls shall be approved by the ( )Viler prior to completion ol'the I'ral'lic (.'ontrol flan D. All residents along;routes o.r that may he ,fleeted by tile work cm,cred in the Traffic Control Plan shall he notified 2 clays p601' to b(:1_61116n1.; the Wo l-k. E. Sheet closures shall he 01'ficc;rat the ( 'ily Pulic'c I)epartn►cnt prior'to the closure usini; the. 1101-111,1 htlslnCSS nunther. Il an cnterlTnry situation dcvclops, notify 91 I . I'. Obtain ally permits required fir irt►ple111c11ting the Plan. PART 2 - PROU( IC'T'S Harriers, Signs, daunts, cones, devices, and other items used filr' lral•lic control Shall he in accordance with the latest versions of, the itlissouri Stalld;u'd Specilieatio11s liar 1lighway C'onstructioll and the N4a11tial (m ( Inii,01-nt Traflic ( 'ontrOI I)c•Vices hublishcd by the U.S. 1)eparhttcnt (ff"l'ransportation Federal I lighway AdmillPdr:►tion. PART 3 - I?FC1 I'I'ION 1 3. 1 GI:NI?RAL A. Ciener,l: 'I'lle salCl ofthe ►ohlic and the shall be regarded as o f' t tn►c importance al ;111 limes durinL; cotls11110h)u. It shall be the entire responsibility of the ('011trac101- to proVide li,r lraflic ;dont" a11(1 ;1cr.lss public; roads as well as for ing-ress and u rc;ss t0 all privatc hrol,(:rtti' ,1 ; SIW iliecf IWIViu. "I'be ( 'onlrarlor sh;111 pl;u1 and execute his opCralions in a manner that Will ca►c;C file 111i11i11tu1n iltfc•I IeI'Cnce W1111 ti-ATic. r C:5\5O100 0 15 10-2 TRAFFIC CONT ROI, PLAN RO - 12/12/01 BASIN •3 SANI'T'ARY tiFVl;R !;YS"1'I;,Nl R11 1AMIATA I ION CITY OI` ,II?IA I`RSON. MISS01 I I t 1 3.2 APPROVAL A. A Traf•lic Control Ilan as re(luircd in Articic 1 .4, describing measures to be taken to implelllcll{ safe traffic; control as redtlir•c(1 by these specifications shall be prepared and submitted. Submittal o! the 'Traffic. Control Ilan is to allow the Owner and Engineer to confirm the Plan has been prepared but the 1'1,111 will not be reviewed For con'lpliance with these spccilications and good practice. C,ornpliance and good practice are the total respolsibilily of' tile Contractor. The Owner and Fligincer reserve the right to notify the Contractor ohlolconlpliance as may he noted within the written flan or as Alight happen to be ohscrved at the Construction site \vithoul assuming responsibility for the'Traf(ic, Control Plan. 13, The Owner is familial•with traf,liC laticrns within tale C'il and wishes to a l prove detour•and I Y I { street closure plans prior to completion of the Tral'f is Control 1'1,111. Submit detour and street closure locations and Schedule Illlllnnation Cor review and approval at (cast 3 weeks before the approveel information is needed by the C'ol lractor to complete the'Traffic Control 1'1,111. C. A schedule 01'1'0,1(1 closurcS '111(1 deto(1•S W, re(luircd in Article 1.4 Shall he submitted. The scllcdul(: may he included as part of the Tral,ic Control Plall or may be submitted as a sepal-ale document. 3.3 TRAFFIC CONTROL A. The ("ontractor shall provide ade(luatc lrallic control through use of flagmen, temporary Concrete barriers, Signs, (II•1.II11S, Mid COI1CS Ill a XORIallCC, With the latest version of tilt O Missouri Standard Specifications li)r' I Ilghway (' .)11Struction n11d fart VI of the Manual on Ullili)rnl 'Traffic Control Devices (MU TC D) published by the U.S. Department of' Transportation Federal Ilighway Administration. The Contractor is responsible for the Traffic Control flan but as a minimum, the P1,111 Should include but IS 110t 111111tCd to the recluircnlcltS listed in this Article. Any Item listed below that Conflicts with Missouri Standard Specifications (i1►• I lighwayald Construction or MU'I CD should be brought to the attention elf 11c Filginecr. Tahles listed ;Ire fi•onl the P)iiS Volition of'MUTC1.) with revisions throut!h No. •1 and Frrata No. I iSSUC(l April 1 1 , 1 995. 1. ® 13, ( icsllclal RC(luirenlenlS 1� I . A 11611111111111 roadway %xidth of M sect shall he nlainlailled one;-Willy traffic. 2. A minillunl roadway wi(lt142r1 lCcl shall he maintained for two-way traffic without the tlsc ol•flag-mull. ;. II roadway widtllS IL-5S 01311 20 I'C(A Are used I'm, two-w,ly traffic, li)c Contractor Shall providu mid maintain 11a1!,ulCl► Oil both 1'1111~l)f IIIC Cimstructloll.urea to control traffic to 011c direction at a 6111e (�SCC Tahlc VI-1, Urban flow Spuedl). -I. ALIVOIR'ed \1'al'IlllItg 5It;lIS {ul'collstructiml, road ch)S111'es,olle-xny tra{llc,detours,etc., Shall he utilind (sec Table \1 .;, l 11.11,111 I Tow spCecl1). C5X59100 01510-3 Tf Ai FIC CONTROL PLAN RO - 12/12/03 HASIN 3 SANITARY tit?wl'A `;YS"I I M RVIIIA11111 A HON CITY OI' .II': 11',RS(lN, NISS011 lltl S. 11'work is to he done in intersections that will linlit the(lircctions that oncoming U'affic: caul go, that the road shall he closed at the intersection one block ahead oCthe work with access 161. local traffic only. (►. Type A low-intensity flashing warning lights shall he n1()1tlltcd on a111 TY11C III barriers. 7. Ifhossihlc,one-way traffic shall he routed so that it flows in the llor'tnatl direction with that {utrtieular lane ()('tile road tY1)ically travels. S. Detour signs are rc(luircd to direct traffic around areas o('construction when through traffic is not allowed fur the 11ar•ticrtlal.direction of'travel. 9. Drunk shall he uscd to channel ordelineate trasl'lic, flow ;111(1 may also be used singlyor ill groups to mark specific locations. 10. When one lane of, a two-lane road is Closed, Figure TA-IO of Ill.lTUD shall he li)llowcd, Detour signs and Ilalsllln�; warnull; lights arc rcyuirc(I, 11. When two lames are closet) fur construction, Figure TA-20 of N/lUT(A) shall he lu1lowu(1, I)C1()tll• signs and Ilashin��, warnilIV, lights arc reyuircd. 12. When work is one in confined areas, such as pavement {latches and ()lie traffic lame is t closed clown in the middle ol•a block, tYpicasl application diagralrls appropriate to the situation shall be used. 13. Slr'eet closure shall he limited to one lane closure at a time. No parallel strects asdjacent to each other shall he worked on shmiltancously unless such work has been approved by the 13ngincer. 14. Temporary access to driveways shall he provided. Provision lily local traffic shall be r1)ade by the Contractor at Ills ()\%'n CXpullse nt all times during construction. 15. The Project site shall he cleaned up at the end ol•cacll working (lay, and tell]porary surfacing shall he (')lace({such that access will he had to all (Iriveways dul•ing the night, weekends, holidays,and other clays whcn work is not its progress and when the sta.lge of' the work (lots not directly interfere\vitls th :drive. Tl L, [Inginccr'may grant short-term exceptions to this w(plircnlcnt in corlrlcct )n with 1)I-CJMring soh-gras(lc an(I having. 10. The Contractor shall designate a persoll (\\' th phone 11111111m.) \Vho call be called by the City du►•ini; the night, weekends, holida /s, and ether (lays when wort: is not ill Progress. The Contractor will be responsible, through this parson, for making such temporary relr.lirs during said I)eriods as 11uly he 11ccdcd to nscct the rc(puircnlcnts of- this Section. C. Flagnlcn: The Contractor shall 1)1.()\ i(Ic an(I nulinlasin flal,nlcn at such points and for such {)criods ol'tinle ;ts play he rcctuircd to provide fur the sill'fety auld convcnicnc.c ofp)nhlic travel and Contractor's p)ersunncl, and IS (flrcctc'd by tilt l';n1;HIM'. L). Temp oraryConcrctc Harl icrs shrill he 1(rovidud in such areas which rc(puirc protcelion to the motorists and Contractor's pursollil 1. 1'. Portable Barriers: , I. TYpe It harriers shall he used in situat ells \\hurt trallic is nulintallied through the tellipora(ry traffic control i.011C. 'I hey nl.ly he used :ainP,ly or in 1!,1'0111)s to !nark a sp)ccific condition. ('5X51{00 tit 51()-,1 'I RAI,I-W CONTROL. PLAN R0 - 121112/03 I I A S I N 3 SANITARY S1?Wlslt SYSTI?M RF',I IA1311.1'I'ATI()N CITY OF JFTVI:RSON, MISSOURI . TYI)c III bvTiurs shill be llsk: l a( ci ruuc) closil re. culler across a roadway or 1'roni curb to curb. END OF SI::C"1'lON 0 15 10 CSX59100 01510-i TRi1F IC CONTROL PLAN R0 -- 12/12/03 I i A S I N t 8ANl"I ARY SI;.WI"R SYS I I"IM k1-111AIi11,I 1'A ION ,II,III':ItSt >N, MISSO1Ikl SI?("I'ION (11O(1(1 • I'IMM I( ' I' RFQUIRI'AlkN 1 S PART I - GHNI?il.AI, 1 .1 RF"I,A'I FO UO('IIMFN'I'S A. Drawings and imicral Ilrovisiolls of(lie ('olllrslet, including (.;Cneral and Suppicnlcrltary Conditions and other Division I SI)cciliCllioll Sections, 11)1)ly to this SCrtion. 1 .2 SUMMARY A. This Section includcs the fi)Ilowing administrative Ind I)rocudural requirements: selection o1' pi-millets 1'61. lisC in I'rojcCl; IWO(luct dcli%LT�', storm;(:, and handling; 111allllhleturcl's' Stalldfnd will railtles till 1)I'O(lllets, s1)c6a1 \V;lH;l1111CS; 1)r0dllCt substitutions; ;old Collll)aIIII)I : Ilro(Iucts. 13, k.clated Sections Include the 1,011owing: I . DiViSI011 I Sectloll "CIOSCO It l'1'oCedtl1-e5" 101' submitting 'warrallnes Col. Contract Closeout. 2. Divisions 2 through 10 ScctiollS IM SI)CCi1ie ruq(lircnlcntS 101' w.11•rantics on 1)1'0(111c(S Intl installations SJ)ucilicd to be wl1-1-antcd. 1 .3 QUALITY ASSURAN( 'L? A. For certain products, lI1; Specifications require IhC minuflc1111-C1- to have it record of satisfactory operation with the produ('t POI' I specilied period 01' tinlC. The Submission o1, it hoed o1- deposit, For the saluc spcciliud period of t1111c, :,hall be ,plowed as I Substitute 1101- the record of sntiSluCIOVY opurltion 1 .4 PRODUCT [XI'LIVI"RY, S'I'ORA( d-, AN1 ) I IANI )I.IN(. i A. DCliVCI', Store, coil handle products 11sinJc mc,uls and lllc1110(k Ihat Will prcvcnl (la11111gc, detcrioralion, and loss, includil►ti; Ihefi. ( 'unll)ly with lna Ill lllcltlrer's: ccHI(Cll instructions. 1 . Schcdulu dclivcry to lmll lii.e Imig-terlll s:tm,11 : and to pl-In c'nt uVCFCl' ) Vdilli,' of construction spaces II it lmallml (Ies h.!,nitcd by the ( hVIlLT. ?. Coordinatc dcliva\ with ill.-*111a1ion lime to unsure minimum holdinf� tittle 1101- items that ,u'c f1clnlnlabl(', hliardMIS, CNS11V (Lllllm!.Cd, o1' SCIISHIVU to detc'1-1011tioll, thcli, Intl 011lc'r losses. 3, 1)elive1- products t(j 4u.'alion desi;,nated by the (Avllcr in an tlndllllaged cmidition ill I11IIItIIaCtl11'CI'ti 01'I1;IIIII SCilk-d C011tllncr (11- (1thcl' paClc;l,;1111', S;vstclll, COI11I)lc'te ("5\59 100 01000.,1 I'M)I)11('Tk1"0111RI'AII`NTS kU 12112,0,3 BASIN 3 SANITARY SI:WI?R SYS ITAI R IAIIII.I'I'A'I'ION CITY OF .IFIFF :RSON, NIISti()t 1R1 will► labels and instructions for handling, storing, unpacking, protecting, and installing. a. Inspect products on delivery to cllsurC conlpliance with the Contract Documetlts and to ensure that products are undamaged and properly protected. 5: Store products to allow 1161. inspection and 111castlrcntent of'duantity or Counting of lU►115. G. Storc materials in a Whine►• that will not endanger structures. 7. Store products that arc suhjcct to (lanu►I;C by the ciclllcnts, under cover in a wcathertibht crlc1081.11-c abov(, ground, with Ventilation adequate to prevent Condensation. 8. Comply with product manufacturer's wl•itten instructions (sir temperature, humidity, ventilation, and weather-prolection recluirenlcn►s liar storage. 9. Protect stored products Froro (1,11 1.5 PRODUCT WARRANTIHS A. Warranties specified in other Sections shail he in addition to, and run concurrent. with, other warranties required by the ColltraCt DOCUmelltS. M.ulufilCturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements o('Ihe C'ontracl DOCLI tents. PART 2 - PROIAR"I'S (Not Ust.d) PART 3 - FXl'?C'tJ`I'IC)N (Not Used) r END 01, SI?C"LION 0 O00 r r r r `5X59 100 O1600-2 Pla.)I)lIC"I' Rl OUIRI?1Vil N'1'S R0 --12/12/03 13ASIN 3 SANITARY SFWI'.R SYSTI'.M RFI IAII11,1*I'ATION CITY 01 .IFFI'I?RSON, !NIIISSOI IRI SEC" ION OI7OO - C;XI;('l1 TION RI.-'QUIRI?ivWIN'I'S PART I - Gh,NI RAL, 1.1 RE-LA'l FID UOCI)MI?NTS A... [_)ravings ;Intl gellcr.11 provisions of tile,. Contract, including (.1cncral and Suppicnlentary Conditions and other Division I Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes general procedural rccluircnlcnts govallinv, execution of the Work inclu(ling, but not linlitCd to, the. ( )hewing: 1 I . Construction layout. 2. Gcncral installation of products. 3. Progress cleaning. 4. Starting and adjustinL;. S. Protection of installed construction. 6. Correction ofthe Work. PART 2 - PRODUCTS (Not Used) PART 3 - FAECUCION 3.1 EXAMINATION A. 1?xistiilg Conditions: The existence and location of site improvements, utilities, and other construction indicated as existing arc not guaranteed. 13elore beginning work, investigate and vcrif'y the existence and location ofconstruction aflccting the Work. B. 1?xisting I-Ailitics: `Pile Cxistencc ;Ind IOC;pion of underground and other utilities and construction indicated as Cxlsting arc not guaranteed. Belorc beginning sitework, investigate and verily the Cxistencc 4111d !oCatiorl of underground utilities ;old other construction aflecting the Work. C. ACCCptanCC of ('olldltlolls: I'\aminc substrates, ar'Cas, ;11111 CuI1lI111t.lIlS, With InstdICI• t)1' Applicator hrusent where indicated, liar compliance With recluirenlcnts 161. installation tolerances and other conditions ;11•Icctillg perfornl;ulce. Record observations. C'5X591OO 01700-1 L,:\I?C'U'1'ION RI'QUIRE ENTS RO -- 12/12/03 BASIN 3 SANI'T'ARY SFWFR SYSTFAI IZI?1IABILITATION CITY OI',II?lTHRSON, MISti01IItl 3.2 I'ItETARATION A. Existing Utility Interruptions: Do not interrupt utilities Serving, lacilities unless pCrnlittcd under the 1,6Ilowilig Conditions and then only aflel• arranging to provide temporary utility scl-vices according; to require11lcnts indicated: I. Notif'v L?ngincer not less than two days ill advance ol• p1'0poSCd utility inlerr•uptions. 2. Do not proceed with utility interruptions without Flig,ineer's written permission. 13, I"ield Measurcrllenls: "fake field nlcastn•CnlcntS as re(luirCd to fit the Work properly. RechCck rllcasurclnerlts befilrc installing, each product. Where portions of the Work are indicated to lit to other Construction, verify (dimensions of' other- construction by field nlcasurculents befi)re fabrication, C OO1'dillalC fubr•iC,10011 schCdulC with construction progress to avoid delaying; the Work. C. Space RC(Iuirclllcnls: Verily space requirements and dimensions of' items shown ding ral1ll11atically nn Drawing's. D. Review of Contract I)ocunlcnts and FICId ('onditionS: hlu'ncdiatcly on (discovery of•thc need flor Clarification of, the C 011trlCt DOC11l11C►11S, Stlbnl►t a rcducst fbr illforrllation to Englnccr. Include a detailed description of 1)1-01)ICI11 Cncou11tcrcd, togethcr with r'CC0111111elldations 161- Chang;111,4_ the Contract Documents. 3.3 CONSTRUCTION LAYOUT A. Verification. Before proceeding; to lay out the Work, verily layout lllforrllatloll shown on Drawings, in relation to the property SurvCy 111(1 existing benchmarks. If diSCrCjMllCicS line diSCOVCrCd, nobly f.,llgilICL r promptly. 13. She Inlprovcnlcnts: Locate and lay out site- inlprovcnlcnts, including; pavements, grading, Fill and topsoil placement, utility Slopes, and invert elevations. C. Lines acrd Levels: locate and lay out Control lines and level. 'transfer survey marking's and elevations lirr Ilse with Control lines and levels. Level li)uncfations and piers from two or more locations. D. Record Log: Maintain a log of layout control work. I:CCOrd (IevialiO11s I•rorll requir'cd Hiles and levels. II1CIlldC I)C�i1111il)g Ural Cndill" datCS ;1114 tiIl1CS of' SurvcyS, wcatl. conditions, 11,u11e and duty of each survCy party nlCnlber, and lypCS of instr11111CntS 111d tapes used, Make the log; available Il)r rcicrencc by Filg racer. C5X59100 01700- ' IXL'C'l1'I'ION I:F;C,�IIIRl��11�N'['S Ito -- 12/12/03 BASiN 3 SANI'T'ARY SEWER SYSTFIM REiIABIHTATION CI'T'Y OF JET'FER.SON, MISSOURi 3.4 INSTALLATION A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. t1. Make vertical work plumb and make horizontal work level. 2. Where space is limited, install components to maximize space available for illaintenance and ease of removal for replacement. B. Comply with illanufacturer's written instructions and recommendations for installing products in applications indicated. C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions. E. "fools gild Equipment: Do not use tools or equipment that produce harnlfi►l noise levels. F. I-lazardot products,Materials: Use cleaners, and installation materials that arc not considered hazardous. 3.5 PROGRESS CLEANING A. General: Clean Project site and work areas daily, including common areas. Coordinate progress cleaning [or joint-use areas where more than one installer has worked. Enforce requirements strictly. Dispose of materials lawfully. 1. Comply with requircnlents in NFPA 211 for removal of conibllstible waste materials and debris. 2 Do not hold materials more than 7 days during normal weather or 3 clays if the temperature is expected to rise above 80 deg F. 3. Containerize hazardous and unsanitary waste materials separately From other waste. Mark containers appropriately and dispose of legally, according to ® regulations. ■ B. Site: Maintain Project site free of'waste materials and debris. C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1 . Renim e liquid spills promptly. 2. \UhcrC du:;t would impair proper execution of the Work, broom-C1Can of VZIClll1111 the: entire worlc area, as appropriate. C'5X59100 01700-3 EXECUTION REQUIREMENTS RO 12112103 BASIN 3 SANITARY Sl"WL R. SYS'T'EM R13I1ABILITATION CITY OV .tE 'UI.`I?.SON, MISSOURI D. Installed Work: Keep installed work clean. Clean illsta1ICd SurfaceS .I000I'(Iillg to written instructions Of I11I1111.11i1dUrCr Or fabricator Of product installed, using; only cleaning materials specifically reconlnlended. If specific cleaning; materials arc not recornmended, use cleaning; materials that are not hazardous to licalth or property and that will not damage CXpOSCd Rirlaccs. E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. F. Exposed Surfaces: Clean exposed Surfaces and protect as nccessary to ensure fr ecdom From damage and deterioration at tin1C of'Substantlal Completion. G. Cutting in([ Patching: Clean areas all([ spaces where mitting and patching are performed. Completely remove paint, mortar, Oils, putty, and similar materials. 1. Thoroughly clean piping, conduit, and Similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. H. Waste Disposal: Burying; or burning waste materials on-site will not be permitted. Washing waste materials clown sewers or into waterways will not be perritted. 1. During handling and installation, clean and protect construction in progress and adjoining Materials already in place. Appiy protective covering where required to ensure protectioIl fl'om damage or deterioration at Substantial Completion. J. Clean and provide maintenance on Completed COI1StrL1CtiO1l as frequently as necessary through the remainder of the construction period. K. Limiting Exposures: Supervise construction operations to assure that no part of the construction, C0111pICtCd Or In pl'OgI'CSS, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure dul'ing the Construction period. 3,6 PROTI.?C"I'ION 01' INSTALLED CONSTRUCTION A. Provide final prolcction and maintain conditions that CI1Slll'C Installed Work is without damage or deterioration at time of Substantial Completion. 3.7 CORRECTION OF THE WORK A. kupair ur re1110vC and replace defective construction. Restore damaged substrates and finishes. I . Repilirin; BASIN 3 RFI1nlill,l'I'n'd'ION (11'1'Y 017 ,11 1-11,13RSON, MISSOURI 13. Restore permanent lircilities used during construction to their specified condition. C. Remove and replace damaged sur1i1ccs that are exposed to view if' sur111ces cannot be t•cpaired without visible evidence of repair. D. Repair Components that c10 not operate properly. Remove and replacc oporating components that cannot be repaired. I and replace c:hil:.'pel, scratched, and broken glass or reflective surf.tces. END OF SI?C"I'IUN 01700 C.'Sx59100 01700.5 1."XI CTJTI0N IZI QUIRI?MI N',I'S RO 12/1'2103 13ASIN 3 SANITARY SI�VVIZ SYSTIA1 RIIII IAI;II,I"I'A'I'Il>N CITY O .11;1'V1?RSON, MISSOURI SECTION 01720 - III.?I,D ENGINI I?RINt i PART 1 - GC:NERAL L I RELATED DOCUMENTS A. Drawings and general provisions ofthe ('011tl',IC(, including GCnCRII and SUI)I)lenictltary Conditions and other Division I Specification Sections, apply to this Section, 1.2 SUMMARY A. Cicncral: This Scction specifics administrative and prc,cec.iulal rcduircnlcnts for ficld- cnbincerinb services incluclil1g, but not limited to, the follOwrng: 1. Land survey work. 2. Civil-eilgineerin.; services. B. Related Sections: The f<)llowing Sections contain requirements that relate to this Section: 1. Division I Section "Project MatlagCrllerlt and Coordination" for procedures for Coordinating f leld cligincel ing with other construction ac(ivities. 2. Division I Section "Suhmittal PI.00CdUNS" 1101• S111)Illlttltlg PI'Olect rcco•d surveys. 3. Division 1 Scction "Closeout Procedures" florsuhmitting final propertysutveywith Project Rccord Cocumcnts and recording of Owncr-accepted deviations from indicated lines and levels. 1.3 SUBMI'l-'ALS A. Project Rccord Docunlcnts: Sll1)Illit i record oi'Work perfol•nlccl anti record stlt•vey data as required under provisions of"Submittals" and "Project Closeout" Sections. 1.4 QUALITY ASSURANCE, A. Stlrveyol• ()tlllllilC.alt101IS: 1311igIgC it lathed SUING OI, rC 'ISICl'CCI ill MiSSOUl'I, t0 CI•fOrnl Y � p required land-surveying Services. B. Ian linter Oualifications: 1.11ga e • ll cli ail cc• o • tl _ ) ' s, 1.11g age a t, 11. 1 I ll. c115cI1 line. Ic.yuu•ed, licensed n1 Missouri, to perlbrnl rcduirccl cnglnee611�1, services. C5X59100 01720-1 FIELD ENGINEERING RO — 12/12/03 BASIN 3 SANITARY SH'WI:R SYST11-Al RF11AIMATATION CITY OF .Ilil'FHASON, MISSOURI PART 2 - PRO M.1("1 S (Nut Appliciih1c) PART 3 - EX1 C'UTION 3.1 1?XAMINA'fION A. Existing Utilities and I?duil)incnt: The CxistCncC and Icu,ltian Of undCrgrounll and Other utilities and construction indicated as existing are not guaranteed. Belpre beginning sitoNork, investigate and verily the cxistcncc and location of underground utilities and Other ':Onstructioil. 1. 1 rior t0 construction, vcri fy tllc location and invert elevation at points 0fconncetion of sanitary sewer, building service laterals, store) Newer, and water-service piping. 2. 1 ovate other tit lhtics prior to COilstr 16011 ul acllllllOil tO thoSC listed al)OVC, UtlhtiCS that may be present includes but is not limited to gas. electric, telephone,steam,and cable TV. 3.2 PERFORMANCE; A. Existing Utilities: furnish inli)rmation necessary to all.just, move, or relocate existing strl.lcturCS, utility pales, lines, services, or other appurtenances located in or affected by construction. Coordinate with IOCaI 11.11.1101-itiCS IMVi11g.111l'iS(IICtiO1l. END Oh SEC'T'ION 01720 C5X59100 01720-2 PIELA) 1 NGINf.:ERING RO - 12/12/0") BASIN 3 SANITARY SIiWER SYSTIA1 Ill?IIAHILITA'I ION CITY 0F .IFF FIRSON, MISSO 111RI SECTION 01731 - C'UT 1'INCi AND 11A] CHINO 1)ART I - GI;NFRAL. 1.1 RE?I,A'EE?D DOCU! /11;NTS A. Drawings and gencral provisions ol'the (.'ontract, including (.ICnCI',d alld Slll)1)1CIllClltsu•y Conditions and other Division I Specification SCCliolls, apply to this Section. 1.2 SUMMARY A. This Section includes procedlind rec111irc;nents fol,Cutting; and patching. 1.3 DETINITIONS A. Cutting: Removal of existing c:onslruction necessary to permit installation or per('ornlance ol'othcr Work. B. Patching:lg. 'Ittlg and repair ti rk rcdulrcd ti resto�rr Surlaccs to orlL. rtl conditions after installation of other Work. 1.4 QUALITY ASSURANCE A. Structural E lcments: Do not cut and patch structural elements ill a manner that could change their load-carrying capacity or load-dC CCtion Patio. B. Operational E lcments: Do not cut and patch oiperating elements and re'latcd components in a manner that rCS111ts in reducing their capacity to pedbrin as intended or that results Ill I11C1'CaSCd I11a111lCllallCC 0I' deerCased operational li tc+ or safety. C. Visual Recluirenlents: Do not cut and patch construction in a manner that results in visual CvidClICC of CllttirlE; and p.ltching. DO not cut and patch construction Cxposed On the extel'Io1' Or Ill Occupiud spaces in a Inallrlcr that would, in Engineer's opinion, reduce the; blllldilh;'S alld StRICtlll'Cti ICS11MIC 1111a1itICS. RUMOVC Nild f'l;place COIISII'llCtl011 that has bCell Cut and patched ill a vislially I.II1S,lllSfactol'y 111,1nI1Cl'. 1.5 WARRANTY A. E'xistillg Warranties: RenIMT, repl.lcc, IMICh, and repair nlatCrials and surfaces cut or damaged during; cutting and patehing opel'atiolrls, by methods and with materials so as not to void existing warranties, C5X59100 0173 1 - I CUTTING AND PATCHING RO -- 12/12/03 BASIN :3 SANITARY SI?WI-A SYSTEM MAIA13 IATATION (I I'Y O .11-:1-I� 'RSON, MI;;l;OURl PART 2 - PRODUCTS 2.1 MATERIALS A. GCllCral: Comply with requirements specified in olhcr Sections elf these Specifications. 13, Existing Materials: Use materials idcntical to cxisting materials unless olhcrwise noted in these documents, 1 or exposed surlilccs, Ilse materials that visually match existing ad.lacenl surlaccs to the fullest extent. possible. I. It. Identical materials are lllMVQI1ah1C 01' Cannot he Used, Ilse materials that, whell installed, will match the visual and functional perlilrnuulce ofcxisting materials. PART' 3 - EXECUTION 3.1 EXAMINATION A. Examinc surfiaces to he cut and patched and conditions tinder which Cutting and patching are to be pCIAbl-hied. 1. Compatibility: Before patching, verify compatihility with and suitability of substrates, including compatibility with existing finishes or primers. 2. PI.00CCII with installation only after unsafe or unsatisfilctory conditions have becn corrected. 3.2 PREPARATION A. 'Temporary Support: Provide temporary support of Work to be cut. B. Pr'otcctlon: Protect existing construction during Cutting and patching to prevent. damage. Provide protection from adverse weather conditions for portions of Project that might he exposed during cutting and patching operations. C. Adjoining Areas: Avoid interlcnmcc with Ilse of adjoining g areas or interrll pion of' free J g .I b I passage to ad_Ioining, areas. D. Existing Services: Where existing services are required to he rcrrlovcd, relocated, ol, abandoned, bypass such scrvicvs helore cllllting to millinlin Inicl'ruptoll of scrviccs to occupied arew'. C5X59100 01731 - 2 CU'I TIN(i AND PATCHING RO — 12/12/03 BASIN 3 SANITARY tit?WI:?R SYSTI-,M RHIAHILI l'ATION CITY O fl," FFIRSON, MISSOURI 3.3 PF'RFORNI A NCI ? A. General: F?rllploy skilled workers to perform CuttilIg alld patching. Proceed With cutting and patching at the earliest feasible time, and complete without delay. I. Cut existin,, Construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. E. Cutting: Cut existing construction by sawinlg, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained of adjoilling Construction. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to sire required, and with nlininll.lnl disturbance of adjacent surfaces. Temporarily cover openings whell not ill use. t2. Existing Finished Surfaces: Cut or drill Cron] the exposed or finished side into concealed surfices. 3. Masonry: Cut "Sing a cutting n]achinc, such as an abrasive saw or a diamond- core drill. 4. Excavating and Backlllling: Comply with requirements in applicable Division 2 Sections where required by cutting ;old patching operations. C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following perfilrmance of other Work. Patch with durable seams that are as invisible as possible. Providu materials and comply with installation requirements Specified In other SCCtnons of these Specifications. 1. Inspection: Where Icasible, test and inspect patched areas after completion to demonstrate integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into rclaillcd adjoining construction in a manner that will Clitrainatc evidence. ol'hutching and refinishing. END OF SECTION 01731 C5X59100 01731 - 3 CUTTING AND PATCHING RO -- 12/12/03 BASIN .3 SANITARY SI:WFR SYS'I'I?M RI?IIAIII HTATION CITY O! .I 1"11F'I?RSON, NIISSOI1RI SC:CTION 017,10-- WARRANTIES AN I) IIONDS PART 1 - GINIRAL, l.1 RCsLf1"fI;D UO(:.'Ui\�11iN'I'S A. Drawings and gcneral provisions of the ('011tR ct, inclu(ling C;CIICraI 111d Supplementary Conditions and other Division I Specillcalioll Sections, apply to this Scctioll. �J 1 .2 SUMMARY A. This Scction specifies gcticral administrative and procedural requiremcnts for Warranties and bonds re(luired by the ('ontract DOCIIMCI)t, illchuling manufacturers' standard warranties on products and special warranties. 1. Rel'cr to the General for terms of the C'ontractor's Special warranty of workmanship and malcrials. 2. GCllel'al CIOSC(lllt rCIIIIIrt:l11c11ts are included in SC('.tion "Closeout Procedures". 3. Specific re(Iuircnlctits for warnantics for tilt Work and products and installations that are specified to he warranted, arc included in the individual Sections of Divisions 2 through 16. 4. Certifications and other commitments and agreements for continuing Services to O\Vllcr at'e spCci(lCd elsewhere in t11e Contract Documents. B. Disclaimers and Limitations: Nlanulacturer's disclaimers and limitations on product warranties (IO not relieve the Contractor of the warranty on the Work that incorporates the products, Ilor does it rclicvc supl-xlicrS, nlarlulilctUl-Crs, and subcontractors rc(luircd to countcrslgn Special warralltics With the Contractor. 1.3 DLFINI'HONS A. Standar(I Product Warr,Inties are preprinted written warranties published by individual manufacturers liar particular products ,old ,u-C Spccilically Cndorscd by the nuululacttlrer to the Owner. B. Special \Varrantic!. are written warranties rc(Iuired by or incorporated in the Contract DOCLIMCIIIS, eithcl' to Cxlcnd time linlils provided by standard warranties to provide greater rights 161. the Owlicr. C,5X59100 01740-1 \VARRANTII'S AND 13ONDS RO -- 12/121/03 r BASIN a SANI'T'ARY SF.WIi.R S\'S I WI IWI 1AI311.1'I'ATION CITY OF ,11,FFFRSON, M ISSOt th l 1.4 WARRANTY RFQ tllMMINTS A. Related I)aimigcs find Losses: When corrccting Nvarriltlted Work that has coiled, remove and replace other Work Ihal Nils beep damaged as a result ol'such litilure or Ihat must he removed ;.Intl replaced to provide access for correction o1'%varrantcd Work, B. Reinstatement of Warranty: When \York covered by a warranty has Failed and hcerl corrected by replaccntenl or rdmildill,v, reinstate the warranty by written endorsement. The I'C:IllSliltlal 14'ill'I'i111i.y sllilll bc' ellllal to the (11'11'j lial wal'rallty with all equitable adjustrncnt (i�r deprrciillion. C'. Rcplaeemelll Cost: (11)(111 delcimination that Work covered by a warranty hill ((ailed, replace or rebuilt( the Work to an acceptable condition Complying with rcquil'erllents of Contract Doctimellis. 'I'hc Conlraclor is responsihlc for the Cost of' replacing or rebuilding defective Work rq,;ll-dless of whelhcl' the Owner Ilan benefited (1'oill its of the Work through a portion of its anticipated useful service life. D, Owner's Recourse: \Vrittcn warranties made to the (.butler arc ill addition to irnplicd warranties, and sl►all not limil the duties, obligations, rights and remedies otherwise available under the iaw, nor shall warranty periods be interpreted as limitations oil dille, in which the Owner can enforce such other duties, ohligations, rigllts, or rcNIC(lies. I. Rejection of Wal'rantics: The Owner reserves the right to reject warranties and to linlit selections to products with warranties not in conilict with requirements of the C ono'act 1)ocu►uc'nts. L. The Owner reserve:; the right to refuse to accept Work liar the Project where it special r warranty, curtilication, or similar colnmitillent is required can such Work or part of the. Work, until cvidcncc is pruseuted that clititics required to countersign such commitments arc willing to do so. 1.5 SU13M IT'I'A I.S A. Subillit written warranties to tilt I .nginccr prior to the diltc certi(iccl tier Substantial Completion. II' the E'ngineer's C'crtilicate of Suhstantiill C'onlpletion designates a conullenccnlcnl elate for warranties other than the date of'Slibslantial C'onlplelion for the Work, or a designated portion of ili \Volk, submit written wiu'rantius upon request oi' the I?ngincer. I . When a desipllatcd portion of, the \Vork is c()rnpl(:acd and used by the Owner, by separate a�;ruenlent will) thu Contractor durin!; the construction period, submit properly-cXmited wal.1-a11tics to the I'.ngnlecr within liftecn clays of Completion of that LICSigllall'el portion of the Work. (.'5X59100 017.10-2 WARRANTW'S AN[) BONDS RO .- 12/12/03 BASIN 3 SANITARY SHVI,"I SYS'rFM RFI IABILITATION CITY (')F .IIIf Fl',RSON, NIISSOIIR1 13. When it special warranty is required to be executed by the Contractor, or the Contractor and a subcontractor, supplier or 111a11tllactur'er, prep;ll-C .1 written doelullellt that Contains appropriate terms and idcrltification, ready I61- execution by the raquirecl parties. Submit a draft to the Owner through the 1?ngincer for approval prior to final execution. C. Dorms ro►• special warrantics are included ill Section 008,10-Construction forms. Prepare a written document Iltilii.ing the appropriate 1,61-111, ready fur cxcclltion by the Contractor, or the Contractor and subcontractor, supplier or n1an11filctllrer. Sllblllit a draft to the Owner through the I'llginecr fur approval prior to (111,11 executionl. I. Refer to individual Section oI' Divisions 2 through lh for specific content requirements, and particlll;u requirements 161• submittal or:;pecial warranties. D. Form of'Submittal: At Final Completion, submit copies of cacti required warranty and bond properly executed by the C'ontr.1001', or by the Contractor, subcontractor, supplier, or m anuracturer. PART 2 - PRODUCTS pNot Applicable PART 3 - l Xl?CUTION Not. Applicable END OF SECTION 017,10 C5X59100 0174O-3 WARRANTIES AND BONDS RO -_. 12/12/03 13ASIN 3 SANITARY SE;WF,R SYS'T'EM RI;I IA1311,I'T'ATI0N CI'T'Y OF .IFIT'L?RSON, MISSOURI Sf?C.TION 01770 - CL OS PROC1 DLJRF.S PART I - GI?NU'RAL, 1.1 RF,L,ATE,1) DOCTM ENTS A. Drawings and general provisions of the Contract, including General and Supplenicntary Conditions and other Division I Spccllicatloll SCctiolls, apply to this Scction. 1.2 SLJMPOARY A. This Section includes administrative and procalilral I•CClllil•C111CIltS I0l' Contract closeout, including, but not limited to, tile, 161lowing: I. Inspection promlill•cs. 2. Pl-OjcCt RCCORI DOC11111C111.S. 3. Warranties. /I. Instruction ol'OWner's personnel. 5. Final cleaning. 1.3 SUBSTANTIAL CONIPLE'fION A. Preliminary Procedures- Beforc requesting inspection for determining date of Substantial C'onlpletion, Complete the flollowinb. List itcrlls below that are incomplete in request. I. Prepare a list of items to be completed and corrcCtCCI (punch list), the value o(' items on the list, and reasons wily the Work is not complete. 2. Advise Owner Of 11Cndlllg lllsllrallCC CllallgCOVCI' I•CCIu1rCl11CiltS. 3. Submit specilic warranties, workmanship bonds, maintenancc service agreements, final Cud IIcatioils, alld similar documents, 4l. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. hlcludc occupancy permits, operating catillcates, and similar releases. 5. Submit record drawings, danlatje Or SCUICnlcrlt surveys, propCrty surveys, and sirllilal- (111,11 I•CCORI illlOrl11a11011. 6. Deliver tools, spare parts, extra materials, and similar items to location designated by Owner. Label with nuulufilcturer's mule t111LI 1110dCl 111111"11M. whcrC applicable. ' 7. Make final changeover of pc i-mallcnt locks and deliver keys to Owner. Advise Owner's persolillel of changeover ill security provisions. S. Complete startup testing, of systems. 9. Suhnlit test/adjust/halance records. 10. Terminate and remove temporary facilities From Project site, along with mockups, construction tools, and similar dements. C'5X59100 01770-1 C'LOSP"OUT PROCI. D[. RES RO --. 12/12/03 BASIN a SANI•I'ARY tit?WI4.R SYSTI?N1 RI'IIAI�11,1'I'ATION CITY OI .I! •! I I Ittil)N, N11ti�;Ol 1111 11 . Advise Owner of changeovcr in hcat and other lllIlitics. 12. Suhllllt changeover Ild01-11miloll re'late'd to Owner's occllpalicy, llsc, operation, and mailltellalicc. 15. Inspection: Submil a written 1'Cl1l1C51 161. Illspectioll ill accordance with tllc General Conditions. 1 .4 FINAL COMPLETION A. Preliminary Prom-1111-es: BelON 11111,11 inspection 1i61- determining date of final Completion, Complete the following: 1. Instruct Owner's pel:sonncl in adjustment, and mairltellance of products, and Systems. 2. Inspection: Subrrlit a �,vrittcn rcyllcst loo' linlli irlspuction I'M' acccpt;ulcc, in accordance with the Oclicral Conditions. 1.5 1'R0,l[:C'T RE'C'ORD DOC'UN11INI S A. General: DO Ilot use ProjCCt RCCI)I'd DOCUlllellIS f(.)r constrllctioll I)ul'I)oSCS. PI'otCCt, Project Record Documents from deterioration and loss. Provide access to Project Record Documents li)r F,'Ilgirlcer's rcicrence during normal working; hours. B, Record Drawings: Maintain and sllhnllt onC SCt of blue- or black-line whilc prints of Contract Drawings and Shop Drawings. 1. Mark Record Prints to show the actual installation where installation varies from that shown originally. RCyuirC individual or entity who ohtained record data, whether individual or entity is Installer, subcontractor, 01, similar entity, to prepare the markCd-up Record Prints. a. (il\'C !)al'tlClllat' IttClltloll to Illlorlliation oil concealed clu-nicnts that cannol. bC rCallily idCntilicd anti rucorclCll later% h. Accurately record ins wmiitiorl in an undurstandable drawing technique. C. Record data CIS soon as possible alter oblaining it. Record and check the markup hcfi)ru unclosing; concealed installations. d. Mark Contract Drawings or Shop Orawint�,s, is most capable of showill" actual physical Conditions, corlll)letcly and accurately. Whcrc Shl)p DI'!IWiIlZ;S 11'C Illal'ked, Show cross--re t-rcm-C oil t olltract Drawlll*. 2. Mark record sets wills c:rasablC, reel-colored 1)(1161. l Esc other coli)r:, to dktirlguish bCl\VCcal CIMMUCS lc)r diflcrunt CatC4',UI'les of thW Work at tilt sank location. C5X59 I OO 01770-2 CI.OSl:O( )T PRO(I-T)URF,S RO - 12/12/03 BASIN 3 SANI'T'ARY SEWER SYS'f I?M Rild IAMIXI'ATION C'I'l'ti' OI .II;f f I?ItSt)N, MISSOURI 3. Mark important additional ill li6rrr lilt ion that was either shown schematically or onlitted Icons original Drawings. 4. Note Work Change Directive numhers, Change Order numbers, alternate numbers, alit( similar identification where applicahle. 5. Identify and dale arch Record Drawing; include the designation "PROJECT Rl?C'ORD DRAWING" in it prominent Ideation. Organize info rllanagcable sets; hind each set with durable paper cover sheets. Include identification on cover S1lcets. C. Record Specifications: Submit olle copy of'Project's Specifications, including addenda and Contract allodrlrcatiorls. jN/tark copy to indicate the actual product installation where instalhation varies from that indicatcd in Specifications, addenda, and contract nlodi fications. 1. ('live particular attention to information on concealed products and installations that cannot be readily idcrltifial and recorded later. 2. Mark copy with the proprietary name and model number of products, and materials I'll rniShed, including substitutions and product options scicctcd. 3. Note related Change Orders and Rccord Drawings where applicable. 1.6 WARRANTIES A. Submittal Time: Submit written warranties on request of' Engineer for designated portions of tllc Work where comnlcnccnlcrlt of warranties other than date of Substantial completion is indicated. 13. Organize W:.lrranty docrinlcnts into an orderly sequence based on the table of Contents of the Project Manual. PART 2 - PRODUCTS 2. 1 MATERIALS A. C'Icaning Agents: Use cleaning materials and agents recon1111CIVIC i by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that alight damage linishcd surfaces. (:'5X59100 01770-3 CLOSEOUT PROCEDURES RO 12/12/03) r 13ASIN 3 SANI'T'ARY SEMIiR SYSTL?NI 10"11AllILITAT ION CITY OF .IFFI-TRSON, MISSOURI PART .3 - f?XECUTION 3.1 FINAL CL ANING A. General: Provide final clealling. C011(IIICt CICarling and wastC-rellloval OI1CratiOl1s to r comply Willi local laws and Ordinances and Federal and local environmental and anti- pollution regulations. 13. CICUning: CICan CaCI1 S(Irf(1CC Or lllllt to C011dit1011 CXI)CCtCd in a11 aVCra9C Cleaning 111d maintenance program. C011ll)ly With 111a11llfldtlfCr'S Wl•It(Cll illSlrlldi011S. 1. Complete the following cleaning Ol)CratlonS hC101-C rcclueStillg inspection for certification of final Completion f6r Project: a. Clean Projcct site, yard, and grounds, in areas disturbed by construction activities, illCILl Ping landscape development areas, of rubbish, waste material, litter, and other foreign substances. 1). Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. C. Rake grounds ttn;lt arc ncitIlCr planted nor pav(,(l to a smooth, even-textured surface. d. RC11101'C tools, COIlStruction C(luipnlenl, machinery, and surplus material Rom Project site. C. Remove snow and iCC to provide Sa(c aCCCSS to building. f. Clean CXI)OSCd CXtcrior and interior hard-surfaced finishes to a dirt-free condition, free of stains, films, and similar 1orcign suhstances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective Surfaces tO their 01•igina1 condition. g. Renllovc debris and stllTlCC dust li•0111 IinlitCd lCCCSS SpaceS, including shafts, Irenchcs, equipment vaults, mallholes, allies, and Similar spaces. h. Sweep concrCtC f1001-S brOOnn CICan in unoccupiCd Spaces. I. Remove labels that are not permanent. j. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and SurfaCCS that Cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. k. Leave Projcct clean. C. Comply with safety standard; 1i01- cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner's property. Do not discharge volatile, harnllul, Or dallgCfOUS Illatel•I;IIS ill(L) dralllage systumis. Remove waste Illaterials frolll Project Site and dispose of lawfully. E'ND 01 S i I"C'H ON UI 770 C'5X59100 01770-4 CILOSFOUT PROC[IDURI�s RO -- 12/12/03 I I A S I N 3 SANITARY SI'WI.R SYS"TI?M RI;I IAI311,I"fATION ( 'I FY OED .►PI FFIRSON, MISSOI IRI SFICTION 02120 - 'I Izl?I: I'R(_)"TI:C"I'It )N ANDTRIMMIN( PART I O'NE RAI. 1,1 (ZI;I.A'f[:;D I)(7C'l_libl[.iN'I'S A. Drawings and gencral provisions of (lie Contract, including the General and Supplementary Conditions and Division I Specification Sections, Ipply to this Section. E3. Protect existing trees and shrubs that are Outr;i(Ic the I)erinnncnt conslructiOI1 casement,111d as noted on the Drawings From luliage, trunk and root damage that may result from construction OI)U,1 ions. PI-otcct li-anl the li)IlOwillt, danl;lgc. 1. Compaction of root area by equipment or material Storage, 1 Trunk damage by moving equipment, materials storage, nailing or bolting. 3. Strangling by tying r01)es ar guy wires to trunks Or large branches. 4I. P(:)iS011iIl14 by 1)ollrirlg solvents, gus, paint, ctc., on or around trees or roots. 5. Cutting of roots by excavating, ditching, etc. 6. Damage of branches by improper priming. 7. Drought (1.011( failure to water or by cllttl1w, or changing normal drainage pattern past foots. S. Changes of sail pl-I factor by disposal of link Imse materials, such as concrete, plaster, etc. PART 2 - PRODUCTS (Not Applicable). PART 3 - [ \E? ItASIN 3 SANITARY S UW I R SYSTI'M R1:11AII11,I'I'ATI()N C'1'I'1' O1 .fL111.?ItSON, MISSOURI 1). Do not allow fires under or adjacent to WIll.li►lil)tr, INCS car other plants. 3.2 C XC'A VATION A. Install shoring or other pro(ectivc support systc,nrs to nlininlize sloping; or benching of excavations. 13. Do not excavate within tree drip line I,lt•trees indicated to remain, unless otherwise indicated on the Drawings. C. Where cxCavation in lawn areas for new construction is required within tree drip lines for trees indicated to remain on the Drawings, hand excavate to minimize damage to root systems. Use narrow-tine spading forks and comb soil to expose roots. D. Where utilities trenches in lawn areas ar'C rcduir•rd within tree drip lines for trees indicated to remain,tunnel under or around the roots by drilling,auger horing,pipe jacking,or digging;by hand. 1. Root Pruning: Do not cut maul lateral roots or tap roots; tilt only smaller roots that interfere with installation of new work. Cut roots with sharp pruning; instt•unlCnts; do not break or chop. E. Where utilities trenches in field or wooded areas arc required within tree drip lines for trees indicated to remain, do not cut tap roots. Cut other smaller roots with sharp pruning illstrunlcnts; d0 not break or chop. 3.3 "I'RI313 PRUNING > Construction. A. Prime talc rcmauun�, trees of lccicd by tcml oral'y and nc�w ct nstructrc. n. 13. PRMC I-CIll filling trees to Compensate liar root loss caused by damaging;or cutting;root system. C. Pruning Standards: Prune trees according to the National Arborist Association's "Frilling Standards for Shade 'frees." 1. Class II: Standard pruning, 2. Class Ill: Hazard pruning. 3. Class IV: Crown-reduction priming;. D. Cut hrancllcs with sharp pruning instruments; do not hrcak or chop, 3.4 DISPOSAL O1' WASTI_ MATI? BASIN 3 SANITARY SI;W'E-R SYSTI'M RI?I IABILITATION CITY 014' ,IE1-I-ERSON, MISSOURI A. Disposal-. Remove excess excavated material, displaecd trees, and excess clips frolll the project Site. END OF SEC'T'ION 02120 CSX59100 02120-3 TREE PROTEC'T'ION AND R0 - 12/12/03 'TRIMMING BASIN 3 SANI'T'ARY SI;WI;R SYSTFM IMI IA1ill.lTATIt)N CITY O[' ,ILI-f-TRSON, MISSOURI SECTION 02140 - Dl?WATERING PART 1 - GEM I.l R[ L,A"I'I?D DOCUMIN'I'S rA. Drawings and gencral provisions of Contract, including General and Supplementary �l C'onditions rued Division 1 SpeciIIcation Sections, apply to this Section, 1.2 SUMMARY A. This Section includes provisions for dewatcl-111g. B. Dewatcring consists of performing, work necessary to lower and control groundwater levels and hydrostatic pressures to permit excavation (1lld construction to be performed in near-dry conditions. C. Control of surface and slll)surlacc water, ice and snow are part of the dewatering 1'CCllllrc11 eats. U. Protect subgrades and foundation soils from softening and damage by rain or water accumulation. 1.3 SUBMIT"I'ALS A. The Contractor shall obtain a L,;uld DiSllll'ba11CC Permit fi•onl tllC (Missouri Department of Natural Resources as required for the proposal amstructlon activities prior to commencing ally dewatl:ring, excavation or other similar construction activities. The COnh'aetol' shall subrllit to the C'nginecr for review, detailed plans showing how the Contractor intends to handle and dispose of sanitary, groundwater, and storrn water flow. 1.4 QUALITY ASSURANCE A. Operator Qualifications: PerlNin dewatcring operations with supervisory personnel }laving .lt lCASt 10 years cxpericncc in 11c1d ofdcw,ctcrinb. 13. Maintain ad,;yuatc supcl-vision and control to cnstur. that stability of subgrades and excavated and constructed slopes arc rich adversely affected by water, erosion is controlled, and Iluocling of excavation or elarnagc to slructures does not occur. (5X59100 02140-1 1.)LsW ATE,RING RO -- 12/12/03 BASIN 3 SANITARY SHWI',R SYSTEM RVIIIABILITA`I"ION CITY 01" JI',FFFRSON, 1v11SSOURl PAR•I" 2 - PRODUCTS Not Applicahlc, PART 3 - F-WCUTION ; 3.1 DEWATERIN(I M A. Provide an adequate system to lower and control groundwater ill order to permit excavation, installation of sewers, colistrllclioll of structures, and 1)lacelllcllt of fill materials under dry Conditions. Install sufficient (lcwatcring equipment to drain water-bearilig strata alhove illld below bOtt011l Of' strilCtill•C lo(nldatronS, drallls, sewers, and other excavations, B. Rcducc hydrostatic head in water-hcarillg strata hClOw structul•c CoundationS, draills, sewers and other excavations to cxterlt that waltcr level and pie%onlctric Water levels 111 construction areas are below prevailing excavation s(Irlace. C. Dispose of water removed fi•orll excavations ill a rnallllcr to avoid en 1,1118 ring public health, property, and portions of work under construction or completed. Dispose of water 111 it manner to avoid 1nCO11venience to others. Provide sumps, sc(limentaltloil tanks, and other flow control devices as required by governing atithoritics. D. Provide standby equipment on site, installed and ava.ilahle, for immediate operation if required to maintain dcwatcring, on it continuous basis in event any part of system hCCOl118S inaldC(luatc Or fails. If dewatering, requirements are not satisfied (lue to inadequacy or lailurc of (Icwatcrin , system, perform such work as play be required to restore dalnlage(I structures and foundation soils at no additional expense to the Owner. END OF Sf''CTION 02140 C5X59100 02140-2 DF-MATI RING RO -- 12/12/03 BASIN 3 SANITARY SF.WI?R SYSTI'.Nl RIA IAHILI'fATION CITY ()1` .IFl1A;RSON, MISSOI I R I SI?C TION 02100 - IF.XCAVATION St PPORT S1'S I I:;ti1S 1.1 RI?1A'I FD DOC'Uti11:NTS A. Drawings and 4;cncral provisions of' Contract. including; Gencral and Supplementary Conditions and Division I SpCCilicafirin Se(-'lions, 11)1)ly to this Section. 1.2 SUMMARY A. This Section includes, but is t►ot limilcd to, the f'011owing: I. 1-1XC IVati0I1 suI)I)ort neccss;uy to pro(cct cxistin> buildin-gs, streets, walkways, Utilities, and other 11111)1•ovclllcllts and CXC';1\';Itlotl ag,'alllst loss of l;roulld Or Caving etllbanklllcilts. 2. IVtaintcuancc of excavation Support system. 3. Removal ol'cxcavation support systc m, as required. B. Tile Contractor shall be responsible for design, installation, ;Intl monitot'inb of the excavation sul)Ix)rt systems. FAcavation support will be required to protect r;xisting structures and prevent the 1►ndcrnlining of future slrt►ctures. Typcs of excavation support Systems include, but arc not limited to, the following: 1. Soldier Miles and lag gilli., 2. Steel sheet piles. 3. Liner plates, r4. 'french boxes. i C. Construct and maintain all shoring; alld bracing; Ileccssary to protect file excavation, as heeded For the salcty o(* ctllployces and as required by applicable Federal and State laws. 1). The tyl)c ofe,rc;lvatiun support used shall he removable 1,0I1owint; the inslallatiorl of the pipeline or structure. No pernlancut type shoring or sheeting shall he used which must remain within the lilmis ()(f file excavation unless so by tllc I?ngincer in accordance with 02 100.3,1. The excavation support system shall be removal fi)llo\villg; approval by the Engineer of the excavation, illSt;dtatlon 01'111C 111))elinc or stl•ucture, 111d installation ofrc;gtlired backlill material. 1.3 SIJBMITTALS A. Cienc'ral: Submit the lilllwNinti in accordance wilh Conditions of, ('ontr'act and I.)ivision I SI)ecific;ltion SCCIIOIIS. C5X59100 02100-1 FAC AVATION SUPPORT SYSTHMS RO - 12/12/03 13A;;IN 3 SANI"I'ARY SF'W1:R SYSTlN RFAIAI;II,I'LA"I"ION CITY O .II1J`I 1?RSON, NIISSOI IRI 13. Belpre starting work, submit all c:xcavatio►l Support s_ystcrll Ilan which includes design drawings oudining the sequence and ►ncthods of, installation and removal, and the materials, sii.es, and arraull,cnicnt of" mcnlhcrs proposed for use as excavation support. drawings and other data shall be 1)rcpal-cd and scaled by a plolvssional cligincer registered ill the Stale of N/lissouri. System design and calculations must be acceptable to local authorities having jurisdiction. 1 .4 QUAL,I"I'Y ASSLIRANCI: A. Supervision: la.ngage and assign supervisioll of the excavation support systcn► to a dualilie(I I)rofcssional c11 J1JI M' 1'crundali011 consultant. L3. L'Alginecr Qualilicatlons: A protcssional engineer legally authorized to practice in the Slate of, Missouri and experienced in providing successful engineering, services for excavation support systems sinlifar in cxtcnt to that required 161. this Project. 1. Submit panic of engaged cliginccr►ng consultant and qualifying technical experience. C. Regulations: Comply with OSI IA rcv,111atio►ls and other codes, ordir►arlccs, and laws of governing authorities havinL;jurisdiction. 1.5 .1013 C'ONUITI01v1S A. Before starting work., vcril"y governing c.linlensions and CIM16011S. VCI'Ify C(.Aldlli011 01' adjoining 1)1'01)erties. 'fake photographs to record ally existing settlement or cracking of structures, pavements, and other inll)roventcuts. Pre1)arc at Iist of sticll clan.laLIcs, verified by dated photographs, and signed by Contractor and others conducting; investigation and witnessed by tilt I;n"inccr. 1.6 L",XISTIN(i UTII.ITII'`i A. Protect existillt; active sc!wcr, water, gxa , cleclricltY, tc,lephonc, cahle "fV, and either wilily services and structures. 13. Notify nluricilr,d ;I'gencics and service utility COMI)anies havint; jurisdiction. C'orliply With requirements ol' govCrning atltholilies and aguncles liar protection, relocation, I'cliioval, alld discoltlllllllllll, ()I 'Scl'vlces. C'5X59100 02160-2 HN("A\1ATI0N S II'POIt"I' S1'S"I'I MS RO - 12/12/03 I!J 1:3ASIN 3 SANITARY SIAVI;.k SYSTI-:M RIAIA13f1.1TATION CITY 01 .I l!1;l'1?kS0N, NIISSOI Ike PAk'1' 2 - PROIA !CTS S 2. 1 MA`I'I:kIAI,S A, Ciencral: Provide adccfuafe shoring; and bracing; rnalerials. which will support loads imposed. Materials need not Ile new., hill sheeted he ill scl-viCCahle condition. 13. Structural Stccl: ASTN/l A 0. C. Steel Sheet files: AS'I M A 328. D. Timhcl• bagging: Any species, rouble-cut, mixed hardwood, nominai 3 il►chcs thick, unless otherwise indicated. PAR'i' 3 - EXfiC.'U'1'ION 3.1 SHORING A. Protect the site front caving and unacceptable soil nlovcrllent. wherever sheering is required, locate the system to clear permancnt construction and to permit forneing and finishing of concrete surfaces. Provide shori114; system adccluatcly anchored and braced to resist earth and hydroslalic pressures. 13. Shoring s slclus retaining earth on which the Support or stabili!Y of existing structures is dependent Illust be left in place at completion of work. If wood is hart of'the sIioring system near existing; SIr;lClllres, use pressure prescrvalivc lrc.c►tecl materials or remove as hacklill is placed. 3.2 l3RACIN6 A. Locate bracing to clear perlli;lwmt work. 11 11(TCt;s;ll'y 10 Illovc it brace, Install new bracing prior fo removal o1 1)1'IgIlml hi-m-l.' 1:3 Do not place bracing, where It will be Cast into or inchldcd in pCrn1.111cnt concrete; work, except as otlivi-wisc acceptable to I?nL;illc c r. C. Insl;Ill internal hraCini�, i f required, to prevent sprt"adini., or distortion of braced frames. U. Rlaint;lin bracing ullfil �1111Ctural elements Orc supporlc;cl by olher bracing or until permanent construction is able to withstand lateral carrh and hydrostatic pressul'cs. C5X59100 u210t►-3 1AC'A'VA H ON SI11)1)ORT SYSTEMS RO-- 12/12/03 13ASIN 3 SANITARY SI:WI'R SYS'I'FNI R1:11AII11,l'I'A'I'I0N ("'I'CY C)f.' .IFI-IFFI tSON. MI`iS01 IRI I?. Remove sheeting, shoring. and Orrcinl; in stir4;es lc� avoid disurbancc (1) urulc�rl,ying sails '111d damage to structures, pavements. I'acilitics, 'Intl utilities. 1�. Repair or replace, ;.Is acceptable to Il-nginccr, adjaccnt \vork clamagcd or displaced through installation or rclrloval ol'cxcav,rlion support sysicm. FIX) OF SC;CI'IC)N 02160 C5X59100 02100-4 I XCAVA'1`I(.)N SllPPOR`I' SYSTEMS R0 .._ 12/12/03 11ASIN 3 SANITARY SI-AVV,R SYS] I:i�1 RI?l I A It I I,ITAT ION ('I"I'Y OI .II.I I I?It�iON, MISSOl JTI Sl'.( ' I'ION 02220 I;:A( 'AVA I IM, ItACKI-11 I ING, ANO ('( )IMPAC I It )N PART I - GI-.NI•.RAI. ) 1 )O 't i\ �N"I'S I .1 Itl•,L.�i l l•,I ( 11 A. I)nmvings mid gcucral prm isit,lls (,I' CmIlract, il►cltldini1, (ien(-r;ll 111(1 SuppICIIICntMry ('(,u(liti(,ns, and 1 )i��is(I,II I Sperilic;Iti(,n sec!liuns. apply to thi,; ;;OAMIl. 1.2 StI1V1 I'd AIlY t?xtcrll (,f' lreneh cxcaviltlmi and iackfili w(,rk shall he as rc(luirc(I 1(I perl(,rrrl the external pmIll repair, inchld.iug ncv: rllanh(dcs, as idcniilicd ()n the Drawing,, and specified herein. Twitch cxcavaliun and h;Ickfill wm-k includes pipe and nl;nlholes ;Intl shall ASS include hurillt; Mils and vcrtica) s11111s cxcaVatcd in c(,njunc(i(, ) with utility Constl'llcti(ll). I I. 'truth excaValiun inchidirli" pipe; ;uld illaillmics. 2. I (�undalinrl slahilir.aliuu. 3. Pipc hcddini,' and trench (pipe Mud nlanh(,Ics) hacklill. 13, l7cfi flit i()n: "I'.xcaVMli(,Il" e(,usists ()I' renl(,V;ll ()I material cuculluicrcd to) subgrade CleValiolls Indicalc'd and `;tlhsc•(lut.-Ill dl'<pu`;al m. sl(,ra4.!e (,I Illatel' OIS r(-nlOVed. C. Related Secti )ns: I'hc Ii,II0Will).! sccu()rl ; c(,ut;(iit rc(luilculcllis Thal relate t(, this sccti(lrl. I. DiVisi011 '. Sectit,rl 0— -to "Ih��;lt� ring Ii,1 rcllmval ',I* walcr durilli cxCavat1011 and hacklill ?. Dig isi(,u 2, `icctlmi t)2I(,U ''I•xc;IVMI(W `;up;u,rt SVStCIIV;" !01' shc•c1in,'2, ;uld hracin ;, sht,rinz;, Mild french hO.;es used &II illit cxc av;I1I n 3. I)iVisi(,n ?, ticcliun (►_'15 i 'Txlcrn;ll kgvirs It, SMnil cry S'c(\crs'. A, ('(,(ICs Mill Stan(I;Ir(1,: I'crit,rnl Ircllch exraIVI1I Il \wrk in cmilphal►ec with appliclhle rc(luircnlc•1►t, (,I"t;(,��ernult�, antllttriti(�.; had Iul� jurisdlclittll. 13. 1 es ling ;tlld In•-�pcc li(ul `;c i vicc: the ( 't,ntr;n t(,r .. III ret;lin ;I (luau lied IMIcpcudent testing, ;lgowy (() perl()rnl slnlplllli" ,tlld Icstlul, (11' st,il and hacklill nlatc•rials llr()p()scd 161 IIsc iu wm, k, to pr()v id,. licld ((:stmt; I';ICilitics 1,61- (lualit`- c(,ntr(,l (luring, hack I'll IIII", to pr()cidc 1'61. ;dl tcsliug (t) c(,nlrul the• spccilic(I (lu;llily 01' hacklill materials (,ht,Iiucd I'Will Ilmicri;ll r;(Ipphcrs. (15x501()0 ti,"2()-I I-.`( 'AAA I'ION, I;Ac.'l•.:1 11,I,ING, R0 - 12112M.; AND ( 'OM PAC TION BASIN Z SANITARY SI`.WFR SYS1.HM kI"IIAlillYl A'I ION ('I'I'Y Olr ,li.I l l;ktiON, MISSOURI 1.4 StI VIM ITTAI'S A. The Contractor shall mimlit to file l:rlgincer appropriate data and material samples, as herein rceluircd. A C'crtilicatc elf' Compliance, inducting test results For gradation, (Ilu•ahility, 111(1 0111cr spccifial rcciuircnlents, as applicable, shall he included with each material sample submitted. Li. Product Data: Submit 161- review manufacturer's product data that indicates Conforrllallce with specificd rcduircmcl►ts and application, as requested by the I?ngincer. For each admixture proposed tier a given mix, tllc nW1111filcfllrcr of that ad1lliXtu1*c must provide written certification of compatibility with cacti other admixtiliv proposed lol• use in the sank rllix. For each admixture, provide written Collfirmatiorl of chloride iorl content front each admixture manufi►cturcr prior to suhnllttal of' Controlled Low Strength Materials (C'L,SM) Mix Rcports. C. Mill Analysis: Submit Mill analysis of" fly ash anti cement. PART 2 - PRODUC"I'S 2.1 PIPE BEDDING AND BACKFIL.L. (PVC (iRAVITY S1--\Vi k 111('1:) A. The pipe bedding shall extend Irons beneath the pipe as shown on the Drawill s to not less than 6 inches above the tip 01,111C pipe crown Ulld s11a11 conli.lnu Irl r1STN/l D-2321 for Class 113 material;, with a nlaximilnl particle size B. The initial hackfill From () inches to 12 inches above the pipe crown play he earth backfill as described in paragraph 2.2 Trench Backfill. Granular hacklill is rcquircd from 0 inches to 12 111cllcs above the pipe crown when located as described in paragraph 3.9F. C. C'onh•ollcll Low SU•cngtll IN/li►tcrial (('I ski) shall he used whcrc sp(:ci f 1cd and as shown on the Drawings. Controllcd Low Sl.rcngth llillcrial (C'LSM) may he nscd ill lieu of granuliu• materials with fhc iIpprovill of the Lnginccr. 2.2 I'ItL:N(_'ll BACKFII.1, A. Earth Backfill: Salis(actory :foil ruatcrials arc AS` N/I 1) 2487 soil clilssilicalion groups GW, (ikl, SM, S\V, (;( , NIL, MC , ant! (.'1.. five ofrock Orgrivt:l l;�rs,cr 111.111 2 inches in idly dilllcllsioll, debris, \Waste, frozcll matcriads, \'coctatioll illlll mlic1' 111 letl'1'I(llls IllilttCl. lfnsatisfac•tory Soil nlatc:rials arc ASTNI D 2-187 soil classlllcatlon groups GP, S11, 01., 011, CH, and PT B. Granular Backfill: Con101.111 to AS,l 1\1 D-2,;-11 lily ( 'lass M matcl-hils. C5X59100 02'2(1-2 FXC'AVATION, 1(ACKL'ILLING, RO - 12/12/03 AN1) (T)M1)AC'"I'I0N BASIN 3 SANITARY S W F R SYSTI-A,I RI.i 1AiI11,ITATION CITY ()I: .IITFFRSON, %lISS0 1 JRI C. C'onilllcl•clal sand backlil( shal( lwt he ►Iscd. 1). Controlled (,ow `itrclu;lh Niatcrial: Whcre rcquin-,d and as ,ill alternale to emth or gr.ulular hackliil, controlled low streng1l) matclial (C'ISM) lnay he used. ('I,SNI shall consist ell' TYpe I Portland Cellicnt, (Nall River Salad, Poh►hlc Water, and other additives per nlix design. Portland ( 'unlcn( shall Conform to AM A1 Sllccilil:ation C'150. Sand shall coulilrin to fine. aggrcgate as specified in ASTM ('33. 11' used, Ily ash shall conl'orm to ASTM Co IN, Class C. Additives may he used with Fngincer's approval. 2.3 C0M1)AC"I'ION 1`01 J I I I M I"NT A. Approved power equipmcnl Capable of ohtaininp the specified compaction, and operated 111 strict accordance With Ills; limlllllacturcl's instructions alld 1'ccolliniC►ldatlons. I duillmurit shall be nrlintained in Such condition that it will dCHYCl' the rllzlllufhcturer's I'Mcd compactive C11,61'1. C3, ,letting ol'ha(,kfill nultcri,d shall he lurhidden. 2,4 NiATFAZIAI, APPROVAL A. Samples olall materials proposed liar use in the work shall hC suhillitted to the t ngincer for approval prior to placing orders. Samples shall he representative and shall be clearly marked to indicate the source oi'the material and its Intended use oil the ilroject. 13. Required C'LSM Mix Type and Qualitics: Use the f'ollowirlg mix types at the locations approved by the I'ligillcel' wllcl'c' shown oil the Drawings .uld whcru indicated in other Specification Sections by reference: I. Mix C'DF Controlled Density mill: 28-day unconfined compression strength elf he 80 to 120 17s1; water to cclllcn( ratio 1 .0 mimmmil to 1. 15 maximum; allowable shrinkage less than I percent; fly ash to ccment ratio shall he 7:1 minimum to 9: 1 nlaxi►nunl; slurnp shall hc ') inches to I I inches. 2. Mix C'Df With All- C'ontrollcd Density fill Will) .fir F-wrainment: 28-day ' unconf"rned compression stl'cn�',lh of l"C_- (1 10 120 psi; water to cement ratio shall t7c 1,0 or less; air content shall not exceed 333) flcrccnt; "►Ilo"vable shrinkagc less than 1 pacclw slump shall he 9 inches to I 1 inches. C5X59100 02220-3 i:AC"AVA'I ION, 13AC'KFILL.INC, IZO - 12112/03 AND COMPACTION BASIN 3 SANITARY SEWER SYSTV,NI R F I IAIi11,ITATI0N CITY O .R." I. 1,160N, MISSOURI PART 3 - FIX1;CL.!"HON 3.1 "fR NC.'III;XCAVATION A. Trenchcs shall be excavated with vertical sides liunl an elevation one-loot above the top of pipe to the bottom of'the trench. 13. Trenches steali hl: cxcm,"Ited to a width, which will provide adequate working spilce and sidmall clearances fell. proper pipe installation, Jointing, and cnlhe(lmcnt. However, the limiting trench widths From the bottom of'the trencll to an elevation One-foot above the toll of installed pipe, and the minlinum pcl•nlissiblc sidewall clearances between the installed pipe and each trench wall :;hall he as indicated on tilt Drawings. C. Stipulated minimllnl si(Icwall clearances aru not minimum ave►ag(, clearances but are nlinimunl clear distances, which will be required. 1:). Cutting trench banks on slol)cs to re(lucC earth load to prevent sliding and caving shall be used only in areas where the increased trench width will not interfere with surface features or encroach on right-of-way limits. Bottom of such slopes shall not be closer than one-loot above the top ol'thc I)il)c. Cost ofsuch excavation and backfill shall be at tilt; expense ol'the Contractor. I... Where, 1,61- ally reason, the widdl of'tile lower portion of'the trench. as excavated at any pOint, CXCCeds the nlaximurll per111itted as shown un the Drawings, either pipe of adequate strength, special pipe enthcdnlerlt, or a1'ch concrete encasement, 1.s required by loading conditions and with the concurrence of the Engineer, shall be furnished and installed by and 1t the expense of'thc C'ontraclor. i . No more trench shall be opened in advarn:c of pipe laying than is necessary to expedite the work. llrtless otherwise authorized by the Lngincer, no m(u•e trench shall be CXCiIV,ItC(I ill a day than Call be lilld 111 (llll'lllg that WOrking (lay. G. Backfilling shall begin as soon as practicahlc hilt du nut cuntntcnre until alter sewers, drains, sewer1112c and dralllagC st*uctlll'CS, pipe, conduit and Other aluipnlent alld a1purte11ances have been placed in ucnch Or similar eXCavatiuns have been properly constructed or installed, as applicahlc, and inspected, Backfill shall he placed in such a 11tanner as n( t to disturb, (Fanlage, or subject such facilities to imhalaneed loads or threes. 1.1. FXCaVatL tier stvctures to indicatcd or csisting elevations 111d (11mensions wlthlll a lolerance of plus Or Illinus 0.10 16ot. I'YtClld excavations a suflicicnt distance From structures to allow placing and NIIIOViltf_.' COlICNtC kwinwork, installing services and Other construction Ind 101' inspections. C5X59100 022'(1--I FXCAVATION, IiAC'KI'ILLINC, RO 12/12/03 AND COMPACTION BASIN 3 SANITARY SI ER SYSTFAI RI?IIAI311.1'I'ATION CITY O1- .11?11 1"RSON, MISSOURI 3.2 SI1FCIAI, TRI NC'1I FAC'AVATION AND BACK FILL RFSTRICTIONS A. The Contractor shall maintain vehicular ;ICCCSS along the existing roads at all times. Where Construction activities undCI- this C'ontrad cross the existing roads, the work shall be SChCCluled to nlillirnire intCrfCI-CnCC with vehicular traffic. The Contractor shall provide temporary vchicul"ll. access roads, where required, around construction work. 'temporary graveled vell►cular access roads shall have a minimurn width of 12 feet and shall be maintained by the C'orltractol• during; use 111"Id removed, as directed by the Engineer, after vehicular access has bcCn rc-CStablishcd 111011`1 Cxis(irlg reads. 3.3 OBSTRUCTIONS A. Remove all obstructions CncounterCd within the trench area or adj.'ACCnt thereto. The Engineer may, if rCquCSted by the Contractor, approve miner changes in trench alignment to avoid major obstructions, provided such alignment changes can be made within the permanent Casement or right-of-way lines and without adversely afibcting the intended (unction of the Facility. The C'0lltraCt01'Shall pay any additional CostS reSUltillg 1r0I11 SUCII aligll►11Cllt ChallgCS. 3.4 GRADI A. Excavate tile trench to the existing lines and grades as specified in Section 02753 -- External Repairs to Sanitary Sewers. 11' the trench is excavated below the required grade, correct any part of the trench C:xcavatcd below the tirade, at no additional cost to the Owner with granular material of the type specified for pipe bedding. Place the granular material over the Full width of trench in compacted layers not exceeding G inches deep to the established grade with allowance 161- the pipe holding. 3.5 SHORING, SIIEI-TINCj, AND 13RACANG (EACAVATION SUPPORT) OF TRENC'I-IES A. Bracing and Shoring: It shall he the responsibility of the Contractor to maintain all work in compliance .l'ltll current Occupational Safety and Health (OSI-IA) standards. In addition, t►'CIICI1CS InClUdlllg C►llbanknlcnts, shall be shored or otherwise Supported when the trench is more (hall five (5) Cut in depth and examinallon of* the ground by a Competent person provides no indication of potential cave-in. In lieu of shoring the trench sides above the 5-loot level play he sloped to preclude collapse, but shall not be steeper than it 1-loot rise to each IM horizontal. B. Wherever a trench box is used u1 place of sheeting or shoring, care shall be taken to prevent the pipe from moving when the trench box is moved. The pipe shall be secured to prcvcnt lon11itudinal MONICnlerlt. C5X59100 02220-5 EXCAVATION, RACKFILLING, RO --- 12/12/03 AND COMPACTION BASIN 3 SANI'T'ARY SI;WI R SYSTIAM RI?1IA1311,ITA'l'ION CITY OF JF11:1 1?RSON, MISSOURI C. Additional requirements 16r excavation Support systellis are outlined in Section 02160, I;xt,avaliun Support Systems. 3.6 SL'ORACif-' OF FWAVATED MATERIAL. A. During trench excavation, place excavated material only within the approved working area. Do not obstruct any roadways or streets. Conf,6rn► to all federal, State, and local codes governing the safe loading, ol,trenchcs with excavated materials. 3.7 REMOVAL OF WA'T'ER A. At all tittles, 1novlde and maintain 1111PIC lllcalls and (ICvice,S to promptly remove and dispose of all water entering the trench excavation during the time the trench is being prepared for the pipc laying, during the laying of the pipc, and until at least the backfill of the pipc ions has bccrl conlplctc(l. 'I'hcse provision, shall apply during the noon hour as well as overnight. Do not, under ally circumstances, permit the dewatering process to interlcre with or allow water to CntCr the C011Str►IC6011 area of ally other Contractor. Provide the necessary means and dCVICCS, as approved, to positively prevent SUCK occurrences. B. Dispose of the water in a manner to prevent damage to adjacent property and prevent interference with adjacent Contract areas. Drainage of trench water through the pipeline under construction is prohibited. C. Additional dcwatcring rcquircnlcnts are outlined in Section 021 10, Dewatcring. 3.8 FOUNDATION STABILIZATION A. When, ill the opinion of the Emgincer, the existing material in the bottom of the trench is (ulsuitablc for supporting the pipe, excavate bCIOW the subgradc of the pipc, as dircctcd by the Engineer. Backfil! the trench to subgradc of pipc bedding with material as specified for the pipe bedding and as directed fay the 1=?ngineer. Place the material over the full width of'the trench and compact in layers not exceeding;, G inches in thickness to meet the rcquircd grade. 3.9 '1'RENCII BAC'KFILI, A. 'french Bedding: 1. Place the specified thickness of' bcdclinL, material over the full width of trench. Grade the top of the bedding ahead of the !/ipc laying, to provide Brill, uniform support along the full length of'pipc. CS X59100 02220-6 I:XC'A\1ATI0N, 13ACKf"IL,1..ING, RO -- 12/12/01 AND COMPACTION I i A S I N .i S'ANI'TARY SI?WF'R SYS'I'I;M P 1',11AII11,ITATION C'I'TY O1` J1;11,F'RSON, MISSOURI 2. After cash pipe has been gra(lcd, aligned, and placed 111 final position ell the bedding material and shoved home, suffic:icllt Mlle hcdding materials shall be deposited and conlpactcd under aticl around each side elf'the pipe and back o('the hell or end thereof, to hold the pipe ill proper position and alignment (luring suhscclucnt pipe joining and back.filling operations. 1. In PVC pipe trenches, the bedding material shall he placccl under and around the pipe in uniform layers ilot exceeding; 6 inches in ullcolllpacted thickness and compacted to 85 percent o('nlamilllllll dl's (ICI1SIty IS determined by ASTM I:) 698, 4. Place the hcdding nlatcrial SIlllllltancously on both sides of the pipe, keeping the level of backfill the same oil each side. TlIc material shall lie carclillly phical and "walked in" around the pipe to Cnsure that. the pipe bal'I'C1 is conl1)letcly supported '111(1 that no voids or unconlpacted areas are tell. 5. If' unstable conditions arc encountered and it is dcicrnlirlcd by the I-;nginccr that the beddilIg SpeciFIC(I will not provi(lc suitable support for the pipe or manhole, additional excavation to the lilllltS dCtcrI11111Cd by the Hilgillecr will be rcdulrcd. This additional excavation Shall be backflllcd with crushed stone material approved by the 13noincer. B. Bell 1 toles: Excavate hell holes at each joint to permit proper assembly and inspcetion of the entire ,joint. No part of any bell or cou1)1ir10 shall be in contact \\ith (lie trench bottom, trench Willis, or granular cnlhcdnlent. when the pipe is joined. C. Initial 'french Backfill: 1. The initial trench hacklill shall include the full width of trench from G inches above the lop of the pipe to a horizontal level 12 inches above the pipe crown. 2 The initial trench backfill material shall be placed in 0-inch Hills and compacted to 85 percent of maximum dry density as deteniiined by AS iM 098. Material shall be hand placed and Compacted by hand tampers. 3, Rackfrll material shall be placed alld COI11paCtC(.1 only when its moisture content is within 2.0 percent of optinium moisture Content. U. Push the backfill material carefully onto file granular material and (Ill not permit (rcc 6111 of the material mitil at (cast 2 lcet of cover arc provided over the top of the pipe. Under no circumstances allow sharp, heavy pieces of material to (11-01) directly onto the pipe or the tamped material around the pipe. E. Final 1?arth Racklill: I. Farth hacklill will, olcncrally, hu limited to use in present alld Ritut'e unSU1111ce(1 arcuS whe1-c subSC(Iuent Sutllenlunt will not caIISC a problem. r 2. C 01111Mctc(1 earth hacklill will be rc(luircd fi01- the 11111 depth of the trench to 12 inches above the top of'tile pipe crown. Place backfill and fill materials in layers not more than 5 inches in loose (tenth 1o1- material compacted by heavy compact loll equipment, and not More than -1 inches ill loose depth (or material conlpactcd by hand-operated tarlipas. CS\59100 02220-7 1:XCAVXIION, 13AC'KI'11_1,1NG, RO - 12/12/(1; ANI) C'ON11)A("."PION BASIN 3 SAN RI?IiA1311,1TATION CITY C)I .11?FFFRSON. MiSSOURI 3. Compact backlill illaterial to 80 percent of nlaxilrlllni dry dellsit,y according to ASTNI I) 698 or to a density equivalent to the density of'tile ilmnediate adjoining soil. 4. Backfill material shall be placed arld Compactcd only when Its 1.1lo1Sture content is within 2.0 percent Of*Olhtillium moisture colltellt. 5. Udder structures, compact the top 12 inches below subgrade aml each layer of backrcll or fill material at 95 percent nlaxilnunl dry density. 6. No backlill shall be placed over or around any structure until the concrete mortar therein has attained a milllllll1111 Strength 2000 psi anti can sufficiently support the loads imposed by the backlill without damage. 7. The Contractor shall use utmost care to avoid any wedging action between the side of the excavation and the Structure that would cause any movement of the structure. Any damage caused by premature backlill or by the use of equipment Oil or near a Sti-1101.11-C will be the responsibility of the Contractor. 8. SackG11 shall be placed and compacted on all Sides of tho structure Simultaneously, and operations shall be so conducted that the backlill is always at approximately the same elevation on all Sides of the Structure. 9. No excavated rock larger than two (2) Riches maximum diniciisioll Shall be placed within onC (1) foot orthc exterior Surfiice of any Structure. F. Granular Backfill: I. Granular backlill will be required in present graveled roadways, Travel surfaced areas, future; pavement areas, and ui areas where pipes lie above or cross other pipelines as shown oil the Drawings. Subsequent settlement must be held to a Iililllilllllil Ill these areas. 2. Granular backlill will be required in all trenches excavated under or within five (5) feet or pavements, driveways, sidewalks, structures, or as directed by the Etighicer. 3. Place material in lifts not to exceed 8-inch loose thickness and compact each lift to 95 percent Of IilaXlnll1111 dry dC1lSlty at Optlllh11111 Il101St111'e co11tcrIt as determined by ASTM D 698. Compact the top Six inches or backlill in street right-or-way to 95 percent maximum cry density according to ASTNi D 698. Compact the top six niches of backlill Milder walkways to 95 percent maximum dry density according to ASTiIM 1) 698. G. Water Settling of "french Backfill: Water settling of trclich hackfill will not be considered an acceptable compaction procedure, and will not be permitted unless specifically appro\'C(l by the C:ngincer. 1-1. Icttiil of Trench Backfill: .Iettkig of' trench hacklill will not be considered an S acceptable compaction procedure alld will 110t he pCI-I1lltted. I. Controlled Low Strenu-111 Material (CLSM) C5X59100 02220-5 I;XC'AVATION, 13AC'U'll-_-LING, RO--- 12/12/03 ANC) COMPACTION 1!j 13ASiN 3 .SANITARY SI WI;R SYSTPM RlilIA III LITATION CiTY OF .11;1'i L?RSON, MISSOURI 1. CLSM shall be placed as discharge limo the Iransit mix truck around tits sewer pipe and to the required elevation in a continuous placement with proper prccautimis taken to prevent flotation. No vibration or compaction is required. 2. The ends of backfill placements shall be hulkhcaded with carth stanks or other means suitabic to keep backfill material in its intended place. 3. CLSM may be placed to the subgrade elevation of the pavement and the pavement replaced within 24 hours of'plar:ing file CLSM. .1. Cold Weather L'lacing of CLSM: Protect C'LSNI work from physical damage or reduced strenglll which could be caused by li'OSt, f-cuing actions or low temperatures. 1. When air temperature has fallen to or is expected to fall hclow 40 degrees F (4 degrees C), uniformly heat materials as necessary before mixing; to obtain a CLSM mixture temperature conforming to Tablc 1.4.1 of ACi 306 Report and maintain protection for minimum times as noted in "fable 1.4.2 of ACI 306 Report. The rate of cooling; should be gradual and should not exceed 40 degrees F per 24-hour following the cessation of heat application. 2. Do not use frozen materials or materials containing ice or snow. Do not place CLSM on 6'07011 subgrade or on subgrade contauung; frozen materials. 3.10 FIELD QUALITY CONTROL A. Quality Control 1'esting During Construction: Contractor shall retain a testing service to inspect pipe subgrade, bedding, and pipe backfill and obtain approval of Engineer before further construction work is performed. Allow field density tests to be performed in accordance with ASTM D1556 (sand cone method), ASTM D2167 (rubber balloon method), or ASTM D2922 and D3017 (nuclear method) as applicable. B. Have at least two field density tests takers at locatioa►s and elevations as directed, but in no case less than two tests per 500 lineal feet of trench backfill under structures, pavements, or sidewalks, unless otherwise approved by the Engineer. When backfilling in present and future trnsurfaced areas, a minimum of ogle field density test is required per 500 lineal feet of tri;nch. C. If, based on testing service reports and inspection, subgrade or fills, which have been placed, are below the specified density, provide additional compaction and testing at no additional expense. D. Results of density tests, which may be selected, will be considered satisfactory when they are in arch instance equal to or "reatcr than speclFC(I density. 3.11 rV1AIN'I'I'NANCL' OF TRENCH BACKFIL.L A. "file Contractor shall maintain all backlilled trench surlaccs until all work has been completed and officially accepted. Such nlaintcnancc shall include, but not be limited 05X59100 02220-9 L;XCAVAi ION, BACKI'ILLING, R0— 12/12/03 AND COMPACTION 1 13ASiN 3 SANiTARY SFMF-1R SY.S"UHM R111 Ali 11T 'ATION Oi, .IF Fi.RSON, MISSOURI ter, the addition of appropriate backflll material above the pipe initial Nacktill to keep the backfilled trench surface smooth, five froth ruts and potholes, and suitable For traffic flow. 3.12 SC;."I"i'LhtiIINT A. Any settlenient in trench backfill, which occurs dLll-illg the warranty period rind is attributable to construction 1roccdL11-CS, such is improper removal of shoring or insufficient compaction.; shall he corrected by the Contractor at his own expense. Any piping or fiiCilitics da111aged by such SCUICnicnt shall be l'CStol'CCl to their original condition at the C'ontractor's expense. 3.13 EXCESS MA'T'ERIAL MSPOSAL A. Excess materials such as vegetation, rubble, broken concrete, debris, asphaltic concrete pavernent, excess soil, spoil and slurry front boring opCrat-ions, and other materials not designated for salvage, shall become the property of Contractor and shall be removed From the job site and legally disposed of'. The Contractor must comply wlth all relevant regulations, right-of-Way, wort: space and permit agreements. The Contractor is responsible for acquiring any required disposal permits. B. The Contractor is responsible for transporting all excess materials to the disposal site and paying any disposal costs. 1?xcess material will he transportcd in a manner that prevents accidental spillage onto roadways. C. Excess spoil and slung will not he discharged into sanitary or storm drain systems, ditches, or waterways. D. Excess illaterials shall be rcmovCd front the site on a daily basis, such that the sitC is maintained in a neat and orderly condition. No stockpiling of excess materials oil-site shall be permitted. 13. 'File Contractor shall nicer all npplicabiC Cnvironnlent 11 regulations for handling, storing, tl•arlsl)orting, rind disl)0Sillg ofCxccss materials. END OF SECi'ION 02220 C5X59100 02220-10 IiXC'AVATION, BAC'KFILLINC, RO -- 12/12/03 AND COMPAC"PION BASIN 3 SANITARY SEWER SYSTEM R1;11ARILITATiON MISSOI IRI SI C"TION 02450 E.ANDSC'AP1` 1VOR1II'� 1)AR'T 1 - C,ENI RAL 1.1 A. Drawings and gcncral Ilrovisicllls 01' 01C Contract, inclilcling (icncrltl and SuhplCnlcllt;u'y Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the Iollowing: I. Fine grading and pl'cparing turf tircas. 2. Fur'rlislling tlnd applying new topsoil ifrcduircd. 3. Furnishing and applying ICi"tili%Cl'S. 4. Seeding dammed lawns and field areas. 5. Sodding damaged lawns. 0. Reconditioning existing turf. 13. Topsoil will be stockpiled for reuse. Ifduantity ofstockpilcd topsoil is insufficient,provide additional topsoil to complete turfing operation. C. All tlreas disturbed by construction shall be secdcd or soddC(I CxcCl)t fbr paved areas. Restore WIT With SI)CCif1Cll grass species. Unless otherwise specified oil the drawings, turf areas damaged shall be 1'CStOI'Clt by reseeding. D. Protection of Existing Improvements: Provide protection nrcxcssary to prevent damage to existing improvements. iI . Protect improvements Oil adjoining properties and on caselllcnts. 2. Restore damaged improvements to their original condition, as acceptable to property owner's. 1.3 DEFINITIONS A. Dawn Areas: Improved and maintained horticulturally developed turf. Maintenance may consist of watering, fertilizing, mowing, weeding or other operations. Thesc areas include but are not limited to residential properties, parks, and commercial developments. B. Field Areas: Undeveloped arC,ls 'with unilllpl-OVCd a11d 1111111ailltaiile(I vegCtatioll. C5X5')l()O 1124180-1 LANDSCAPE WORK RO ._ 12/12/03 13ASIN 3 SANITARY SEWER SYS'T'LM RU.11ABILITATION CITY OI JIiI 11,ItSON, MISSOURI 1 .4 SUBMITTALS A. General: Submit each item in this Articic ;Iccol.(lillg to the Conditions of the Contract and Division I Specification Sections, 13. Certification of grass seed from sccd vundor for SpcciIled graSS-sccd nlixtlu'c stating the R'I botanical and common name and percentage by weight of each species and variety, and percentage ofpurity, L;crnlination,an(1 weed seed. Include the year of,pro(luction and datc of packaging. C. Certification of seed mixture fol.sod, idcntilying sod socncc, Including name and telephone Itiulllbcr of sllpplicr. D. Ccrlif ication by product tnanuflCtUIVI'(hal the ICI'tllizer supplied complies with requ1rC1 enis. 1.5 QUALITY ASSURANCE- �A A. Installer LIIlilicatiunS: H'llg l gC an experienced Installcl• with a record oi'successtul turf establishment. 1.6 DELIVLRY STORAGE,S O AND D HANDLING A. Seed: Deliver sccd ill original scaled, labeled, arui Undamaged containers. B. Sod: Harvest, (deliver, store, and han(IIC SOLI according to the requil-Clllents ofthe American Sod Producers Association's (ASPA) "Specifications Im Turfgrass Sod Materials and Transplanting!InstaIIing." 1.7 COORDINA'T'ION AND SCHEDULING A. Planting Scason: Sow seed (luring normal planting seasons for type ofwork required, B. No sodding shal l be done during the period frond June 1 to September 1, unless the planting season is extended by the Lngincer. C. Weather Limitations: Procced with planting only when existing and for'ccast weather Conditions are suitable 1,61- work. ' 1.8 MAINTENANCI- A. Begin maintenance of til( 1111I1e(hatcl afler each area is })lantccl and continue until final acceptance. C5X59100 02480-2 LANDSCAPE WORK RO --. 12/12/03 13ASIN 3 SANITARY SNWP.R SYSTEM REHABILITATION C'I'TY C)1 ,If?I'I I;1dSON, MISSOURI H. Malllta[Il and establish tlll•f areas by w;11.: im., 16-tilitilw, Illowitiv, and other I'Cquil•ed operations. Roll, rcgradc, alid I•cl)I ►nt have or rrodrd arras .old rcnlulch as requircd, C. Add new mulch in arcas where n1111ch has I)C(:n disturbed by wind or Illuintcnilncc oI)Cratior)s sufficiently to I11►Ilily its purposc. U. Watering;: P1-0VIdC and maintain tunlporary I)iI)inr;, hoses,and watering cquil)nlcrlt to CoIl ey 1 W Itcr from so([rccs ,old to keel) lurfuniformly moist to a dep1h of,l inches. F. Mow turf as soon as there is cnOlIgll tot) growth to cut with mower set at ITCO[nlnen(lcd Ilcig;ht 1'61. principal Species phillte(]. SccdCd Mld soddCd areas sha11 be well established and rllowcd at bast orlc time I)rio)- to 1111,11 ICCCI)tanCC. PART 2 - PRODUCTS 2.1 S1 1'D A. Sccd: Fresh, clean, dry, new-crop seed complying with the Association of Oflicial Scc(1 Analysts'"'Rule s filr 'Tcsting .)CC(IS't 101- I)tn'it,y and g;erinination tOICrilllCes. 1. The sec(]ing;mixture used to ccc(1 areas ofl'strect right-01"-ways that are [lot maintained Shall be as follows: Kin(] ofSced Min. Pure I:ive, Sc.ed._ Rate Obs Lcracrc Alta Fescue or Kentucky 31 Fescue (Festuca Lliator Var. Arun(linces) 75 90 Rye Cirllss (L.Ohlllll Perennc 80 or L. Miltillor(1m) 5O 50 "Total 140 2. The seeding;mixture in other areas shaI I he coniposed of a mixture or6O',o Derby Rye grass, 20°40 creeping; fescue, and 20'%, Blucg;rass. I31ucg;rass may be either Ram 1, Touchdown, or Gladc. Sced shall he applied at the rate of'300 I)oun(is per acre. 2.2 SOD A. Sod: Corti lied turfy rays sod oomph Ing with I ASPA spec li citions for machine-cut thickness size,strenuIll,moist llre content, and alov"cd height, and free of'weccls and undesirable native grasses. I'rovi(Ic vlahlc sod Of lllllfO1'lll dCllsltV,ci)Ivr, an(I trxUue of the lollowul lurfg;rass species, strongly rooted, and capable of vigorous growth and development when planted. C5X59100 02450-3 LANDSCAPE, WORK RO _.. 12/12/03 BASIN 3 SANITARY Si?Wi?R SYS'ITW RI?i IAiIII I I'ATION ('ft'ti' OI ,Il.l l l?ItSON, MISSOURI I. Sod shall be predominately bhrc>~rass. 2. Sod Pad Size: Unilurrll thickness ol' I inch, plus or minus 1/4 inch, measured at time elf cutting and exc:ludiug tc,p growth and thatch. Provide in supplier's standard size of 1111 -111 Icrlgth and width with maximum 5 percent allowable deviation in cither length or width. Broken or torn pads or pads with uncwcrl ends arc not acceptable. 3. Sod Strength: Provide sod pads callable ofsupporting their own Nveighl and retaining si/c and shape when supplier's Standard size lead is suspended vertically from a firm grasp on upper 10 percent r,f the pact, 2.3 TOPSOIL. A. Reuse surface soil stockpiled during site clearing and excavation operation. Supplement with imported topsoil wl►cn cluarltitics are insufficient. Obtain topsoil front local sources or irons areas having similar soil characteristics to that found at the site. 'i'hcse sources shall be naturally well-drained sites where topsoil occurs at least 4 inches deep; tit) not obtain from bogs or marshes. Clean topsoil of roots, plants, sods, stones, clay lumps, and other extraneous materials harnlfi►1 to plant growth. R. Imported 'Topsoil i1* Reduircd: ASTM D 5208, pl I mange of' 5.5 to 7, 4 percent organic material minimum, Crec of stoncs I inch or larger in any dimension, and other extraneous materials harmful to plant growth. 2.4 FERTILIZER A. Commercial Fertilizer: Commercill-grade complete fertilizer 01*11Cut1-111 character,consisting of'fast- and slow-release nitrogen. e B. Composition: 12-24-24, 350 pounds per acre. 15 NIULCI-1 ES A. Straw Mulch: i'rOwldC air-dry, clean, mildew- and seed-frec, salt hay or threshed straw of wheat, rye:, oats, or barley. 2.6 EROSION-CONTROL MATERIALS A. Blankets: Biodegradable wood cxcclsior. sU'snv, or coconut-liber mat enclosed in a photodegradablu plastic nlcsll, 111CInde nlal►i1laCtlll'CI''s WC0111111CMICCl steel wire staples, 6 t inches long. C5X59100 02480-4 LANDSCAPE WORK RO - 12/12/03 13ASIN 3 SANITARY SFWFIZ SYSTEM RI-IIABILITATION CITY OI` .IL?F1'l;1ZSON. MISS(II IIZ1 PART' 3 - l:Xl:('l.t'I'ION 3.1 I:\;1MINATION A. Lxanline areas to receive tlu•f lbI'CCJII1pliancC will) rc.cluircnlCntS and 1 11•conditions aflcclinv, pCl•liprtlullice of*worl•, ol•this Scction. Do not proceed with installation until Unsatisfactory conditions have heCll corrected. 3.2 PREI'AIZATION A. Protect structures, utilities, sidewalks, pavements, and other facilities, trees, shrubs, and plantin�;S From damage c;.lusCd by 1plantirlg operations. 13. Provide crosion-control pleasures to prevent erosion or displacement ofsoils and discharge of'soil-bCal•iIIg water• runofTor airhornC dust to ad,jncent properties and walkways. 3.3 PLANTING SOIL, PRFPAIZATION I'M LAWN AND I'll;l.,l:) AlzF'AS A. Linlil sup rack prcp;uation to areas that will he planted in the irllnlediatC f'utw•c. B. After shaping, place 4 fiches ol'to psoil on areas. Remove stones larder than 1-1/2 inches I '; I 1 ln any dimension fipr lawn areas and 4 inches l�pr f ielcl areas. 1Zemove sticks, roots,rubbish,and 0tl1Cl' CXtrallCOLIS lllattCl'. C. Mix lertilizers with topsoil at rates indicated. Delay nlfxing' fertilizer if planting does not follow within a few days. Mix th01•ouJ2llly into top 4 II1C•l1CS Of lol)S011 bC101'C planting. ' D. Grade areas to rcccivC turf to a smooth, even surface with loose, uni fiprnlly line lCXtlll•C. Roll and fake, remove ridges, and fill depressions to meet. finish grades. Limit fine grading to areas that call be planted in the immediate li.lturc. Remove trash, debris, and other objects that may interfere with planting or maintenance operations. E. Moisten prepared turf arcaS bdbl-C Ilanting when soil is dry. Wales' thoroughly and allow surface to (lry hC10I-C planting. L)o 1101. cl•catC muddy soil. F. Restore prepared areas if eroded or otherwiSC dlStlll'hCd aficr fine grading and before planting. 3.4 SEEDING LAWN AND FIFI..D AIZEAS A. The area shall he prepared to receive the seed mixture by usin«a disc s piker or other suitable 1 implement. Seed shall then be 'spread at the spcc:ilicd rate by drill, by hand seeder, by brillion sealer, or by other approval seeders. Seed should he drilled to a depth of'one-half inch. C'5X59100 02480-5 LANDSCAPE, WORK RO -- 12/12/03 BASiN 3 SANITARY SEVEIR SYSTFM 10.1 1ABILITATION CI'T'Y OF ,I1"FUFRSON, MISSOURI B. Seeding, shall not be done during windy weather, or wh(:n the ground is fi-or.er1, nluddy, or otherwise in a non-tillable condition. C. Water with fine spray. D. Protect seeded slopes exceeding 1:3 or in areas ol'conccntratcd flow against erosion with erosion-control blankets installed and stapled according to nlalluf Llcturer's I-CCO111111C11datiOnS. E. Protect seeded areas with slopes less than 1:3 against erosion by spreading Straw nnulch after completion ol'secding opers►tions. S111-Cad uni lornlly at a Ill lillnlUrn fate of 2 tolls per acre to forul a continuous blanket 1-1/2 inches loose depth over seeded areas. Sprcad by hand, A� blower, or other sLiitLtblc cgi►IptllClnt. I Ill 111CdiatCly 10 11Clwing Spl-Cadillg, the nln.ilcll shall be anchored to the soil by a V-type-wheel land packer, a scalloped-disk land packer, or other suitable equipment designed to fo1'CC mulch into the Soil Sur(acC. 3.5 SODDING A. Lay sod within 24 hours of stripping. Do not lay sod if(tornlant or if ground is frozen. B. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod; do not stretch or overlap. Stagger sod Strips of pads to offsct joints in adjacent courses. Avoid damage to subgrade or sod during installation. Tamp and roll lightly to ensure contact with subgrade, eliminate air pockets, and form a smooth surlace. Work sifted soil or fine sand into minor cracks between pieces of sod; remove excess to avoid smothering sod and adjacent grass. 3. Lay sod perpendicular to slope on grades exceeding 1 :6. 4. Anchor sod on slopes exceeding 1 :3 with wood pegs spaced as recommended by sod grower but not less than 2 anchors per sod strip to prevent slippage. C. Saturate sod with fine water spray within 2 how's ofplanting. During first week, water daily or more frequently as necessary to maintain moist Soil to a minimum depth of 1•-1/2 inches below the sod. 3.6 RECONDITIONING TURF A. Recondition existing turf areas damaged by Contractor's operations, including storage of I11atei-lals or Cgii►l)illcnt alld Illoveillcilt ofvchieles. Also recondition areas where settlement or washouts occur or where minor regrading is required. C5X59100 02480-6 LANDSCAPE WORK R0 — 12/12/03 BASIN 3 SANI'T'ARY SEWER SYSTI?M 10.1IAli ITFATION C'{'I'1' Of .IL'f I I:ItSC)N, MISSOURI 13, Remove sod and vegetation frolu diseased or umatislilctc>ry 111rfi►rl',1s; do not bury into sail. Remove tollsoil containing forciz;rl materials resultuu; from C'ontractor's operations, including oil drippings, lilel shills, stone, and other construction materials, and replace witll new topsoil. eC, Where substantial turfremains (but is thin), tllow, dethatch, core aerate, and rake. D. Remove waste and foreign materials, includins;wccds, soil cores, grass,vegetation, and turf, and legally dispose of'it off the Owner's property. E. Provide new planting soil as required to fill low spots and meet rlew finish grades. 1;. Apply the specified fertilizer at tilt specified rate. G. Apply specified sceci and protect with straw millch Is rquired fordamaged lawns and Geld areas. If. Water newly planted areas and keel) moist until nc.w grass is established. 3.7 SATISFACTORY TURF A. Seeded lawn areas will be satisfactory provided requirements, including maintenance, have bcell met and a healthy,uni lorm,close stand of-grass is established, free of weeds,bare spots exceeding 5 by 5 inches, and surface irregularities. Seeded field areas will be satisfactory, provided require►llents, including maintenance,have been met and a healthy, uniform,close tstand of grass is cstablished, free ot'weeds and bare spots exceeding 2' x 2'. B. Sodded lawns will be satisfactory provided requirements, including maintenance, have been met and healthy, well-rooted, even-colored, viable lawn is cstablished, free of weeds, open joints, bare areas, and surface irregularities. C. Replant turf that does not meet requirements and continue ►llarlltenance until turf is satisfactory. 3.8 CLEANUP AND PROTECTION A. Promptly remove Sod and dcbrls created by turfing operations froth paved areas. Clcan whecis of'vchicles before leaving site to avoid tracking soil onto surface ofroads, walks, or other paved areas. B. Erect barricades and warnlllg SiLMS as reduiNd to protect newly planted areas from traffic. Maintain barricades throughout lllallltellancc period until turf is cstablished. END OF SECTION 02.180 C5X59100 02=1811-7 LANDSCAPE WORK R0 -- 12/12/03 BASIN 3 SANITARY SOWER SYSTrm RI-11ABILITATION r CITY Y OF .IFI" I:;RSON, MISSOURI 1 1 r 1 1 1 r 1 r 1 r r C5X59100 02480-8 LANDSCAPE WORK RO - 12/12/03 1 BASIN 3 SANI'T'ARY SEWER SYSTI'M 10.11AB1LITATION CITY O1- .11'1'1`HRSON, N1IStiOIJRI S1?IVTION 027-40 -- Sf\NI'I'AIZ1' Sl?W1?.IZ C'I..I?!\NINC; PART 1 - Gl-?NI?RAT_, r1 .1 RELATI?D DOC:'UMENfS r A. Drawings anti general provisions oi'the Contract, including Gomcral and Supplementary Con(litions and Division 1 Specification Sections, apply to this Section. �d 1.2 SECTION lNCUJDF.S A. burnish all labor, equiprrlent, rnate•ials and incidentals necessary to clean the length of scwe•, as spCCi1lCd in these Contract Drawings. 13. The cleaning shall he perlornled so that the piping system is ill such condition that it can be inspected and the repairs completed witllout obstruction. C. SeNvcr line cleaning to remove foreign materials from the lines and restore the sewer to a llllnlllllllll of 951Vo of the original carrying capacity, 6or proper seating Of pipe lining, and as required for other specified rehabilitation. 1.3 S U l3 M 1'I°PAL S A. The COnlraCtOI-Shall submit 41 work plan to the Engineer Iilr review. Q. The Contractor shall submit written (ICSCriptions of the pI-OCCdures and CCILl11)I11Cnt Used in their operations for the Cleaning work. The Contractor shall submit sediment containment and disposal methods description as well as, Contractor's access to water. PART 2 - PRODUCTS r2.1 EQUIPMENT A. Furnish all CCILlll)r11Cllt, IllatCrials, pumps anti inci(lcn(als rc(luil-Cd to CxecutC the work as specified herein, and in full compliance with all I-Cgulatory rcquirenlelts. B. Mechanical (:'leaning Equipment. I. Where C011tractor decllls appropriate, bucket machines shall be used in pall's and With SLI I IICICIIt I)O1VC1' to I)CI Orr the Work Ill all efficient manner. Machines shall be belt-operated or have all Overload device. Any damage Caused by this equipment shall be repaired by the ('011tr'ICIC)r at 110 additional cost to the Owner. C5X59100 02740-1 SANI'T'ARY SEWER CLEANING RO - 12/12/03 r 13ASiN 3 SANITARY SFWI R SYSTI'M Ri TIARILITA'HON C.'I'I'ti` l")I ,11;1 F1 (ZSON, MItiS<)( JRI Machines with dircct drive, which could calisc damage to file Mille, «vlll (lot be acceptable. 2. Sclf-propelled equipmew for nwvil�i! sedimcill inside the pipeline will be permitted. Any damage Caused by this cquiplimit shall he rcpaired by the Contractor at ilo additiolial cost to the 0"vller. C. Vacuum Ci11111111C1lt 1. VICll1.1111 machines of Sufficient power to the work in an efficient illariner will be acceptable, D. i-(ydrocleaning Equipment 1. Flushing; hose "Truck, high velocity jut, or other hydrocleaning equipment may also be used to clean the conduits. PART 3 - EXECUTION 3,1 FIELD Q UALITY CON-I'ROL A. Acceptance of sewer line cleaning shall be 111,1CIC 1.11)011 the successlill Completion of the television inspection and shall he to (lie satisfaction of the Engineer. if TV inspection shows the cleaning to be unsatisfactory, the Contactor shall b0 required to reclean and reinspect the Sewer line 1.111t1I the CICa111lig IS shown to be satisf lctory. ).2 CLEANING A. ]loot removal shall orcur Only after root Control nlCasures have been taken (see Section 02752) unless otherwise allowed by the Eil4gineer. Roots shall be removed front pipe prior to repair. Special attention shall be used during the cleaning operation to assure complete removal of roots from the.ioints. 13. Precaution shall be taken to insure that the water pressure created does not damage or cause flooding of public or private property being served by the sewer. C. The Contractor shall select cicanirlg cquipniCrlt which best suits the Condition Of the conduits, manholes, and catch basins to be cleaned at the time the Work commences. D. The C011t•actor shall use pr0I)cr•ly selected equiprllCnt to rer11ovc all dirt, grease, rock, Mid Ot1lCr CICICtCriouS material ',11ld ObStRIC6011S 1'1'0111 the COMILlits, I11,111110ICS, and catch basllls. E. The COnt•actor shall protect 1111 C.r•isting sewers that include brick and clay tile pipe F11-0111 darllagC caused by improper use of C1Caning cquipmelit. C5X59100 02740-2 SANITARN" SCWFR CLEANING RO - 12/12/03 BASIN 3 SANITARY SEWER SYSTFM RFI1AMl. ITATION CITY OF .IEFFERSON, MISSOURI F. The Contractor shall hypass and divert existing flows in accordance with Section 02790. G. The Contractor shall be responsible for obtaining ally water needed for cleaning operations. 1-1. Passing material from manhole section to manhole section, which could cause line stoppages shall not be permitted. 3.3 HANDLING A. The Contractor shall be responsible for the disposal of all material resulting from the cleaning operation. B. All materials shall be removed from the site no less often than at the end of each workday. Under no circumstances will the Contractor be allowed to accumulate debris, etc. on the site of work beyond the stated time, except in totally-enclosed containers and as approved by the Owner. END OF SECTION 02740 05X59100 02740-3 SANI'T'ARY SEWER CLEANING RO - 12/12/03 BASIN 3 SANITARY SEWER SYSTUM REHABILITATION CITY OF ,lI?FFLRSON, MISSOI fR1 SEC'T'ION 02741 - SANITARY SL?Wl R INSPI.-VTION PART 1 - GENERAL 1.1 RELATE--.) DOCUI\f;f.:NTS A. Drawinus and general provisions OI file Contract, inclllclilIg GCIIC►-111 ,111d Supplenlcntaiy Corlditions and Division 1 Specification Sections. apply to this SCCti011. 1.2 SECTION INCLUDES A. Pre-Construction inspection as spccificd in tllcsc Contract DOCLIMCI1tS. B. Post-Construction inspection Of SCwCI' I'CpaiI'S as spccifial in tllcsc Contract DOCLIlllcllts. T l._3 SU(3M1 7 A LS A. The Contractor shall submit written descriptions of the procedures and equipment used in their operations for the inspection work. B. The Contractor shall submit draft and final TV inspection reports in accordance with Section 01330 -- Submittal PrOMILI 'CS. PART 2 - PRODUCTS 2.1 EQUIPMENT A. Television inspection of sewers shall be accomplished by the use of closed circuit, color television camera. The television camera used Im the inspection shall be one especially designed and constructed 161' sewer line inspection and shall have its own lighting System providing light levels to allow a cloar picture of the entire periphcry of the pipe without creating significant steam vapor which might affect picture clarity. Tile camera shall be constructed SO as t0 be OpC►'ab1C 111 1(.)O(V,) 1111►11►d►ty and with minimum lens ioggillg. Picture quality shall be such as to produce a continuous 600 line l'C50I1.1tioll picture ShOwing the cntirc periphcry ol'the pine. The camera shall be able to view 360 degrees of the pipe interiors and have an articulating 11CId 10 view 111) sewer connections and closely inspect identified pipe defects. B. The Contractor shall note thal wide-angle. lenses may bt; required for those pipes with larger diameters so as to produce a picture Showing the entire periphery of the pipe. C5x59100 02741-I SANITARY SEWER INSPECTION RO - 12/12/03 BASIN 3 SANITARY ST?W'R SYSTI'M RlMARII:i1'A" ION CITY O1` .1['11'1'RS0N. %!I ISS( )I I I Picture quality ,.Intl definition Shall he such that the illtcrlol- of Vile pipe Call be clearly seen in detail wilhotlt static interference ofany kind to the satisfaction ofthc Engineer. PART 3 - iAP? 13A SIN 3 SANITARY SFWI?i; SYS'i WvI RFI I Ali IITI'ATION CITY 1 .11 11`1'16C)N, N1ISSOI1RI 1. TV inspection logs shall cover each (continuous) pipe ICllhtll sup,'1111 ly 111d include the 161lowing irtfurnl;ltion a. Tinto, date of start and conclusion ol, inspection, street location and Upstream and downstream mvlholes using the Ovnur's manhole ' designations h. A general description of 111% full length combining observed data and that from available records (.)I* the existing Scwcr to include sine 111d cross section c01111guration(s) of each section, direction of' camera travel and direction of 110w, nlaturi�tls of construction, gertcralii.C(1 summary (iescril)tion of obscrvc(I condition 001• etch section including points of significance such as locations of'huilding sewers, unusual conditions, roots, storm sew(:nr connections, broken pipe, presence of'scale and corrosion, and Other discernible features. C. A station-by-station tabulatiol► and description of all ice, wye, and chimney connections. d. Still photographs of the television inspection image shall he taken at each identilicd pipe defect and sewer connection. The still photograph shall be a►Illotated with the sewer Section and station. 2. The Contractor shall submit two (2) copies of the TV inspection logs ill DVU f`6rnlat. a. The digital video cncodillb shall include both sound and video inforlllatlon that can be rcproduccd with a video iniage equal or very close to the quality of the original picture on the television monitor. The replay of the recorded video information shall he free of cicctrical interference and shall produce a clear, stable image. The audio portion of' the composite digital coding shall be snificiclltly free Of'cicctrical interlercncc and background noise so as to 111'0(IIICC. all Oral I'CI)Ort 01,11 Is cleat' and conipletely and easily discernible. 1). The audio portion of the inspection report shall inclu(IC the locatloll or 1dCtitlhcatloll of* the section, the matlholc-to-manhole direction of travel, and the distance traveled on the spceilic run cncountcrcd. 'file inspection camera cquipnne11t shall be continuously connected to the television inspcctiOrl or monitoring equipment. The recording and monitoring equipment shall be continuously connected to the television inspection or monitoring equipment. TIIC recording and monitoring equipment shall have the built-in capability to allow the l::ngincer to instantly review both the audio 111(1 video quality Of' the recor dings at all times during the television surv(:y. Playback speed shall he contillUOUsly adjustable from 011c-tlllr(I normal SI)CC(I 161' Slow-motion viewing, to last forward playback speed. C. Separate tiles shall be created fur each sewer line segntcrnt. In case of a reverse setup, such inspection shall he stored in a separate file. [�ilcs shall be ' written to DVD 11ledia for dclivcry to the HIMghICCr. NIILIltiple filcS may exist on each DVD, Each MID shall he labele(I, at a rninimunl, with the following illf,61-nlation: Owner, Fnglilcering I`irm, Project Name, Date of DVU creation, Date of inspection, DVD 11, Sewer line Sections, and Contractor I,irnt. C'5X59100 02741-3 SANITARY SHWER INSPLCTION RO - 12/12/03 BASIN 3 SANITARY SI WFIR SYS'1'1'?Nl REHABILITATION C'I'1'1' Ol� .II?1�1�(;ItSON, h1(�;SOl)Itl D. Finat Report-- The Coulrac:tor Shall incorporate the comments received on the Draft C'inal Report From the Ell-ginecr and submit the final written report, final video tapes in DVD format, and digital photos. FIND OF SI?CTION 02741 r r 1 r 0 r 0 r C5X59100 0274 1-4 SANITARY SEWER INSPE.CI'ION R0 - 12/12/03 1 BASIN 3 SANITARY SFNVFR SYSTEM RFHARILITATION CITY OF J kl-I TRSON, M ISSOt IR SECTION 02'751 IN'I FRN111 PART 1 Ll RE1,A HD 1)OCUi%,II,NTS A. Drawings and general plovisions of tllc C'ontr;lct, including General and Supplementary C'011(litiOlIS 111(1 Division I Speciiicalion Sections, apply Ic) till,, Section. 1.2 SUMMARY A. This section includcs internal point rehabilitation of certain portions of lilt cxistilig sewer system at the locations indie;►tcd on tll(. DI-mvings. 13, This section includes rehabilitation using C'll'I' short liner products. C. This section il►cludcs Methods using; an interncll lateral seal liner consisting 01' a one- piece cured-in-place liner to provide 101. the 1-dwhiiitatiorl of the existing sewer lateral and mainline Connection without excav,111011. 1.3 SU13MITTALS A. The Contractor shall submit ;t (.'crtiticate of'Compliance certifying liner !Material Compliance with the applicable Specilications and standards. B. The Contractor shall submit certified copies of test reports of Factory tests rccluired by the applicable standards and this Section. C The Contractor shall subr►lit Manufacturer's procedures 101' II1Slrl1Ct1011S and procedures for delivery, storage, and handling of products. D. The Contractor shall submit Manufacturer':; irlsta11,160n IIlStrUCHO11S and procedures. E. The Contractor shall Submit the Contractor's procedures and Materials including, time 111d Clur(111o11 01 Water Gild SC\VCI' SCI'N iCC 111MV;lllablllty. F. T11C Colltt'aCtOr shall subn►it certification of Competency and a liMlSill agreement When applicable for installing the liner. G. Ca1C►I1,16011S 1111ISt SllppOt,t that the linishc d pipe shall have at (cast 100,yo of the Full flow capacity of the original host pipe bclilre rehabilitation. Calculated capacities may he dCrive(1 using a c0nlnwnly accepted roughness Coefficient tur the original pipe material. 05X59100 0275 1-1 1N'f1 I:NA1, RE-TAIRS RA ._ 12/12/03 TO SANITARY S1'.WERS BASIN 3 SANITARY SI?Wl7R SYSTHM 1011AMITFATION ('I"I'1' OI ,II,I I I?ItSON, MISSOURI A typical rong,hness cocl'ficierlt lily the cured-in-place pipe shall be os VC1'ilicd by third part test dato. 11. ["Ile ('ontraclor shall suhnlil ;lvailablu liucr colors. I. The Contractor shall suhnlit design calculoliolls I., determine the minimum thickness of the lino to he installed. The liner design shall hove Suflicicnt strcrlg;th to support all dead loads, live loads and groundwater loads Imposed. Each installation shall have a design report documenting; the design criteria for a fully deteriorated pipe section, relative to the hydrostatic pressures, depth o!'soll cover and lypc ol'soil. 1.4 DELIVERY S I'URAt-& AND I IANDHNG A. The Contractor shall he responsible f6l• the delivery, storage, and handling; of products. No products shall he shipped to the job site without the approval of' the ing;ineer. Delivery, handlings ;.Inc) storage of file products shall be in accordance with the written procedures of the rllanufacturcr o('the products. PART 2 - PRODUCTS 2.1 GI-H NI'-RA I_, A. All niater'Ials Shall be 111 strict C0111I1ha1ICC With the I-CLIuired :standards arld SpC6111Ca6011S of ASTM, ANSI, and AWNVA. B. The finished pipe liner ill place Shall he chemically resistant to domestic se,wag;e and will withstand internal exposure to domestic sewage. C. The finishccl pipe liner in place shall he capable of withstanding' earth and groundwater loads for the depth of burial at each application. D. Field 111USLUCHIC11tS of the CXiStillg I11pC diameters, ovality and length shall be taken and taken into account when designing and selecting; the CHIP Short Liner, E. All cured-in-place lining;/SCAing products and installation shall comply with ASTM F1 216. 2.2 CUR1 D-IN-PLACT" SHORT LINE�R A. 'Cllc Ilexime tuhc shall be fabricated to a size that whe11 installed will fit tleatly the ' internal c:ircumfcrencc of the existing Sanitary sewer line being; rehabilitated by the C IPP Short Liner. Allowancc Shall he nladc for circ111116crential stretching during inscrlion so 111,11 the final cured prodt►ct is snug 11, file wall o! 111e host pipe. C5X59100 02751-2 1N°I ERNAL RI PAIRS RA -- 12/12/03 TO SANITARY 81;r-RS IIASIN 3 SANITARY SF?WI?R SYSTI,M RF?FIAII11,H*ATION CITY OI' .II?FFFRSON, N-IISS01 IRl H. The point repair liner shall consist of an clrc+xv resin in(picl�nated. rlon-woven Iclti!iher�,la�s cunllu)site nr corbml I11wr wmen Illaltint; repair SICv e that is cured in place. All other materials shall hc�, subnti(fed wifh (he hid kw rcc iew prior to aces pl; lice ol'thc hid. C. The cured liner slWdl he chemically resistant (o withst;t(ld internal c.•xpost►re to sewage. Containing gasses at normal levels tier domestic :<Cw;lgc of llvdrol,cn sulfide, carboll IIlonoxidC. carbon dioxide, nlcihanc dilute sulfuric acid, external exposure to sail bacteria and any other chemical ,[((,Ick which In,IV he clue to r,Ia►crials ill the surrounding orotlrtd. 1). The cured liner shall he Impervious to ul- undwalcr i(►filfrttim) as well as prevent wastcwatcr exIilt'ation. F . The lines, along with the existing }Mlle shall hewim: 1 1,1111 structural pipc able to withstand external earth loads applied to the pipe at its current depth. F:. The liner Shall have smooth lapering transitions v:hcre the repair begins and ends. G. The mininlunl length shall eflectivcly span the pipc dcfi:ct and span the disumcc fi-onI tilt! adjacent pipc joints plus; 1.0 fcmt each side. The Contractor shall verify the lengths in the field belorc impregnation- 1-1. Design (Factors I. The Cured pipc shall conform to the follmvillk, 111111i Ill urll st'uctural standards: a. flexural Stress (AS"f'M D74)0) 4,500 psi h. Flexural N'10d111us of plasticity (ASTM D790) 250,000 psi 2. '('lie liner thickness shall he sized for the depth of earth and groundwater cover as ShOW11 O11 the tabulation 0i-Work on tile. plans. The groundwater depth shall he assumed to be the lull soil depth. 3. The liner design shall also include the following Iaclol's: Design life --- 50 years; Safety (actor Against Buckling -- 2; Ovality 4' o; ftlaximunl Deflection 5'%,. 1. Line►- c(:)lor shall he Selected by the I:Il incer and approved h y the Owner at the time of' y submittals. 2.3 INTHRNAL. C'l?I:I:I)-1N-I'I.AC.'l I_ATI;RAI, SF;AL. L.INI:R A. The internal lateral seal liucr Shall consist 01'a Iligh-,;fade cc�rrcrsion resistant resin and non-woven ("!brie/fiber(;lass materials that are cured in place. All other materials shall he submittal with the hid for revioc prior to acceptance of the hid. 13. The cured Iincr shall he chemically resistant to withstand internal exposure to sewage containing gasses at normal levels lire domestic sc"walic of hydroge►z Sulfide, carbon monoxide, carbon dioxide, nletllane dilute sulfuric aeid, external exposure to soil C5\511)100 0275 1 -3 INTI,,*RNAL Rpl'AIRS RA -- 12/12103 TO SANITARY SFW1,?IZS BASIN 3 SANITARY SEWER SYS'I'FM R F I I A I I I I ITATION t 'I'I'1" t)I .II I I I IZtictN, MISSOURI hactcria and an•,' Whel' cheillical attack which MOV be Lille 10 11101CI-iilfs in the t;llt'1'Ulllldllll, !;I'lltllid. C. The mininitinl length shrill he ;1 3-111c11 COIL11' ill the 111;linlillc sewer ,Intl S-inch of, nlatcrial in(o the hltcr,ll sCI'ViCC llil)c. 1). The liner, ;Il()Ml with the Cxistin�L; I1il1e shall heeolllC a 11111 st-uCtlral I)il)c albIC (o withstand external tacit loads applied to the Dille at its e1u'rcnl depth. 1:. The liner shall have smooth tullerin4, t'alisl 1(lils 11`hel'C the repair be4�in , an<{ ends. I'. Design Factor 1 . The cured Mille shall corlfi61-111 to file li)llowiil.; 1111' 1nlunl slructur;ll titand,u'ds: a. Flexural Stress (;\S'I'i\,1 D7QO) 4,500 psi h. I'Iextlral Modulus of,Idasticity (ASTNI D790) 2511,t►t1(1 11si The liner' Ihickncss shall he si/Cd 161' the dCllth 01'C;11'lll ;Intl groundwatCr Covet• as shown on the tahulatloll o1' work Oil the I')IMIS. The L%rotlndwatci• (lel)tll shall be assumed to he the 11111 soil depth. 3. The liner design shall also include the 1i111owi►lt, factors: I)esip'n life 50 years, tensile strength minimum 3000 psi (ASTNI 1)-6 38). G. I..iner Color shall he selected by the 1'ligincer and allllrm•Cd by the Owner at the tinic of Submittals. PART 3 - EXEIC'lJTION 3. 1 PRFPARATION A. The 161lowing procedures shall he adheres{ to unless other-.vise approved by the I,Il�;llleel': I. The C'oniractor shall carry out his cycrations in strict accordance with all OSI lA and 111aI►Ufacturul''s salety requirements. 2. It shall he thu responsihility of the Contractor to rcnloye all internal routs and debris and clean the existinl; sewer IinC prior to installatloll Of the liner. Cleaning told disposal 1.,frnatCri;Il shall he Im-161'med in accordance with Section 02740. 3. lnslicction of existing sewer lines shall he put-161rmcd by exhericllced personnel Irained in kwnting hrcaks, uhsticics mid scivice connCeliorls by closed circuit television. The illicrior o1, the line shall he carCkllly insl)CCICd 10 dCtCrir►inC the location of oily conditions which I►lay prevent proper installation of the liner Ville into the line:, anti such conditions shall he noted so they caul be corrected. A videotalie and suitable lo;u sh!lll he kept liw later relereuce by the (:)weer as shcciliecl in Section 02741 . C5X59100 02751 •1 1N'1'I-.RNAI. PETAIRS RA .- 17/12/03 TO SANI' AIZY SI`kV FRS 13ASIN 3 SANITARY SEWFR SYS'T'EM REI IARILITATION CITY 01' .II'.VIA-RSON, h11SSo)I IRI -1. The ('0111 ' 101' SII;►II Ill' respollsible tilt Coll irminl, the locations of ;Ill service connections and dctcrlllininl; whether ConneC(iorls ;Ire IC1IVC or illaclivc prior to inversion and curing the CIII ' The Contractor shall be respollsibie lilt• determining whether tile services arc active or inactive throrthh dye testing or other approved Ricans. The Contractor shall reluT to Ilse "General Notes" on the Drawings (or service line owner notification proceelures. 5. The Contractor shall clear the linc ol'ohslrurtions such as rook, solids, protruding service connections or collapsed pipe dial will prevent (lie insertion oC the materials or equiprnc111. If inspection reveals ;ul obstruclioll that Cannot he removed by conventional sc\ver elcarlinh equipment or roholic equipment, then life C'onlractor may be dircclu'd by tie Fngincer to make it point repair excavation to uncover and renulvc or I•cpair the ohSlructiotl. 0. The Contractor shall he responsihlc hlr Coniirnling the localions of ;111 service: connections and determining whether (lie Connections are active or inactive. prior to liner installation. 7. Allowable gioundwAter temperatures and anlllicrlt Icnlper•alures shall be in accordance wi(h the nlanufilctt1IVCS I-CCO M111CIRICCl IlruMItn'es. 3.2 INSTALLATION A. The Contractor shall install the liner at the locations as shown on the. Drawings and/or as directed by the I ngincer. F3. T3ypass punlpirlg Of'sewagc shall not hC recess;u•y filr installation of repairs it' sewage can flow unimpeded through a mandrel inside the pule. 1. The systern shall make provision for normal Ilows li-otn lateral connections during installation and Cure. ?. If sewage can not flow through a mandrel, (lie Contractor shall maintain if temporary bypass system capable of hancflinl.,, all Sewage or storm draillage (lows where work is being perlbrnled including upstl•e;►nl ;uxl dow11S11•Calll sections In accordance with Section 02790. C. When required Im installation elf' internal lateral seals, the sewage flows shall he bypassed in accordance with Section 02790. D. The liner shall be cured by Iidl y iIll )r�. lialill g the material with epoxy y resin and � I !� fa f > ' allowed to completely cure. IVlaterials can also he delivered to the project site pl•c- impr'eignated per Illaillllilcturer's recommendation. E. After the htler has been installed, ;ill existint, aCllve Service connections, shall be reinstated to their original opening as Close as possible. All inactive services that are capped oft shall not be reinstated. Any service connections that are determined to be inactive by the Contractor shall not he reirlSlated. this shall he clone lvithoul excavation. Active service connect ioils withill the repaired area shall be rcol)cticd within three (3) hours using it remote controlled cttttur. C5X59100 02751-5 INTERNAL RFTAIRS RA — 12/12/03 TO SANITARY SEWERS BASIN 3 SANrrARY SFWFR SYS'T'EM RI?TIABILITATION t CITY 0 F .11?1-,1;1?I?S(�N, MISSC)( t1t( I". Installation time 1,61' each relmir shall be cighl (8) hours or less. 3.3 POST-INSTALLATION A, Portions of` .Illy piece of liner material rcnloved during installation shall he made available for inslicclion and relC116011 by the 1;I1gilICer upon rcClucsl. 13. L"ach line segment lined shall he TV- according to the rcCluirenlents of Section 02741 as salon as practical after internal repair is completed. 3.4 VISUAL, INSPI;C'TION a A. At the existing pipe/Internal point repair interface, no visible leaks shall be allowed. B. '['lie finished liner shall he continuous over the entire length of the repair. The liner Shall be free as conullcrcially practicahlC fi•0111 visual defects, damage, dCf1ectlon, holes, Clc1a111111ati011, uncured resin, and the like. ThCre Shall he 110 Visible Ill(IlU'at1011 tlll'Otlgh the liner or From behind the liner. 3.5 CLEANUP A. Aftcr the installation work has been completed and all inspection results are acceptc(l, the Contractor shall clean up the entire project area and rCturn the ground cover to grade. All excess matcrial and dchris not incorporated into the permanent installation shall he disposed of by the Contractor. 3.6 WARRAN'T'Y t A. During the warranty period, any defects against the integrity or strength of the pipe shall Ile repaired at the Contractor's expense. END OF SI?CTION 02751 C5X59100 0275 1-0 IN'1'I'RNAL, REPAIRS RA -- 12/12/03 TO SANITARY SE1'lERS 1 BASIN 3 SANITARY ST?WT;R SYS'1'r;M 10,11ABILITATION CITY OF .I1" VI RSON, MISSOURI SI C'TION 02752 IOIN'I' AND 1)11)E C*lZjN,('K SI?AI,IN(.i AN1) IZOO'I' C'ON'l'ltOl, 1-'OR SAi` ITA.121' SEWERS 1)ART I - GE"NC? BASIN 3 SANITARY SFWFIt SYSTFM 10 11ABILITATION CITY O1' JF1'I'I?1ZS0N, NflISS01JR1 2. All materials and mixim,/application procedures Ior chemical root treatment shall be consistent with the latest standards, requirements, ,u►ci rcconlnlCndatians of t.11C nlanul;u:turcr of 1114. Chemical root trcalnlcrlt material used. C. '['tic Contractor shall submit information detailing the company's experience, c(Iuil)lllCnt, and references. The Contractor shall identil:y all key people who will work Oil the project and describe their joh functions ;Ind experience, 1.4 SAI'I? BASiN I SANITARY SFWF.R SYSTFM R11IAR11.1TATION CITY 0 F .1 I?FFE'1ZS0N, NI ISS( )11R I C. The chemical grout shall have a viscosity o('npi�to.�imalcly I to 2 cenlipoise, which Carl he increaSCd llsins; additives. The viscosity ol, the grout shall be constant during the 1-vaction period. D. The cllcnlical grhut shall have a con(rollahlc reaction time from 10 sccon(IS to 111011l'. F_ The curing process shall produce a sealant which is homogenous, cllcllllcally stable, nonhiodegradable, firm, and flexible. f". The mix viscosity, density, and gel strellf;th o(` the chcmical grout shall have the ability to he alicred by the use of*additives. G. The (:'or►tractor shall add root control chcmical to the chemical grout wl is 's � 1 I1 I. compatible with the cliclllical grout that will inhibit root growth. The Contractor shall add this nuttcrial in accordance with manufacturer's instructions and Shall follow all nuulllfacturer'S Safety InstRIC6011S. The Contractor shall utilize; Norosac or approved celual. • 1. The chcmical root U•eainlcnt material shall he i�I'A registered and labeled for Ilse in sewer lines and acceptable to the state agencies havnlgjurisdictiorl Over its use. 2.3 ROOT CON'i'itOl. 'l'REA'I'v1f:N'1' MATF-'RIALS A. The active. ingredient for killing roots shall be a nOnsystemic herbicide which will kill roOts at low COnccnlratians but which will not ffrnlanently affect harts of the plant distant from (fie treated roofs. The active ingredient must be sp.,mtancously detoxified by natural c11cillical/biochemical processes following its Ilse. The 111f111I1f lCtUrcr'S maximum use guidelines S11a11 always be Obseryc(I. 1. The active ingredient inhibiting root regrowth in sanitary sewers shall inhibit root cell growth 011 contact but shall not he transported so as to damage other portions of the plant. The material shall form a persistent chemical barrier Suppressing the growth of root tips. The material shall bC Suf'flCicntly Stable under conditions of Ilse to provide protection for twelve nwnths but shall be subject to decomposition Ill 1VaStCWatCI• tr'CStlllCllt plallts without disturhing Thane prOCCSSes. 2. TO improve transportation Of the active ingre(iicnts into root tissues, tile root treatment material shall colltaill CI11L1ISIfICI'S tO dC_grCaSC foot masscs and remove fatty acids 6'0111 root tissue and SLIr(aCtanlS tO CO IMI all 11eIL1COLIS S011ltr011 Of the fool treatment agent into a volatile foam Wllcll using the pi'opei' aeration C((LlipillCllt. This method insures root treallllcill material is )geld ill line until chcllllcal 1'Cactioll is COtllplctc and roots are fully exposed to chemical. 3. The Chemical foot treatment material shall he EPA registered and labeled for use in sewer lines and acceptable to the state agencies having jurisdiction Over its Ilse. C5X59100 02752-3 JOINT AND PIPE; CRACK RO- 12/12/03 SEALLiNG AND ROOT CONTROL FOR SANITARY SEWERS 13ASiN 3 SANITARY SI WFR SYSTF?hi REIIABILI 1'ATION CITY Oh ,11?1`1-TRS()N, NIISS()I tRI PART 3 - E:X i. CUTION 3.1 ROOT CONTROL IMU'IAS( 1Rl?S A. Precautions and Responsibility: The Contractor shall (Ke(l the 111,1111.011 turCl"S safety I'CCillll'CIl1CI1tS 111d i)1'CCILItIU11S a5SOClalell With the uSC ofthc root trt-'utnlCnl. material. 1. The Contractor shall be dualified and I)u ill Compliance with fcdcral and state requirements relative to the foot treatillent material and Its IISe. C. OIl]phaflCe with i'C lend and state law shall supersede compli'mcc \vith the provisions of this Contract. 2. The Contractor shall usc pi-MILItiorls 101- the protCCtion of' all persons, vegetation, animals, and property. '1'hc Contractor is responsible 161- cianlagc to private property and vegetation. E. Preparatory Procedures: No cleaning, is reduircd in pipes that require root control prior to chemical root U'Catticnt unless extensive grease, root nlasscs, or debris preclude proper application ofthc material. C. Flow Control: Sewer service shall gcnCrally not hC intCrruplccl during root treatment. In situations whcrC it is necessary to shut down upsU'cam pumping stations or block/bypass upstream flows, the Contractor shall coordiMlte his activities with the Engineer and Owner according to the i-equircnicilts of Section 02970 -- Sewer Flow Control. D. Mixing Procedl.il'CS i. All materials shall be delivered to the site in undalnlaf,ccl, unopcncd Containers bearing the manufacturer's original label. 2. Mixing of the root treatment matuial shall be doile at the tulle, of application. 3. The water Used shall be clear and five of acid, alkali, oxidizing agents, oil, or other organic materials. 4. Mixing water temperature shall be between 40°F and 8017. 5. Mixing of root treatment material with water must be accomplished immedlatcly before injection of foam into sewer line. E. Application Procedures I. Wherc conditions perillit, the volllillC 01 fbaill Shall he SIIf iIClCrl( tO COMI)ICtC1}' fill the ail' space above the flow, manhole to manhole. Ill all cases, the volume of 60,1111 delivered to the sewer line shall be sufficient to attach to and permeate all root nlasscs. 2. The hose insertion method is the most common and lowest risk method of foam application. The loam shall be applied at sufficlCllt pl'CSSIIN to penetrate a rninu11unl of 5 feet into service connections. C5X59100 02752-4 ,JOINT AND PIPE CRACK R0— 12/12/03 SEALING AND ROOT CONTROL F'OR SANITARY SEWERS BASIN 3 SANITARY SI WFR SYSTFM RI?LIAB11:1TATION CITY OF .1FF FRSON, 1\11SSOI JRI I . Root Removal and Scwcr C'Icctni ug: C mitl;►clor sliall r, li r to Section ll:'740 Sanitary Sewer Cleaning. 1 . Biological dccomposilion of dead tool 115SHC occ►11•s I.ISIer in septic eolldilions. Removal ol'dead roots, whcrc rcquircd, should by postponed as long; as possible after chcnlical root treatment to l Icilitate easier cleaning. 2 Sc\vcr line cleaning shall be scllccltllccl no ICSS 111,111 six \weeks after root treatment. 3. list of high-•velocity jct machines 111d 111,Tchanical se\Ver cica11illL; tools Will reduce the persistence of the gro\vth inhibitor inf rcclicnt and is advisable only in situations where the cicaning is necessary. G. Discharges oI'L"I'll ucnl 1 . Sanitary Sewers: The chcnlical root treatment material does not Aced to he rCnlovccl from the sc\ver. Ilo\vcver, the active ingredient for killing roots shall detoxify hcforc reachinb the Ircatnlcnt plant. The anlo;.1111 of chemical root trealnlcnt material notching the plant shall be neglil.;ible and no special precautions are required. ObsCrvC the Ill Mitt ftldtlI-CCS IMIXim11111 IISC g1lidClirlCS. 3.2 ROOT CONTROL N11 ASURL:S WARRANTY A. ']'lie Contractor shall provide to the Owner ,1 written gtlararltce that meets or exceeds any claims or kvarranties matte by the nuulufacturCr in published advertising. At a 111111111111111, the Contractor shall guarantee that, within it short interval of application, virtually all root tiSSLIC presCnt in the Sewer pipe will be dead or unable to sustain life. 3.3 PRE-INSTALLATION Of, GROUT A. The Contractor shall clean the sc\vcr' ill accordance with Section 02740. B. Gel-Tinge "Kest: When a lie\\, batch of'grout is mixed, the gel time shall he checked. The gel time shall be within the range speci ficd by the im nti acturer. The Contractor should note that the temperature aboveground play vary si 4;ni f icanl ly With tilt tcnlperaturc undea•ground, thus, affCCting gel tinlCS. C. Barrel "Pest: The Contractor s11,111 ConduCt ,111 Ih0vc4;rounc1 barrel test of'the packer prior to grouting to ensure that the packer is Ilinctioning properly. D. The Contractor shall check that the packer and TV camera are properly aligned prior to testing to ensure that the packer is operating accurately. E. Pipe Wall Control 'Test: A structurally sound section of pipe, which contains no joints or lateral Connections, should be tested to establish the ntaxill1u111 perfclrr11ancc of a good joint. Alter entering each manhole section, the packer should be positioned on a C5X59100 02752-5 .1OINT AND I'l1)1 C:'RACK RC) — 12/12/03 SEALING AND R001' CONTROL F'OR SANI'T'ARY SLWI RS BASIN 3 SANI'T'ARY SRWER SYS'i FM RMABILIT'AT'ION C'I'TY 0F .IFF I:IZS0N, MISSOURI sound sce(ion of'Sewer pipe, inflated to the 1)1_css111'c rel.0lllll)C11dCd by the n1a1111facture, and held Im one minute. I . Joint Test: All joints, except those. cxllibiting visible leaking and pipe sections with truss pipe, shall be tested prior to chemical grouting. i . The packer shall he centered on the joint to he tested, 2. The packer sleeves shall be expanded iultil they make Circular Contact with the pipe on both sides of the joint or connection to he tested. The packer sleeves should then be inflated to the pressure rCCOnllrlCndCd by the nlanuf IC(UNT. a. A pressure greater than tile groutxiwatcr pressurc outside the pipe shall be developed in order to determine whether or not that joint is leaking. 4. Once the rc(ii►ircd test pressure is developed, the flew of the test nlediurll may be stopped. a. In the ease OI-a liquid test, tilt; presSL11•C Ca11110t be maintained for one mintitc with less than 1/4 gpnl flow, the joint will have failed the test. 1). In the case of an air test, the void pressul•c decreases by more (hail 2 psi within 15 seconds, the joint will have flailed the test. 5. Joints showing visible leakage, all truss pipe joints, and joints that have failed tile Joint test shall be scaled as specified. 6. All hairline circular cracks in existing pipe designated to be grouted on the drawings shall be scaled as specified. 3.4 GROUT iNS"fALLATION A. Joint and pipe crack scaling shall be accomplished by forcing chemical scaling materials into Or tlll•OLIgil faulty joints by a system of pumps, hoses, and scaling packers. .ietting or driving pipes from the surface that could damage or cause unclerinining Of the pipelines shall not be allowed. B. Uncovering the pipe by excavation of pavetllcnt, and soil shall not be allowed unless approved by the Engineer. T s 1 h • grout 1'x' 1 ) C. The Contractor ,hall c, lock the b c 1t n I. u b to ensure that proper amount.> of the tWo grout COnlpO1lC1ltS are combined and that mixing ilas been adequately performed. D. 'ne packer ends shall seal against the inside periphery of tllc pipe to form a void area at the faulty joint, which is isolated front the remainder of the line. E. The pumping unit, metering equipment, and the packrr shall be designed so that proportions and quantities of materials can be rci;ulatcd in accordance with the type and sire of the leak being scaled. C5.X59100 02752-6 ,JOINT AND PIPE CRACK RO - 12/12/03 SI?AL.ING AND ROOT CONTROL FOR SANITARY SEWERS BASIN 3 SANITARY SEWER SYSTFN1 RFI1ABILIT'ATION CITY OL' .1FI'I'I?RS0N, I\1ISS011R1 3.5 JOINT AND 11114', CRACK Sl?.\LING VFkll'I('ATI( )N A. Mier a leak has hcen scaled, the packer shall he dellated until the void pressure mcter reads zero pl erasure. 13. It' the void pressure meter clues not return to /.ero, the d 'miltractor shall clean and/or adjust the equipment so accurate void pressure readings can be made. C. The joint Shall lien, be tested in the same manner as spc-cified earlier. 1). If the leak passes the pressure test, then the packcr and calker, shclll he moved to the next joint, crack, or incoming lateral line where the test/Sell/test process shall he repeated. E. All joints shall be tested according ttr the above procedure. 3.6 RESIDUAL SEALING MATERIAL A. Rcsidual scaling Illatcrials that extend into the pipe, reduce the pipe diameter, or restrict nOW through the pipe shall be rcnloved from thejoint or scaled pipe crack. 3.7 RECORDS A. Complete records shall be kept of.loint and crack scaling perlormcd in cacti manhole- to-manhole section. B. "rile identity o1 each manhole-to-manhole section wllcr'e work is done shall he recorded. C. The location (footage) of each joint, crack, or incoming lateral line that was tested along with the pressure and the result ofthc test (pass/fail) shall be recorded. D. Tile location (footage) of cacti joint, crack, or Incoming lateral line where grout was applied, hover much grout by volume at cacti joint was in-jccted, and whether or not the joint was scaled shall be recorded. i E. The exact identification of the grout that was used shall be recorded. 3.8 GROUT SEALING WARRANTY A. All sewer pipe joint and pipe crack scaling work puflormed shall be gu1.1ratrtced against faulty workmanship and/or materials lo►• .1 period OI orlc year alter the completion of'the work. C5X59100 02752-7 J01NT ANI.) 1'11'E? CRACK RO — 12/12/03 SEALING AND ROOT CONTROL UOR SANITARY SIWE;RS BASIN 3 SANITARY SEWER SYsv' ,M REHABILITATION f , CI'T'Y C)I' ,il?FFFRSON, MISSOURI 13. Prior to the expiration of the warranty, an initial retest cu•ca Consisting cif specific manhole sections shall he selected by the Contracting 01,11ccr. A rni►iinitun of 10% of the total ,joints anti pipc cracks tcstcd in the original contract shall be retested. C. The (-olilr►►ctor shill retest all previously scaled joints and pipe cracks as specified. Any .joints and pipe cracks failing; the retest shall he resealed at (lie C'ontractor's expense, lr the. lailure rate or the retested joints and pipe cracks is less than 5`%, of the .joints and pipc cracks rctcstccl, the work shall be considered salisractory and no further retesting shall be required. if' 5 1!/o or more of the _joints and pipe Cracks fail, the Contractor shall continue to test and retest the pipc: points and pipc cracks until at least 951%o of the total .joints and pipc cracks tcsted pass the test. Any additional testing/scaling rcquircd hcyond the initial retest area sliall he accomplished at the Contractor's expense. END OF SECTION 02752 05.X59100 02752-8 ,POINT AND PIPE CRACK RO — 12/12/03 Sf�ALING AND ROOT CONTROL FOR SANITARY SEWERS 13ASIN 3 SANI'T'ARY SEWER RFIIA III 1.1'1'ATION C'I'fl' OI ,II?l C 1:I�SON, MISSOURI SI;(. TION 0 275.1 T'AR'P I - GI-:NFRAI, JA 1 .1 iZI L,A'I'I.l) DOCUNII:N'I'S A. Drawings and general provisions oftltc (,'oiltraes, includirr;;the( icucrtl and Supplenlentnty Conditions and Division I Spccificatio�u SccLiO HS, apply to this Section. 1.2 SUMMAR`S' A. This Section discusses external repairs to sanitary scwcrs includin). all pipe relays, new manholes alld ext.rnal point repairs as shown ern the I)rawinp.s. 'I'hc Contractor shall vcrify all external repair locations. All rci)lacemcnl pipe Cor vxternal repairs shall he I'VC' as spcci f icd. R. Related Sections: The following Sections contain reyuirerucnls that relate to this Section. I. Section 02140- Dewatcring 2 Suction 02100- I'.\cavidion Support System 3. Section 02220- FAcavalion, Rackh1ling, and Compaction Ito 13 SU13M IT'I'AI_S A. General: Submit each item in this Article according; to the Conditions ol'the Contract and Division 1 Specification Sections. B. Product data, including; nuulufacturcr cut shccts, lirr the li)Ilowing: 1. Gravity sewer system, including manholes, piping and litting,s. C. Reports and calculations for cast-in-place concrctc design nlix. D. Inspection and test reports specified in 3.7 "Field Outility Control". I',. Mill analysis: Submit mill analysis Ior cctllcrtt. 1.. Certified copies ol'in(Ici)cndent Itrhoratory test results from the pipe supplier'perfrornlcd in accordance; with the appropriate AS'I'M standards. Ci. Certificate frorll the I'V(:' pif)e, nuululacturcr illdicating�, that the pipe meets all applicable requirements ofthcsc spccilications, 05X59100 075`3-1 f;X'T'I RNAI, RETAIRS RO .. 12/12/03 TO SANI'T'ARY Sf,"WHIRS BASIN 3 SANITARY SI-,'WF'R Rl"HABILITATION CITY 0I JI?1 l I,1ZSON, �IMISSO11R1 1 .4 C)UAISTY ASS1ikAN(J A. h.nvironmental ;agency Compliance: Cmilply with rcu;lllatitlns pertaining to sanitary sewerage systellls. All sanitary sewer improve►nents shall comply wills the Missouri Departmcnt of Natural Resources rct;ulalions. B. I;rlch PVC ,i le lClIgIh shall he markL-d With the nuulnlilcturer's {lame nominal li �c siic I I .. � I I , cell classification, AS I'M dc-sit;natiun, and pipe stillness. This i111ornt,ltlon shall he included ill a161-cnlclitiolled suhnlilwd pipc d.lta. C. All pipe shall he l,lctury air tested wilh gasket in place and marked acc:urdingly. 1.5 UI?L.IVI:RY, STORM ik. AND IIANi)I,IN( i A. Do not store plastic pipe or fittings in direct sunlil;ht, All pipc shall he stared on flat, level ground with no rucks or usher objects Irmated helow the pine Li, PrOteCt Ilil)u, pipe fittings, and sills f'runl dill and damage. C. Beforc, during and alter installation plastic pipe shall lie protected 1i•on1 any cnvirclnnlcnt that would result in darll!lgC car (IC101•101alio ll 10 the IllalCrlal. PART 2 - PRODUCTS 2.1 INIANUFAC1'URE'RS A. NlanlllaCllll•CrS: Subject to compliance with requirenlerlts, provide products by one of the following or all approved equal: 1. Scwcrage Systems: a. Certaintecd, Inc. h. Diamond Plastics, Inc. Cl. Fullco d, FXtrusioll Technologies, Inc. C. l.anlsun Vylon Pipe f. 1111onor F.Tl g. Kluctur 13ro1hcrs, Inc. 2.2 PIP1: AND 1:f'I"PINGS All piping arriving at the joh site ~hall have lactory-applied identi kcatiun marking as (lei ined ill the applicable product stalldard. Installation ofpiping shall be in accordance with recluircrnents found ciscwhere ill this specilication, the product standards where listed hclow, and C'5X59100 02753-2 P"VIT"RNA1, R1. PAIRS RO 12/12/03 TO SANITARY SEWHRS BASIN 3 SANITARY Sl:W R REHABILITATION CITY C)I� .II-:FI-TRSON, MISSOURI 111,111Ulactura's written re111irellicnls. Applicable starlclards lilr flcld-destine; arc given fur each type ofllihc. l itlings shalt he as rcconurcnllccl by the piping nrunlfacturcr, with identification markin.o;s on each fitting. I itting c1('thc insert tv11c W.sacl(11lC tyl)c lnay he used only with written approval li-onl (lie Engineer. A. Polyvinyl Chloride (PVC) Gravity Tilde (Diameters less than 21"): ASTM D3O34, Two PSM or ASIA/1 F079 with minimum SDR of .i5. PVC Sllal l he ccrti f iC d by the CUnllxluncdcr as meeting the requirements oI' AS'11\1 1)1784, cell class 12454('. The pipe shall have a minimum pipe stillness uf46 psi (3 17 kl'a). I. Joints: Pipe shall be hell ;Ind shigut type. Hilishcll joints shall coniilrtn to the requirements of AS'f';M 171212. 2 Gaskets: (iaskcts shall he in accored-,mce with the requirements of ASIWI 1`477. 3. Installation: Installation shall he in accordance with ASTNI 02321. 11. Polyvinyl Chloride (1'V( ') Gravity 1)1 hc (I)ianlclers greater than or equal to 21"): ASTM F1 803 with nlini ill unl 1).9-inch wall thickness. 1)VU shall he CcrtiliCd by the cor111)ourlder as nlee(irlg the re(Iuirerllcnts of ASTM D 1784, cell class; 12304A (Or ASTM Fl 803 pipe, The pipe shall have a 111ini Ill uill 1)1 pu st111)less ol'40 poll Ids her square inch (3 17 kPa). 1 . Joints: file joints shall he bell and spigot Ivpc. Finishedjoints shall conform to the requirements of ASTN/1 D3212. 2, Gaskets: Gaskets shall he in accordance with the requirements of ASTM 1477. 3. Installation: Installation shall he in accordance with ASTNI 1:)2321. C. Polyvinyl C'hlori(IC (PVC) SChCdllle 40 SulVCnt Weld Pipe and I"ittings: Materials in co.nlilt'mance with ASTM D1784 ( 1 .5' 0"), nla110fiXturcd in con1111N.111ce with ASTM D1785. 1. hittinfs: Schedule 40 Polyvinyl Chloride Sockct Type. Materials in conformance with ASTM D 1784 (1.5' G"), fittings shall confirm to ASTNI D2466. 2. Primer; Wcld-on P-70 (Purple), ASTM F650. 3. CC111Cnt: PVC solvCnt cerllcrlt, 111cdiutll hotly, ASTM D25O4. 4. Application: Sanitary lateral reconnections. 5. installation: ASTNA 1)2855. 2.3 SPECIAI, PIPE: COUPLINGS' A. Sleeve-'1'Y11e I'ihe C'ouhlin};s: P,uhbcr or clastonlcric sleeve and hand assembly fabricated to match outside di,1111rlcrs of l)illcs to he joined, fir non-1lressure loints, used only with prior approval ofthc Flngincer. I . Sleeves (ir Concrete Pil)c: ASTNI C -1-13, rubber. I2. Sleeves Plastic Pipe: ASTN/l F-177, clastonlcric. seal, 3. 131lnds: Stainless steel, al le;rsl one at cash 11jPc inserl. C5X591OO 1)2751-3 1-XT1?RNAI., REPAIRS RO — 12/12/03 AT.) SANITARY S 17M I RS 13ASIN 3 SANITARY SI-Mi"R RF',11AMITFATION (TIN (W .11,111,11,RSON. IMISS01 1ki B. ( iosko-Type Pipe ('ouplinys. kuh1wi or cku"lollicric compression pJisko, iiiii(k, to iiiii1 •h outside (limilefa ol'slllalh�r pipe and llisldc dlifillocr or hub (d'adjoilillig, hir!.!cr pipc, fill, Ilmllil-csslirejoillts. 1 . ( ;,►Skcts 1,01* Collcivic I'll)(,: AS I'M (' 443. ruhhcr, 2. Gaskets Im- Phislic Pipe• AS] Nl F-177. dastomericscal. Internal, l"ximlision-"Pyle; Pil)C ('01.11)IIIII-1,S: Stainless-steel cXpallsioll band with ctliviclic.- I*til)llt!l'-C( Illl)i)IIIILi '.,C',Illli�,',ICC.%!C,made to match inside fluids Containing oil or gilsollifIC. D. W'licti (I iss]I Ili lar materials are to bejoi'IC(i use I"Crilco 0t'tIl)l)l.0VCd C(llMl HIM arc R-SIS1,1:11 10 the C01FOSI'Ve 101011 Ol'SOlkand SL-Wil�(2 '111(1 tlllt Will provide a pe rn I l l i v I I t watertight 'O i l l t. I ISC Co I I I)I I I I L S I lllt arc Co I I Ill,It i h I C with and lit both system's 111,11crials and di►liclisiorls. Fach couplillil!, shall he'll. file 111,11111111cluver's identifying mark and Ili Indication of"Its si/(.-. 2.4 M A N I 10 1,1`*,-,' A. Precast Concrcte klanholcs: AS YM (' 478, prccasl, rcinf'Orml concrete, ot'depth indicated, with provision 1,61• 1-11himr gasket joints or hituminotis mastic sealant. l Base Section: Reler to minimum thickiicss I'M- floor Slab and lllillil]ILIII-1 thiCklIC I S S lo walls and base riscrscctioll, with 'separatu base sklh or hasc section and integral 1100r protruding heyolld the outside fiace of•the riser S(,-Cti(-)Il as sllcrwn on standard detail. 2. Riser Sections: Rd'er to standard dctal I drawings I'Or III i I I i I I I Ill I Ithickness,o milletur. and lengths. 3. Top Scctioii: 1�cccntric cone type, unless Coliccim-ic colic or flat-slah-top tvpe is approved. Top OCCollu of'Si/C that matclics grade rings. 4. Gaskets: Refer to standard detail, drawing. 5. Grade Rings: The conihinati011 Ol'l_(2i►►f6I'CCLJ-COIICl'CtC gl-'1du rings and the If-ailie shall not exceed total thickness as sliOWll on StIll)(1,11'd ktilil drawing, and Shall match the standard Frallic and Cover as shown on the standard ("Clai I drawing. Stcps: /\,S*I'N,l C .478, maidiolc stCl) aS 111,1111.1111CRII•Co.1 by M.A. III(ILISti-iCS, 1110. 01' 'Il)l)l'0VCd C(111,11 .Is shown oil standard detail. Cast insert I'mr steps or(11-111 hole into idew ills at M-inch hilcrV:11S 1OCiOC(l 90 d(:j!,I_CCS f'0111 thy_' dil-L- •ti0l) of I]()\\' (fl'the 111,1111loic in a location that is not over of' opposite a maJor pipe. 7. Pipe Connectors: AS'[ Nil C 923, resilient,of'si/c rcquired, I'M-cl(•Il p1pC colillectilig, to base section. Construct walls, and toll, designed accordim, lo MINI C 857 low ((.aiding. Include (lcptll, shape, dimensions, and appurtclialiccs indicated. 1 . The base shall have a nlinitnum (1ia111cter glVIWl' tll.lfl 111C OLOSRIC diIIIICtCr 01'the manhole as shown on the slaildard precast mallhoic (fe(((ll. C5X59100 ►2753-4 IAI ii`RNAL R1'.11AIRS RO - 12/12/0-3 TO SANITARY Sk\VFRS BASIN 3 SANITARY S17%Vf?IZ RF.I1A13ILITATION MISSOI110 2. Steps: :1tif�1 (' 478, Ill; illmIC step as nIM1111iIdUk(l by N1.A. hxlusUics, 111(„ of approvc(I 2(Iual as shown cell s(an(lcu•(1 (detail. C';lst illsert I,61. slops or (11-111 hole into walls ut 10-inch intervals IOC,ltCCI 90 (lCI'reCS li•unl the clirCCticlrl of HOW 01'(11C manhole in it localion Ihal is nol over or opposite a In;►jor I1111C. ;. Pipe ('onnCCtol"": AS'( IM ( ''12 3, resilicnt, (dSi/C rC(IuirC(1, till'Cash I)ipC c(1nnCCting to inanholc. C. Manhole l�ralllcs and (,o%,Cr:S: AS'1'Ni A -18, C�t'a(le (,0-40-18, 11-111'(1( hCOI-Mg liCavy-(duty, ductile iron. A11 Inalilloics~hall by scll'-scAing, wish gaslcct.�pre-installe<I nncl luccl lir'nlly ill-place to (lie lid. Dimensions,, weight, ,111(1 covel-dusign sha)1 he accor(lill" 1,.� (lie standard detail, 2.5 ("ONCR1?TF, . , _ 1 . Concrete uccurclin to ,�,('I 318, ACI 3508: A. C,Cnurul: ( a.,l-In I I.le(. , 1 ( cm '1 Ct11: AS M C' 150, Type I I. , Fine Aggrcgatc: AMA]n'1 (' 33, satin. 3. Coarse Aggregalc: AS'I iM C 33, atishe(I gravel. 4, Water: Potable, 5. Relifforccnlcnt Fahri :: AS'hN1 A 155, steel, welded wire lilhric, plain 0. Rcinf)1unient Bars: ASTN-I A 015, (;ruck 00. deformed steel 7. Design Mix: CC 4000 psi, Coa1•se aggregate si/C No. 57, 1" maxlrl uni, air entrainment 3.0 to 0.0 percent by voiurtic, slulrlp 4", watcl:'rcnlCnt ratio l not to exceed 0.45 13. Stl•uct(lt'CC'hannCls Mid l3clichcs: Factory of. I Idol lilrnm(l from concrete. Port lan(l-Ce lien t 4000 psi minimum, with 0.45 rnaxinlunl water-ceriicilt ratio. I. include Channels and benches ill salli(ary sewul-age 111a1111oles. i. Manholu Channels: Colm-Cle invert, filrmC(I to sank wi(llli as CorinCC(al piping, with height ol, the vertical sides to 1/2 Ol' the pipe diameter. Form Curved Channels with slllooth, nluxiMM11 practical IMilornl I'Odius 111(1 s1011e. I) Invert SlopC, 1.2 inches thrulli.;h 1111ulhole. b. Manhole Benches: ('oncretc, slot) to (lralll into Channel. i ) Slope: as shown on standard (detail, 2.6 1-1 ROTF("1'1\1 1: COATI N(.IS A. General: 111CI11(lC (aCory- u1- licl(I-,ippliccl protccaivC c(nrlillp's to structures, and appurtenanCCS accorciin_; to the filllowinl,: B. Coating: 2-Coat, asphall walerproc,(ing con(i,rmim,, to AS'I M 1)449, Type C, 15-111il minimum thickness, except where otherwise in(licatccl. 1. Sillli(ary SC\VC1' M11111101CS: On exterior surfirec. C5\59100 02753-5 I:X"I'1 RNAL. RF"PAIRS RO• 12/12/03 TO SANITARY Sl WHRS RASIN 3 SANI'I'AIZ)' SF\VI:R R111AMI 1'1'/1'1 ION CITY O F ,I I,"IT]'NSON. MISSOt IRI C. Coatin!t should lu" applicd so no harc or (hir► spols shoe . file ci,;tlir!!; shall be applied in SIl H wicnt lin►c to perntit proper c•tiri1g. prim. to hackllllin,�t the excaviltion. I'rol,cr t►r�tlt„►i and ntatcri;tis shall he rued durir►}, hacklillinkr. 11) p►cvcrtl (bill. IN to the rc►;►tin�. Any danmilc to the coatinl.� Mhtch d0c's occur Sh;tll he in rcp;tircd. ' 3 - :( I () I �1K I _ I��I, t l l N 3. 1 Crl:N1:1;A1, A. (irnct;tl Localio►►:; and h►slall pip►n! al thc locations indicated on the Drawings. When connec•lin g to cxPJ1np! sewer line;, the ('onlractc,r shall verify the invert elevation of'lhc cxisting Sawa prior to conslr(►c1io;, tic ncw, scwcr (o (hat location, 13. The Contractor shall cr►casc sanilary scwcr pipe in concrctc wilcn earth cover material is less than (Ili-cc (3) I*Cct or lltc pipe c•rosscs ;► strca►r► or ri c cr. C. pipe that is to he heddcd in a ConCrcle cradle or cncascd in concrete shall he placed i►► proper position on tcntporury supports of' pr•cshapcd t(ood hlocks Or bricks with wood wcd�,Ics. ICncccssary, anchor or wcigilt the pipe 10 pI*(:VCnt Ilotaliort when the concrete is placed. Place concrcle tier cradl(a, ;nr)►cs, or ort cash si(le 01'thc pipe. The concrete shall be deposited within 5 li:ct ol• its point off placutne:nt. Concrete placed beneath the pipe shall he sufficiently workable so that the entire space I)eneatll the pipe can he filled without cxc;'ssivc Vibration. 40 D. System piping Joints: Make joints usir►" system 111alatfacturcr's couplings, except where otlict-wisc spc:cifict.l. L, Use special pipe coupling.: wbc're indicated and w hu►•e required to join piping;utd no oth:;r a.ppropriate .Method is specified. 00 IMI use insteNt(I of Spccilicd joir►in:, tl►cthods. j-', Use the liolli►wint; pipe couplinp's For non pre ssu►c applicnlions: 1 . Straight-pattern, slue e tyl►c to join pipin:,, of saute sire, with s►n;tll dillcrcncc in outside diffc►•cnce in oulsidc diameters. 2, lucrcaser/rcduci r pattern, ;;Icc�c type to join pipinp, ofd II fc rcnt sI/us. 3. Gasket type to _loin 1)i1)1111, of(IIHcren( sires wIIcre ;u)1tular space between sn►a11cr pipin4,'s outside di;ut►etc►• and lart�,cr pipinP,'s inside lhan►Ctel' I)crn►its installation. 4. Intern;►l-expansion !,'pc (u joi,► pipint; with sane.: inside diameter. G. wilcn dissimilar pipe ntalcri;tls arc joined, use rcinfi,rced compl-cssion couplings as nuuttd'acturcd by Fallco ur approved c►lual. Whin! 11V( • pipes arc joincd, appropriate fittiligs shall he used to provide a ti4;ht connection and continui(yof'pipc invert. 1-I. All of Jl pipe sha11 he d„ne in ,► 01.1-al, Worknt;u►hkc►ntuu►cr with the (cast amount of'w;tstc. 'I•hc cn( end shall he hc•vcicd before loinlin4 . C5X5c)100 (1�7a.3 (� I?�"I"f:KN�11 . 1ZI;Pr11RS RO 12/12/0'; '1'O SANITARY S1?1V1:RS RASiN 3 SANITARY St.-MER Rl?I IA1311,ITATI0N CITY O .II':i:I-TRSON, M ISSt)1 IR I I. lilrildinl� cunncclion Iatcrals shall he field 10c;1tcd by illc ('o11U•actor. 'I lie ( 'o111ta( lur t;llall install I;ticral piping, pity lied down In direction of l4, . ill it 111iniltlltnl ~lope ()I'-, i�ercenl ( 1:50) and 3(,-inch mir)inlunt cover, cxrCi)1 where otIIk.A W sc indicatc(l. 3.2 SIMI"R RI:I'AIRS A. The ('untrnctor shall slake cxc'iv,lti0n IOr pipelines in true to the lines and t,radcs 01,tltc cxistint; pipeline being replaced or rcp;lired a:; indicated on the L)rawi11t.s ur iu the even( ol, a e011fliet as directed by the F11ui11ccr. B. Tlic C'ontraclor shall take rcasmulble care durinf the initial anon r11,01c(Iduc'tivc pipe Soils not to disturb cxistint,i)i1)c that is still aeceptahlc. ll'tlic nlalet ial from the;cxcavatiun is unacceptable 101. reuse. the material shall he iiM(IcJ directly 01110 IRICks d171'int, excavatiotl. The material shall not he piled o11 (hc strccl. A ftcr the dcfcctive pipe has hecn exposed, the Contractor shall uncover as much additional pipe as is 11cccs:;ary t0 allow space fill- workn{crl and llte installation ot'llic new pipe. The ('un(ractor sh.11! cut ()III the dcl<�ctivc pipe I'ronl the trench, and cxc.lvalc the filrnlc•r hccldint, 11latcrial ol'.uty n.lture 01' that pipe t0 6" below the pipe trade. C. 'I he Contractor shall lav no pipe except in tilt presc11cc (fall inspector I•eprescillin , the Owner ur I!.nginecr. D. Wherever necessary to pr(widc .1 satisfactory hearing surface, the Contractor shall place concrete cradles as shown on the (11WNIMIS 0r as dII'el:led h�' the f':nt into. E. The Contractor shall tightly stretch .1 mason's line or wire above gro11nd level. parallel to and dirccily above file axis 0f the pipe to he inst.11ic(l. This line is to he supported at intervals not excec(1111t 5l)' l)Il Se1ti'ers helllt! lald CSI{ ;1 t,falie of' 2Oi, O1' IllOt'e and not exceeding 25' 011 sewers being laid 011 a gradc of less Ihan 2""0. The C'ontractur shall (Ictcr111111C the exact line and gNUIc i01'cash sceti(.)n 01 1)i1)e by 11lcasurirlt1 down this line to the invert of the pipe in place. The C011lract0r ~hall aectlrately match cash cxistint, pipe line 111(1 trade. i'. l.ascrs play he used aficr the type and I)rucc(furc:; arc approved by the I'ns'inecr. When lasers arc used, the Contractor shall set reference points lie• holh line and t talc al each nlar7h0ic. ti'herc gra(ics are 0.6° 0r less, (he ((((stator shall check tie c1cvati0n of'lite huaill each 1(1(1' with an offset point or cnvillecr's Icvcl. G. The ('ontractor ;;11.111 not allow \�atcr ►o run or staled in the 11VIR'll while )i )c lavint1 is in progress or hud'Orc the trench has heal hac•kfilled. H. If U'crleh hottoms arc 1;)1111(1 to he u11suit.lhlc liar 1l)lllldiltIMIs I)i I)c la in, operations, have started, the C'onlractor shall correct and hri11t,ticnt to exact line.uld grade as required by Section 02220 IAcava1i0n, I ac'khIlini,, .Anti (.'unlpactiun. C'5X51)100 02753.7 i:XTFRNAI. Rl,"PAIRS RO 12/12/03 TO SANITARY SFWI:I:S BASIN 1 SAM FAR V SFAVI•:R IzH IAI;1f l'I ATION CITY OI-' .)I"1 I'1"RSON, 1\11~~01 ill I I. The Contractor shall l-ar'l-It111v insicct cac11 niece c,f' ptpl- and spcl-ial hItltt(! hcfi,rl- It is placed, and f;ty nc, ddechvl- I1ipc• in the Irl-nch. Pipe 1;lying shall prol-l-l-d tylt rack, st;rrtitlt� at t11e lower end ()I, Illc: I ra(Ir mid with (lie hells npt;radc. When 1'�ipe 1,1yiu).�, is not i,1 progress, lilt' ('onlraclor~11,111 kccp file• l-nds uf111c pipc tip lltlycl )scd \6111;I Iemporarypin" approved by Ills 1`1111 mire. J. HCII Ito)es shall hl-• 1;11 c cnc,nl�lt Ic„111(M nnll)lc• ruc,lrl li,r I)if1c jOIIIIS lu Ile JVOI,crly r1. Ide. The ('onUactor ;h;tll l-n1 ot11 bell 11nlc:; not ntc,rl- than ' jc,inis ahead o) 1,ipc luyln}t• The Contractor shail carefully ),r.rncic ihl- L,o1f(,n1 ())' file trench hct%vccrt hell holl-s so 111,11. cacti �. pipe harrel will rest (M a solid found;(lion for its entire Icut;th. Thu ConlOcIm. shall lay each pipe joint 10 ;1 close couccntric joint \\1111 okljoi III,np, pipe and so ;1.s to ;Ivoid sudden ol'lsets or incelnalitty" in tilt Ow'k. line. K. 130i11u COIISIHICII1IL;or Illacinp,any joints. file CmIll-;lc;Iur,;hall completc al lest one sample joint n1 order• 10 demonstrate io the Engineer Illat the 11101I ,cls l-nlployed collf'0111 10 the sllccifie,ltions and will provide a wafcrti ;ht joint. L. Whenever pipe 111,11eri,ds are joine(I, file ('c,niruelor shall cut the rcpl,lccntcrtl pipe to a length 1" less than the overall Iciluih oi't11c section heist; replaced. 'I'llcli file ContracIm, sha11 place 1.11e pipe in file trench, 111oror1,,h1y c•feall the ends of cxistillg and replacement pipe 'Ind irlst,dl 1111111i;s or I`ernco (mr ;►pproved utlimlI ccnlphnps. After installation, the Contractor shall check the work to ensrlrl- that the replacernc►tt pipe is vertically and horizontally aligned with (he existing;pipc and that the ruuplii►gs arc tight ,rind uvcnly lifted. M. As the \fork progresses, the C milr;lefts s11;111 ch"mi the interior oftlic pipe in place. Aker each line ofpipc has been 1;1X1, till- CmIlracl )r s11.ill c;lrell111} reme,vc all c,ulh, trash, rugs and other lorcign nlatfcr It•urn the inferior. N. Aftcr the joints have hcl-rl omipicted, Ihc1'shall hl- inspected IWIMC (hey are c•overud. Tic: pipe shall meet 1.hc test rc(Iuiremcnt:; I'm, w;ricrtiti.jliness. The('ontractor shall inu)lc(11:11Cly repair any lu,1k or defect discoverl-d any time alter cmnpk lion ()[the work. The Contractor shall take up any pipe tint Ims been distulnccd Mki-.1mill:; were 1'01-uted, cieurl and remake the joints, and relay (hl- pipe tills wm-k shall all he dmw m the C'ontractor's expense. The Contractor shall carufl►lly prc,lcct all pipe it1 pl;tce front danmgc until haekfill operations have hcen cornplclud. O, The ('on(ractor shall nn( I)Cl. in the h.0 I.lillinf l-,1 Ireurhes tmtil Ihl-pipe hu ; I,eeri inspccicd and approved hN' Ihl- I-.rt�P,Incc•r. l'. 11' the w(,rk ('orr;i!,t:: 01' cc,n:;Irn11L111P ;1 lk.'%V sWWTI fo rl-placl- un exiSIIIIi sewer, the C'ontractol. shall recunncet ;111 cxr: i;1,' >;c•re•1(T line,', (() file ue•W line. 3.3 L.A'I"1:RAI, SI?R\'I( T"-; C_'SX59100 0275. ; I X fl?RNAI. RITAIRS RO 1212/03 14 O SANIFVARY S I"..RS BASiN a SANiTARY S1,'WF'R RFI IAi1II Tl'A'i'iON CITY (W ,111.1 1"I".RSON, NI ISSO( 110 A. 11►e�'ltiitt'ltit(11'shalilltil' tillai)1)1'l11)ilalc' t111111l)CI'tl{ {Il!l113!,`;a( lorail4�Iltirr'lIC'Il iil'l:eti!;;ll'�'Ill 1)1.1)vicic ;l sn►ooth alignment hclrr Cell lilt new nl;lill sewer and tilt point ofronncc'tiort with the cxislilw, service lateral. B. The Contractor shall repair lateral s(!rvicC ('onncCUons acr )rdint', to the del;►ii till the I)r•;Irvint,s, 3,4 i I-TATION 'I'U %VA'I FA I.INI•.S A, i hwixOrllal Separation: Salli(ary sewer Idles: ;;hall 1),2 Iaid al Icas( tell ( 1 l)) feet horiiontaily froill any cxislinu or pi-opos;ccf ry ltCr nl<lin. "l he distance shall he illc;►cured cdt'e-lo-edge. Less horizoiltal separation hcirr'(:c•n a sanitary w er line and water line is allowable where it is not practical to Ilmintaili a 10-filet scpar"Itloii, provided that the rvater lllaill is in a Separate Irclich or on art undisturbed Carlh shelf luCated on (Inc: sick of the s llitary sewer' and that a vertical separali(rn ul'at lead 18 inctics between ills ho(toin ofthc water fine and rile tell)ol'thc sanit�lry r;ctver line can he ln;lililaincd. ��'hcn tills vertical sclru'ation I?ctrvccn the watel- Iiile Mid Saintilry sewel 111)0 (;itlll(I( he tilaintallml, either Ills: water lint: or the sanitary 11110 shall he rclocatcd. B. Crossings: Servers Crossing water mails Shall he i;lid to provide a Ininuuun► vertical distance ofcighteen ( 1 S) inches between the outside of the water line ;Intl tilt-outside ofthe sanitary sewer line. This shall he the case where the water main is either ahovc or hCIO\v the ,ewer. C. The Contractor shill) not i ly 1110 l:rlgiuccr lily ally polential violations of these criteria before installing the sewer as shown ()n the drawin;"s. 0 MANI101.1' 1NSTA(.I.A'I'ION A. General: hisiail manhoics, r(Ilnf)Ictc with accessories, as indicated. Ii. Dorm continuous coricrcI[C CIMMIC•Is ;aid I)C'I1CIIC5 I)C:Irr'eell 11110s ;i11d outlet, C'. Set toils of, ('rallies anti curers Hush \\:ill) lImshcd surface where manholes occur in 1rlvcn1cnts. Sct 1o1)s i in(h ;►l)ovc i IIIS IICd Sill'I ICC in lawns;, 1). Where the, pipe C )III)CtS to tilt. lirmholC wall, a short pipc still) 12"-;S" long shall he uxicndcd front the nuulhulc to l)rovidu a joint that will allow slight 11exihiii(yormovc1llcnt to occur in or lium. the f)I;in+: of tllC mall I*"Icc. I:. WI)CI-c (ht- differ-Cricc In cicvatiorl hclwecn the !I1C41111111,; <;Cwcr and the Illanhole invert is greater than or c(lual to 2-1 iucl►cs, all outside droll Dille shall he used. The droll pipc shall he CoustruCted of the s;ilnc sill• Dille as the scwvr being. dropped. Whore the drop is less C'5X59100 02753-9 FX'ITRNA1 IMPAIRS k() 12112/03 TO SANITARY S WF'RS ■ .I ":, .V j .?• •ire •�j �r I " � •.,'}... � 7: '�t�� fir. •i, - ,.� I i L; i. ..p•': .3.r 1, �. ,� � i; r,�,/)�^P .4 � ��'�,•. ;, •r,u i rf .•�. �:.'f�t 1 1 ( i R �u '.�' is r"I1.'. !jz'' � �1 ! ��$ti:Fj r-=.":;.1 .. f •t ,.. r r I I•� BASIN 3 SANITARY SEWFA REHABILITATION CITY (W .111,111- RSON, MISSOI ►RI A. I'hr, ('o )tractor shall use the appropl{ate nuiilhcr of IiItiIIgs at l4walioIIs where necessary to provide a smoolh alignment between lilt new plain sewer and the point ol,collllectiolt with the existing service lateral. 13. "the Comtractor shall repair lateral scrvicc :according to fire detail on (lie Drawings. 3A RELATION TO \VATHR LINES A. I lorizontal Scparalion: Sanitary sewer liner, shall he laid al least tell (10) Icc1 horizontally from silly cxistiri� or proposed water plain. The distance shall be measured cdge-to-edge. l..ess horizontal separation betwc(.n a sanitary sewer line and water line is allowable where It Is Ilt.lt practical to maintain a 10-loot separation, provided that (he water Illialn Is 111 it separate U•ench or oll an undisturbed earth shell located Oil oile side of the sanitary sewer and that a vertical separation ofal least 18 inches he(\YCCII (lie bottom of-(lie; water line and the top of the sanitary sewer line call he mairl(iiitled. Wlicn this vertical scparulioil hetwecn the water Mlle and sanitary sewer Mlle Cathie(( hC maintalnt;(i, Cllhel• tnc watel hill. ol• the sanitary line shall he rcle:►catecl. 13, Crossings: Sewers crossing; water plaids shrill he laid to provide a minilliunl vertical distance ol,eightcerl ( 15) inches hetwcen the outside of the water line and the outside of-tile sanitary sewer line. This shall he the vatic where the water main is either above or below the sewel'. C The Contractor shall notify the i'.nginccr lior any pu(cnlial violations oCthese criteria before installing, the Sewer as shown on the drawings. 3.5 MANI1(.)LL INSTALI_A'l'I0N A. General: Install manholes, complete with access urics, as indicated. B. [{01.111 continalous concrete channels and henches helween inlets and mullet. C. Set trips ol, (tames and covers Ilush with linishecl salrfacc where nlanholcs ciccalr in pavements. Set tolls i inch above (inishcd surface in lawns. 1). Where the pipe connects to the manhole wall, a short pipe still) 12"-14" long shall be t extended 1'1.ona the Inauholc to provide ajoinl that will ;allow slight Ilexihility or rnovel»cllt to occur in or near the plane ofthe wall face. ■ I?, 1Vhcrc file dil'Iercncc in c lc valion he ly ccn (hc; i11CO1llin4; sc wcr and Zhu manhole invert is greater than or equal to 24 inches, an outside drop pipe shall he used. The chop pipe shall be constructed of'tile same sin pipe as the scwcr hcillg drollpV.d. \Vllcre tale drop is less C5X5910O 02753-1) l:?X'1'1-RNAI. REPAIRS RO -. 12/12/03 TO SANITARY S1;WERS BASIN 3 SANI'T'ARY SIMF.R RI;I IAII11,ITATION CITY OI' JF,11'1';RSON. rdISSOI IRI than 24 inches, a drop pipe shall not he used, hilt the invert shall he filleted with concrete to forill a Ilow channel and prevent solids depositi011, I . Place precast collcrelc nuulholc sections as indicated, and install according to ASTM (:' 891 , I. 1'rovielc gasket at joints ot•scctions to provide ern eflectivc watclrlight joint as shown on standard deem I. 2. Manhole steps shall he installed either by castint; inserts ill wall or by chilling into wall per 111ant1firctuler's I—mmilr1cndations. 3. Manhole I111111C s11a11 be Set 1711 a 11111 bed of nlorlar. 4. Apply asphalt waterpmoting to exterior surface o1'n1.ulhole, 5. Whcrc approved by Fligincer, nluulholeS Inay he installed by angering. 3.6 CONCRI-AT'. PI.AC I.-.M 1-NT A. Place cast-iii•placc concrete according to AC'I 318, M.] 350R. 3.7 C'ONNE?CT1(*)NS A. Makc connections to exisIin g )i )into and under round str uctures so finished wort.conforms �I 1 _ �, as nearly as practical to r(.cp.Iiren)crltS Spcci fled 1161- new work, B. Protect existing piping and structures to prevent concrete or debris (ioln ctltct'ing while making connections. Remove debris or other extraneous IMItcrial that may accumula(e. 3.8 FII'LE) OUAL.ITY CONTROL A. Clear interior o1' piping and structures of dirt and S11per11uor.IS material as file work progresses. Maintain swah or drag in piping and pull past cash joint as it is completed. 1 . In large, accessible piping, brushes and brooms Illay be used Il)r cleaning, 2. Place plug ill end oI lllcolllplele piping at end of day and whenever work stops. 3. Flush piping between manholes ;llld 0111CI•StRICllrreS, it'rellllll'ed byarlthorifics having jurisdiction, to remove collected debris. B. Test new piping systems and harts oI•existing systems that have heen altered, extended,or repaired lilr leaks and detects, 'I he tcstinl!,Illethods should lake into contaidcration the range. �I in groundwater elevations projaotcd and the conditions during the lest. 1 . 1)o not put into S(Tvice inspection and ;Ipproval. 2. Schedule tests, and their inspections by authorities having jurisdiction, with at icast 24 hours' advance notice. 3. Submit separate reports Im- each test. C5X5()10O 02753-1U FXT1 RNAI, RH1)AIRS RO 12/12!(13 TO SANITARY SCW1',RS 13ASIN 3 SANITARY SGWFIt REHAlill.fl'ATION CITY 011 J1"I'I"I;RSON, MISSOURI -l. Deflection Test: Dellectiorl tests shall be perkwilled on all Complete replacements of full lilic segments. The test skill he run lit) less than thirly (30) (lays after final hackfill has been placed. a. No pipe shall e.xmid a deflection of Ii -c percent (5'%.). h. Il'the (Icflection test is to he run usilg a rigid hall or mandrels, they shall have dianlCtCI'S Cqual to rliIIClV-Iivc perccnl (95';(,)ol'th , inside(lianleter of the Mille and (lie tests shall he pC1•li61•nled without nlechani( al pulling devices. 5. Lcakage"Pests: LeakaL!C shall he tested using water Or low pressurc air. '['lie icakage outward or inward (Cxliltrutiu►► or infiltration) sh 111 nut CxCCC(I twCnty-live (25) gilIlolls I)CI' iI1CI1 0 1 I")iI)C dlalllCC1'pCr mile per•(hly lot,illy%eel Ion oftlie system. An exliltration oi• infiltration test shall he perli;i-nled with a nlininlunl positive head of two (2) fim. `f'hc air test, if used, as a minirllull) shall CollfOrm to the lest procedlll•C described in ASTNI F1 4 1 7 entitled he comitivilded Pruc lirc./nil• Low-Pressm-c Air Tesling, c,/'Installed ,S'c )(r r Pi/hr. I hu tCSting methods SC1CClCd should take into Wllsi(ICralion the ranbc in gr0LIIIdwater elevations projectcd and the situation during the test. 0, Leaks and loss in test pressure constitute dCICCIS that Iul.ISt bC rcpaircd. 7. Replace leaking piping using nvw materials and repeat testing until leakage is within allowances s1)CCi f ied. S. Manholes: All manholes shall he VlCl111111 lCStCd by the ( 011tractur al his CxpCnsC. An appropriate mailhole tester and vacuum pullip will he Curnished by the City of Jefferson fo1'this purpose. Whell V;ICIIIIIII ICStlllg manholes,the filllowing criteria arc to he IIsCd: a. This method is applicable to precast manholes oily b. All lift holes shall he Illtl&;gCd With 111 approved non-sht'irlk grout. C. Manholes are to he tested after iISSCinhly 111d hcf'orc back filling. No standing water Shall be allowed in the rll,11111llc excavation which Illay affect the accuracy oCtIIC test. d. All pipes and other openings into the manhole shall he plugged and securely braced to prevent displacement ol'thc plugs while the Vacuum is drawn. C. Installation and openatrun of vacuum equipment shall he in accordance with C(Iuil)rlent Specifications and instructions IlroVidcd by the lnaul►flCturer. f. I'll(, test head play he placed in the colic section of'tile manhole. Tile Frame- cone joint will he Visually inspCCtCd by the Hligil)CCr. �;. A vacuum of 10 inches of'nlCrcln'y Shall he (h•awn Mid the VaCUIIIYI I)I11111) Shllt o1T. The time ibr the Vacuum to drop to c) inches of mercury shall he recorded. Il. Acceptance Cor fi.)ur (4) 100t lhail►Ctel' nlanholCs shall be dCIiI1Cll as when the tIIl1C t0 (11'01) to 9 IIICIICS (11 I11CIV1.11 ' n1CCs or CXCCCds the fi)llowing: Manhole D.cpd Dlj►I)ICtur '1'inlc to Drat). i" ot'l_Ir,, 10 R. or less -I 11. 00 seconds l0 ft. to 15 R. 4 R. 75 seconds 15 11. to 20 ft. a R. 90 sccOncls 1 I I ?Xi tNA . t!; 'AIRS X59100 0275 RO — 12/12/03 fO SANITARY SHWI RS r BASIN 3 SANI'T'ARY SEWIT REIIAMLITATION CITY OF .II?I"I"FRSON, MISSOURI i. For manholes lwc (5) licit in diantctcr, ud(I an additional 15 seconds and Im manholes six (6) 1,00t in diameter, add ;►n additional 30 seconds to the time, requircmcnts litr lint dianie,ter inanhole,s. i• 11'I11c nrutholc li►ils to (est, necessary repairs shall he made wilh it non-shrink gout while tile, vacuutrt is still being driiwn. Rc-testilig shall proceed until a satisfitclory tcsl. is (11)tainal. C, Upon imssing all relevant testing requirements, the repaired sewer line shall be televised in accordance, with Section 02741. 3� 9 ll . , (. l.,I:AN . I, A. After completing;each section o1'the sewer line, the Contractor shall renlove all debris and construction materials and equipment front the site ofthe work. 'I he Contractorshall grade and smooth over the surface, on both sides of,the line and leave the construction area in a Clean, neat, and serviceable, Condition. END OF SC:C'T'ION 02753 (5X50100 02753-12 ["X'1'1?RNA1... RE1,PAIRS RQ •- 12/12/03 TO SANI'T'ARY SEWERS BASIN 3 SANITARY SEM"R SYSTFM RTAIABILITATION C'I'TY OF .II?ht i?(�.S(3N, MISSOURI SL:C"PION 02754 CURI?D-IN-11LAC P LININ(i (F1 11-1, L,I NC+'I'll) PART I - CH"',m:RAI, 1.1 R1,LATE 1) I OCIJML:i�J'I A. Drawings and general provisions ol'the Contract, including General and SUppIC111clitilry Conditions and Division I Speci1ication Sections, .apply to this Section. L2 SEICTION INCI..tll.)I:S A. Restoration of existing sanitary sewers by installation of a resin-imprcbnated flcxihlc Mt. tube into the existing sCwcr line Utilia.inL; the invcrsioll Method. Curing of the thermal-selling resin shall he by circulating hot waler or (alter approved nlcans to produce a hard, impermeable 11cw liner pipe within the cxistinL; pipe. 1 .3 RE l:Rl_',NC -IS A. Codes, Specifications, and Standards: Codes, specifications, and standards rcfcl-red to by number or title shall form a part of this specification to the extent 1'eLlui1'Cd by the rclerences thereto. Latcst revisions shall apply, unless otherwisC shown or spccificd. B. American, Society for Testing and Materials (AS'I'NI) Standards: D638 'Test I'VIcthod for T elisile Properties of Plastics D 790 Test MCURAS for FICxural Properties of Lin-rCillf'ONC(I and Reinforced Plastics and 1?Icctrical Insulating Materials F 1216 Standard Practice for Rehahilit;ttion of I.xtstinL,' Ptpellncs and Conduits by the Inversion and Curing of a RCSin-lntpreLMOC(I T'ubc 1 .4 SUBMITTALS A. Submit the following: I. Manufacturer's C'ertificatc of Compliance certifying compliance with the applicable specificaliorls and standards. 2. C'CI'tifiCd copies ol'tcst reports OI' factory test required by the applicable standards and this Section, 3. Marmfitcturer's installation instructions and proccdures. C5X59100 02754-1 (:'tJltf=:1.�-IN-PIACh PIPE RO--- 12/12/03 LINING (FULL LENGTH) 13A,SIN 3 SANITARY SIMFIZ SYSTFM RIIIAflll,l'1'ATI(tN ('H Y 0 F .1 IA'FIAZSON, N1ISS( )l II�1 �l. Data. Ille.(;,urcmrnt:;, assu Ill ptiolls, and r;►Icu till ioils 101. Sizing, liners. 5, l"idd nlcasurenicrlts (dianieler, depth, ovality) at Ilpstreaill and downstream rrl.li'lltolcs f6l• sewers. 0. Sampling proc,:dures and locations for ohlainim, represenlativc Samples elf' the finished liner, 7. Calculations prepared and stamped by a PI-01,ssiorlal regislcrc(1 in the State of Missouri indicating that the design of the CIPP 'I'clbill�; rllects design requirements, including structill-A a1I(1 flow Capacity. 8. Method of lim:1- invert sealinsr at manhole. 9. MSDS 161-111s liar resin; to be used in impregnating the CIPP felt tubes. 10. Contractor's proofufdu.►lily control and assur;lrlce programs. 11 . Available liner color;. 13. A final certificate of compliance will) this specification shall be provided by the manulactUi•el• IOl' all llllillg Timm lal Rinushcd. "Pests Ior compliance by .III Indepelldcllt laboratory shall be made according to the applicable AS'1'M specification and the manufactlu•er's duality Control program. C. Location of where C'IPI' wct-out operations will occur pricer to installation of CIPP tubing Into host pipe. D. Contractor's qualifications. C. Contractor's fieid superintendent's d11:I1ifications. 1.5 DF?L1V1?RY, STORAGLl., AND IIANDI ,ING A. Tile Contractor shall be responsible Ior the (Iclivery, storage, and handling of'products• B. Keep products safe from damage. Promptly t'cmove danr►ged products front the job site. Replace (1a111,1gC 1 products with (in(lain1�1,cd produ(ts. 1.6 PRODUCT, 0LJAI,II-ICATION RI;C)UIRI_;N11?1\ITS A. The products shall have a miIIIII11I111 50-},car (Icsign lilt I .. B. Products and installers seeking approval must meet the I,lllowing requircluents to be deemed acceptable 05X59100 0275,1-2 CURED-IN-PL.ACH. PIPF' RO -- 12/12/03 LINING; (VIII, , 1A NGTH) BASIN 3 SANITARY Sr', VI SYSTI'M RUHA13ILITATION M ISSO1 ►R I 1 . Fora product to he deemed acceplahlc, il nlininlutn ol'250,000 lineal' feet or 1,000 line sections of, successhul wastcwater collection system installations in tilt 1 I.S. must he dmc'unlcnte(1 to the satisll'Miun of the (hvncr to assure conlnlcrclal viahility. In:,;talle1- shall have a imilimmn ot'3 years ol'cxperiencc in rellnhilitalills; pipe of si11lilar sire llsing the clilvd-in-pl;lce pipe lining; inversion ptocess. Tile field superin(cndent shall have a minimum of 3 years cxperiencc in rchahiiitati11l; Ilillc; ohslnlil;u' sir.e usins., the cured-in-place pipe lining inv(2rsion process. 2. Sewer rehabilitation products submitted cur nI)I)l' V',lI must provide third party test results the long-lcrnl perinr 111111 •c (11)(1 structural strength oh the product. 'Pest sarllples shall he prepared so as to simulate installation method"; oh the product. No product will he approved without II1(ICI)ellllcnt thll'lI party tcslillg vcri I icat ion. PART 2 - PRODUCTS 2,1 Gf:NLRA1, A. C.'ontractor shall lake all Ilf.ccssary lielll 111casurcnlents ol, the existing pipe (including dlalllcter, ovality, and Iclli;tll) and sllbllllt to the 1.,111"incer ally Ililorill;ltloll affecting the rrlanutacturc 01' the liner system such as variance in dimensions indicated in the Contract DOClll'11Cills pl'll)1' t(1 liners. B. The minimum length shall he that decilled necessary by the Contractor to chle.ctively sl)a11 the (listance 1'1'0111 till.: in;el to the outlet ol'Ihc respective nlarlholCS unless Otherwise specified. The Contractor shall vc:ril,y the lengths in the Iic:Id bclurc nuululaclurin�;. C. Unless Specified otherwisc, the 1111(21- shall he structurally desit.;I1Cd cur a nlillilllunl service lire or 50 years; hilly (Icterioraied host pipe condition; soil loading 01' 120 I)cf; ractor or safety or 2.0; soil modulus 0h 1,000 psi; 4'%, ovality; maximum deflection or 51%,; and 501%, long,-terns modulus reduction hactor. Vertical loading 011 the pipe shall include I1-20 live loading if' the C'IPP is ill the roadway; and the r;r01lnd,ater depth Shall he ass11r11cd to he the roll soil depth. Pipe depths are as shown on the tahulation on the flans. The Contractor shall utilirc ASTN'l 1`1210 to derive mininnim liner thickness values cur the rally detel ioratcd host pipe based on the ,hove criteria. D. The C'011tract(11'Shall suhlllit the struclur;ll llcsiti',ll ohthc liners to the L:ngincer. 1. DCSIl;II may he hosed 011 111;11er-1al propertics ol' the liner that exc'ecd the nlininlurll values specified in AS1'M 1`1216, Ilo,ever, the ;;hurl term modulus ohelasticity used in struclural desip'n Calculations shall not he helm, 250,000 psi or exceed 350,000 psi, Flexural stress shall he a minimum of' 4,500 psi lilt either modulus of,elasticity value. C,5X59100 02754-3 CI.1RF1D-IN-PI.ACI.? PIPI RO--- 12/12/0:3 LININ(i (l l►L.l. L.LNG'l'II) 13ASIN 3 SANf1'A R Y S IM1:R SYS'I F�M RI'I IAII11,ITA I I()N CITY ( F ,11?l-TTRSON, M ISS( ►t Ili I I.. The ('1111' shall have it mi►tinrtlrn. ol' the Dull How rapacity of' the orrs,ina) pipe be101C rehabilitation, Calculawd c;lpacities rllay he dcrivcd using it Commonly accepted roughness coelTicient I:lr the pipe mawrial takillu into consideration its age and condition• Tile rotll;hncss rocl'lirierll of' the' ('ll'I' sh;rll bc� yerilic(I by thir(I party test data. 2.2 (. UI?I;D-IN-I'I./V T' I.INI:k A. "MI cured•-in-place lirlintl, products shall comply with AS'I M 1`1210, 'I he Ilc:xible tube Shall be filhric;lle(I to a sirs that when installcd will lit ncntly the ink%rnal circlilldererlce ol, the existing sanitary ;ewer pipe Feint.; rchnhiIilatc(l• Allowance shall he nla(lc for circunllcrential slretclli,;g dilring insertion so that the lirlal Cured product is milt; against tilt wall of,lhc host pipe. B. The sewn tuhe sl a I consist o , o o � , 1 I I one r nl( rc l;lti•crs ( t ;rbsorhenl non-woverl lull lahrrc and meet the re(luiren tell ls of AS"I',M I- 12 10. The tube; shall bu constructud to withstand inversion pressures, havc sul'Ii(:icut strength to bridge missing pipe, stretch to lit irregular tripe sections and shall irlver1. smoothly around bends• I. The wet-out lithe sImll Il;rvc it uniform thickness that wiled compresscd at r installation pressnres Will meet or eNCeud the design thickness. 2. The outside layer ol' the tube (bc'llrre wet—c)u() shall he I)olyethyle►lu coated, a translucent 1lex1hle nlelnbrane that clearly allows inspection of the twill ttllpr•egnatioll (wct-out) procullrrc. The plastic Coating loll separate the resnl inside the tube 6.0111 the inVcrsion water without Icakagu, accommodate inversion, stretch to sire and shall not delamirlate belore, d111•itl,'4 or after curing. 3. The tuhe shall be hornogcnotls across the entire wall thickness containing no intermediate or erlcapsulate(1 el;rstorllcrie layers. No material shall he include(i in the toile that nuly cause dela►lll lilt loll ill the cured ('1111'. No dry or Unsaturated layers shall he c� idcnl. 4. The wall color ol• tilee interior pipe surlilcc: ol- CIPP alter installation sh;lll he a light rcileclivc color so that it clear detail eNatllin;rtion with closed circuit television inspection e(lttiprllcnl 11my be made, 5. Scants in the tube shall he strontp,cr than the unsumiled lilt. 6. The oulsidc 01'111L' Iube shall be nlurkcd fM' distance at rel,r►lal intervals along its entire length, not to cxc,"ud 5 I'Ccl. The manulircturer's name or icicntil"ving symbol shall also appear at intervals not exceeding ill I'ect. "I'h(. lobes shall be ntculufilctured in the t ISO. C5X59100 02 75.1_4 ('l)I:.HIMN-11I..n('E 11IPF RO .. 12112/0:3 1-ININ(i (vUI.1, I+,N(i'I'l l) r BASIN 3 SANITARY SEWFIZ SYS'1'FM RFI IARILITATION ('ITY 01- JI?I`I`I'RSON, MISSOliRI C. The resin system sh;Ill he a c:ormsiorl resistalll polvest(-'r. Vinyl ester or epoxy alld catalyst systelll that when properly e'llred Withill IhC 11111C CoIIII)oS1,IC IneCls the recplirc11lenIs ol'AS'I'i\•1 I`12 10, the physical pIopC1.1I(s IIc•re•iII, ;►nd those whicII arc I be miliicd in the desil,n ofthc ( IPP for tlli� pl'ojcct. U. I-irler color shall bC selected by the I'llgincul, and apprm ed by (he Owner at the time (i(' the submittal. 3.1 1)R1"1)AltATION A. The 1i111owing installation plocc(lures shall be adhered to unless otherwise approved by the Chvner's Represcrtt;lliVc. 1 . The Contractor shall carry out his olleralions in strict ;Iccorda11ce with ,III OSI IA, and nlanuf1lclurcrs' safely recluirenlcnts. NartiCul;u' altc•n1io11 is drawn to thOsC safety requirements illvolvink; Cnlcrill" c•Ml1i11CCl spaces. i2. It shall he the responsibility elf lhC ('ontrac•t )r to remove .III internal debris and clean the existing sewer line prior (o ins1,111, tio11 elf the liner ill C011101'111a11CC With Section 02740-Sanitary Sewer CIc;minp- 3. •I he C'lllltNICtol' sh;►11 providC I,()r the flow (d sewa+%e around the section or sections ol'pipC cicsigllalcd fir 11111114; as spc:Cilicd ill Section 02790-Sewer Flow (:'ontrol. 4. The Contractor shall provide inspcCtion ol- sewers as speci lied in Section 02741. The interior of'tile sewers shall he carcl'►Illy inspected to elctcrnlinC the location of any conditions which lolly prevent proper Installation of Cll'I' into the Sewers, and it shall be noted so that these Colld►tlolls Call be correl•Ic''l, S. The Contractor slmll be responsible Iol' C01114nlinl; the locations of ;111 sCITICC CoIll1CCtlollS 111d dClCI'millllll-', w11CtIle:1' COI111CC111011ti al'l.' UCll1'C of, Inactive pl-lor to inversion and c:urin-', the t'il'l'. TIIC ('outractor sh;III he responsible (01' determining "vhctllcr serviecs ale tiff(MIh dye teatillV or OHIO' approved methods. 'file Contractor slmll rcl-er to the "( iencr;tl on the Drawings tile service line owner notification proc•edilres. (l. The Contractor shall cll.-;u' the line• of obstructions such a:, solids, protruding service Connections of collapr;0.1 I'ipc Ih;II %%ill preveul the ill:iertiou ol' the linel' pipe, as noted till the I)rawi11:.r,;, 11' 111specli"ll revC;IIs all (.l )struction that Cannot he rcnloved by convent;o11aI Smor cleallinyt c•gllipnle'nt, then (lit! Contractor at the Filgineer's dnection shall make ;I point repair cxc;l\;llion (o uncover and remove or repair the obstruction prior l0 11111,11,;, C'5X5C)I00 02754-5 ('11121:1.x-IN-PLAC 11' PIPHI 1,zO 12/12/03 I.ININO (FULL 1-11-MITI-1) BASIN 3 SANI'T'ARY SI VV'IZ SYS" '1-:M IZI'IIAII11.1' 'A'I ION O 'R CITY ,1I"Fl SON, MISSOI II I '7. 1.)o not Install liner if ground tti,llcr ternpc ruttrres andior anlhient lcnlperalures arc not within the manufacturer's recommended T•anl,es within the installation procedures. 13. Where practicable, liners can he iusl:llled ill C01161luous Hull~ throu4,h Inanhclles where there are two or Illorc continuous sc1','er sevillellts, especially to Conned several short segillerlls with a Contillu us 111111 g. 3.2 INSTALLATION A. General: Alternative methods of ('II'l' liner insertion and curial} may be used 161• products when approved by the I'llginecr and when the Baal liner p OLIIICt lacers the intent of'ASTN'I installation procedures its determined I,y the I'llginecr. I . Installation shall he in accordance with Iuamllilcturer's recommendations, which shall be available for verification by the I?uginecr. 2. Finish the in-ide of the manhole with a quick-set cement grout to raise the invert to the grade of, the liner. Use `,rout to dress 1111 around the end of, the liner. This space play h,. sealed with a mechanical seal, chemical seal, or (JOtllblrlallorl of both. The chosen method shall he approved by the Engineer. 3. If the pipe liner f tils to make a tight seal clue to hroken or misaligned pipe at the manhole wall or other reason, the Contractor hall apply a seal at that point. "1'hc seal shall he approved by the i"Il ;i11cer. 4, 'I'he temperature of' water shall be in accol-dancc with the nu111111'acturer's rcconl Ill endatioils. 5. Afler the liner has been installed, all existing active service connections, shall be reinstated to their original opening as close as possible, All inactive services that are capped of'f' shall not he reinstated. Any service connections that are determined to be inactive by the Contractor shall not he reinsta(ed. This shall be i (lode without excavation, and Ill the disc oI noll-Ill:►n-entry pII)C;;, froll) the interior of the pipeline by means 01'a 300° television camera and a I•erllote control cl1tting device that rc-establishes (he service connection. Wheel ;l I•elllote cutting device Is used and a elc,ulout is availalllc, then a mini-camera down the service shall also hc; used to assist the operator in ►1ttillt; or lrimnlin�;. B. Wct-() ltol*(.'llred-ln-I'lace I.inir I . The ("'ontractor shall designate a location whel-c (Ile reconstruction tube will be vacuum inlprCgIIdtccl With the approved resin prior to installation. The Contractor Shall allow the (honer to inspect the nlat:!Ilal and "wi;t-out" procedure. A catalyst system Compatible with the resin 'Ind recc,lls11-11etion tube ~hall be used. C5X59 100 0'754-(, ('l►f: N-('L.AC'f" f'iPF' RO -- 12/12/03 LINING (FULL l-E?NG'I'Ll) BASIN 3 SANITARY SI"WFIZ SYSTFIM REHABILITATION ION 2. The wet-out reconstruction tube shall be inserted (III-mitfli an existing manhole or- othcr• approved access by means of ari iuvcr;;ion procctis or other approved method and the application of a )lydrost;llic head srll'licienl to I1111y Cxtcr d it lu the next designated manhole in• termination point shall be applied. The inversion head will be adirrsled to he ol'srll,licient height to cause the impregnated tube ill invert Ironl manhole to manhole. ;old hold the tube tight to Ill',' pipe wall, produce dimples at Side connections and hared ends at the nulnholes. The use of a Itrhricant is acceptable. 3. Aller inversion is completed, the Contractor "hail supply a suitable heat source and water re-circulation ecltripnlent. '! he cyuipnl�.nl shall he capable of delivering, 11011 water trr•out;h0ut (hr, section by rncans Oki pre-strung hose to linilormly raise the water temperature to the temperature required to cause a cure 01' the resin. This temperature shall he deturillined by file nlanulacturcr. d. The heat source shall be fittest with suitable monitors to gauge the temperature of the incoming and outgoing water supply. Another such gauge s11a11 he placed hetwecn the impregnated reconstruction tuhc and the pipe invert at each manhole to determine the temperatures dr-lring cure. Water temperature in the line curing the cure periocl shall he recomnlendecl by the resin nl;uluf;lcturcl• and approved by the L?ngiuccr. 5. Initial cure shall be deenled to be completed when the Cured pipe appears to be hard and sound upon inspection. The cure periocl shall be of a duration I•cconlilnerldcd by the resin nlanufilcturcr, as illodified liar (lie cured-in-place inversion process, dut•illg which time the rccirculatioll of'-tile water and cycling of the heal cxchange to maintain the lemperature continues. G. The Contractor shall cool the h;lydCnell pipe to a terinperature below 100" F before relieving the static head in the: inversion standpipe:. (.'arc shall be taken in the release of the static head so that ;l vacuum will slot be developed that could clarllage the newly-installed pipe. 3.3 POST INSTALLATION A. Where liners of any type are installed in two or move continuous rllanhole segincnts, the Ilncr invert through file intermediate manholes shall he left intact. Final flrlishing of the installation in those intermediate majiholcs shall reyuirc removal of the top of the exposed liner and neat trimming of the liner cdgc where it touches the lip of the manhole hench. B. Portions of any piece of' liner material renlnved durinZ; installation shall he available tin• inspection and retention by the Owner or the Filginccr. lieC'5X59100 02751-7 CURED-IN-PLACL: PIPE RO -- 12/12/03 LINING (I_lJLI_ LENGTH) 13ASIN 3 SANI'T'ARY SIM1;R SYS'1 FM R111AII11,ITATI()N I'I'N1 OI' ,1171 FFRSON, MISSOtIRI C. Reillstate op lling;s liar all nlarlholc o111sidc drop asselllhlics after relining Illalllfllle scwcr. D. Bach linc se!;l11enl lined shall he TV illspectecl ;1s So1.11► as practiCOI Akl' processillg, to assure complete curim" or 1.0,01111ing. Segn►cllts not fully Coll l61.111111g, to these Specifications must he immediately brought to the I1,11gincer's iltcflli(.)n with a proposed method of col'l'ection. 3.4 TESTING A. Aftcr completing lining, evcry lil►cr and Illanhole shall be TV illsllcctcd with a 360" integral lighthcad camera as soon as practical to \'cl'IIy ploper installation. The rate of travel shall not exceed 30 Icet per minute, ill each service, the camera shall conic to a complete stop ►111(1 the service shall he panned. 13. For lined sewers withol►t any active service connections, leakage testing as spccificd below shall be perfilrmed: 1. Aller the line is Billy cured and completely cooled to anlhiclll temperature, plug both ends oftllc liner and fill wills water. All air shall he bled From the line. r 2. 'T Ilc Contractor shall Iilllow the procedure listed in ASTNI F 1 21(x. 3. The allowable water cxliltration rule shall not exceed 50 gallons per day per hich- dlameter per mile of sewer. 4. Submit written records to the Fligincer documenting the results of the exfiltratiou test 1'01. each segment. The rccord shall show, al a nlinilnunl, sewer size, manhole numbers, sewer length, duration of* test, quantity 01' water .IddCd, and the measured cxliltration rate in gpcl/inch diameter/lIdIC. 5. The Contractor shall repair sections of'pipe which do not pass the cxfiltration test and re-test the repaired section unlil the section elects the leakage requirement. C. The Contractor shall have an independent testing; fah analyic fillisllCLI liner samples taken from rr►anhole cutoff's, service coupons, etc. Samples shall he furnished directly to the lab within 24 hours (or less) after installation. 1 . A minimum ol'2 samples shall he taken of the first segment installed. 2. A sample shall he taken liar c:; h liner insertion or inversion on the project, ' Multiple-segnlellt Il1sCl'1lolls/IIIVCI'til0llti front one nl;lnulilctul•ilIg I0t rcduire onC (1) sample, unless in excess of' 1200 I'M, liar which two (2) must he taken. 3. A imninlum of' six (0) samples per project shall he lake11 f,(,r each type of' lirlcr furnished. M59100 0275-1-8 CURFI MN-PLAC'l l'IPF RO-- 12/12/03 LINING (FULL LI NGTH) BASIN 3 SANITARY SI?W]"R SYSTI"M RI?I IAII11,ITATI0N CITY 01 .III 11TRSt)N, MISSOURI IT. 'tests in accordalwc with AS I I\1 sl,►►Itlnnls li)r PI'c,l)cTliCS illid FICX(Ind Modulus shall he conducted. 5. The Contractor shall dctcrn►ine san►pllllg location and procedures to ensure represent ill ivc samples are obtained li-om the hilishcd lino, subJect (o approval) by the Engineer. h, 'I'11c Contractor shall furnish rcillm IbIc suing r;lcevcs to collect liner Samples, which acc►Watcly replicate Ills host pipr diamcler, 3.5 AC'C I1"I AN('I,, A. It is the intent of these spccificalions 111,1 the Completed lillcr with all appurtenances s11a11 he essentially eyuivallcnl nt linal yualily and appearaulcc to new scwcr installation. 13. The finished liner shall ht� continuous +giver the entire segn►cnl hct\\,Ccll manholes and 11omogencuus throughout. C. The finished liner shall he Illlly rounded and as five as conlnlcivially practicable frolll visihlc defects, including but not limited to d,ulutge. deflection, holes, dclantinalion, ridges, cracks, uncured resin, lilreign inclusions or other objectionable (Iefects. 1). 'There shall he no visiblc infiltration through the liner, around the liner at nitulholc Connections, at servicc colinectlollS, Ill tiCl'\'iCeti, or ill Cleall(1lIlS. U0IltI*,WtOI' Shall 1'Cpalr any visible leaks, regardless ol•thc result oflcakatgc testing. E. Where a detect in the litter requires removal of a section ol'tllc liner, in the Engineer's opinion, the Contractor shall make all repairs as reduired by the I?ngilicer and shall install a segmental liner, compatible with the liner, to aCCOr►lplish a continuous fI111SIlCd liner. No Separate payment will he made I61- such defect repair or for the post-repair segmental liner, 3.6 C'LF.AN-UP AND Rk'STORATION A. Ininlediatcly upon completion of each individual sewer line or it u►aximmil of 3,500 linear fcct of, Sewer line lined tinder this Contract, the Contractor shall hcgiii and prosecute to conlplc:tion the cleanup and property restoration f01' this C1lilrt. 'Phis shall be clone prior to the start ol, auothcr line, unless a written permission is obtained From the (honer o►• I ilgilicer to begin allolhcr line. This permission will only be given if' the hollowing conditions and situations exist: I. The C'outractor maintains it sul'licicl►t cleanup crew on the project at all linics, weather pairllltlllg, and that the progress shall he at Icast equal to the pipe lining progress un the project. This shall he subject to weather and ground :onditions. C'5X59100 0275-1-9 CtJRI`D-IN-I11_.AC I_` PIP RO 12/12/03 LINING (FULL LI NUTH) BASIN 3 SANITARY SI-W131t SYST M RVITIABILITATION CITY OF ,Ifil,'V`IRSON, MISSOURI END OF SECTION 02754 r 1 1 1 r r r r r r r r CSX59100 02754-10 CURED-IN-PLACID PIPE RO- 12/12/03 LINING (FULL LENGTH) r . BASIN 3 SANITARY SFWI?R SYSTEM RI?IIABILITATIC)N CITY O .IFICI I?RSON, MISS()( IRI SI_?C TION 0277f (.'I?NII,N'I'1'I'IOl)S RI;I'AIK OF tiIANI IC)I.I.S PART I - (:J1;NERA1, 1,1 RI,I � I',D )C ( t Nf TS A. Drawings and gC11cral provisions of(he Contract, including General and Supplementary Conditions and Division 1 Spccilicaliun Seclions, apply to this Scction. 1.2 SUMMARY A. This Section includes cemcntiticurs rcpair.s of n►anholcs, including "patch and wipe" repairs of wall Joints, Iiltholes, lower walls, top portions of' ntanholcs, and entire manholes. This Scction also includes bench and channel rcpa.irs in manholes to improve or F16rnt more adequate 11ow control. B. Mtutholcs rcduiring centcntitious repairs are identified in the Dravrings. 1.3 RC FE,RI NCFS A. ASTM 0293: 'Pest Mcthod For Flcxural Strength ofCrtncrcte. B. ASTM 0580: Test Method for Flexural Strength and Modulus of Elasticity of Chemical-Resistant Mortars, Grouts, and Monolithic Surlacirtgs. C. ASTM C900: Test Mcthod for Pullout Str•cnt;th of I-la►•clertcd CO11Cr•Cte, D. ASTM 0.109: 'Pest Mcthod for Compressive Strength of Hydraulic Cement Mortars, E. ASTM 0995: Test Method Rn Time of Flow of Fihcr Reinforced C:oncretc Through Inverted slurnp Cone. 1.. ASTM 0157: "Pest Method (itt' Length Change of I lardcncd II Y draulic Cement Mortar and C'onercte. G. ASTM CH 1 : 'Pest Method fc�r 'I'intc of Set of llychaulic C'cntcnt with Vicat Nccdlc. ' 1-1. ASTM C234: Tcst N"Iethod fin- Comparing; Concrete on the Basis of' Bone! Developed with Reinforcing Steel, 05X59100 02771-1 C:I?NIFNTITIOUS REPAIR RO-- 12/12/03 OF MANI TOLES 13ASIN 3 SANITARY SIMFR SYSITNI RIAIARIIATATION CITY 0F .11-THIRSON. NI ISS01 JR I I. Interl lilt iol ull Concrete Repali histitutc (ICRI) ( itildclink, No . ()37,12- Selecting and Specif,villy. Collclv(..� Sill-face Preparation 1,01- ScAcrs, Coahlli,!S, Illid Polymer Overlays WS 11 3). 1 .4 SUNMITTAI.S A. 'I'lic Contractor shall submit a certified statclilulit by tile lilmillf"actill-cl, of the celliclititiolls material thill the Contractor is cul-lificd ol- approved by the 1111111111,factlil-cl• to apply the celliclit it I(ills nintel-i"ll in situations required by this Contract. 13. 'I'lic Contractor shall subillit a CCl'tiliCd StiltCHICIlt that the CC11101titiOUS Material proposed by the Contractor 1�; sill(ahic 161. application on tills pro.ject and that the CCll)ClltitiOLlS 11MM-1.11 Will withstand the earth and hydro.static loading', imposed on the manholes. C. The Contractor shall submit the work experience ol'the installers proposed to use for the cemuntitious repair work. As evidence ol'the installer's experience in this type of'%vork, the Contractor shall include with Ills Submittals specific illfol-matioll as to the equipment and personnel available kw the work, -and Hil'Ormation covering five specific installations of, similar work mid size IIICILRIM� I-Clel-ClICCS. For tIlC I)tll•I)OSC of this pro.ject, the lil.maller shall have ,i minimum of 3 years of continuous experience. The field Superintendent shall have a minimum ol*3 years continuous experience. D. Contractor's Procedures 1 . The Contractor Shall silhillit Wl-ittCll dCSCl-iI)tlollS (.)I*the I)l-0CCdllYCS ;111(1 C(ILlil)lllcllt used ill his operations 1,61- repairing tile existin" 111,11111oles Using a ce.111ciltitiolls matcrial 1*61- this Contract. 2. TIlC ('011t1•11001* S11,111 SLIN1111 the IVI,'1111.11lU.tllrer's 1-C-Coillillcilded procedures and CCILlil)MC111 (or tile sank work. E. Product Diltil 1 . '['Ile Contractor shall SlIbIllit IM► Ul't-10111-Cl"S litCl-WAll•C and iIILlStl-.lti0l1S sufficient to \!Cl.ifNl coll-il)llljlcc ol'tllc product with these Sliccificati011s. 2. The Contractor shall submit catil-ml test data of ell gincel-ing c haract.cristics in accordance with the "Quality Assurance- subsection ()f'this specification. 3. When requested, the Contractor shall submit to the Fligillcur samples of the material lie proposes to use. 4. At the option of' the I"Ingincer, the CmItractor shall demonstrate proposed material(s) on il sample area that is rupf esciltativc of ajoh site application. When approved, the saillpIc area shall serve as nn acceptance Im- all fixture work. C5X59 100 02771-2 CFNI FNTITIOt JS R['111A I R RO - 12/12/03 Of-- MANHOLF'S BASIN :3 SANITARY SEMI?R SYSTF-M RI?I IA13I! ITATION CITY 0 .If?FFFIRSON1, Imis;c l im A. Contractor shall initiate and uIlli>rce duality (:(mlrol procedures in accordance with applicable ASTNI mid ACI stand;u•ds and the 1�:nginecr's rcco11u11clidations. I3. Contractor shall uw an adequate number of workmc11 skilled in the application of flit approved cerncntitiot(s material. C. All eementitious ma(crials shall he tested by Certified testing lahoratorics in accordance with applicahic ASTNI (-sting, melhods 161. (lie manul:►c•turer's product. As a minimtun, testing of the rrl;I(Cri;.Il shall Include Flextind Strength, Tensilc StRAlb;th, 1301)cling C ill):Wity to ccmcntitious materials, Working and Setting time, and C'herllical Resiskilice to sewage. I'cst specimens shall he takers in accordance with ACI 5008-Scclion 0.4 and ACI 500.2-Section 1 .0. 1 .6 l: FILI'✓FRY, ST0106F, AND I IANDI.M; A. The C'c wniclor shall excrcisc extren►c c;u•c (.luring h;uiclling, storing, and installation of the material to he used in the Inalihole rehabilitation work. 13. Storage and Protection I . The Contractor shall handle and store the cenrentitious material as recommended by the nlanu(facturcr of the nu►t till to ClISUN inst;►11;1(1011 in it sound, undamaged condition. 2. Materials shall lie kept dry and he protcCccl li•om weather by storing under cover. PART 2 - PRODUCTS 2.1 HYDRAULIC.' C'1?N11:NT FOR PATC111NG 1101.,E?S AND FOR 13HINCII AND CIIANNFL, RFTAIR A. Premixed non-shrink Portland Cement hosed hydraulic cement tier hatching holes shall consist of Portland Cement, graded silica aggrCL4,0Cs, and special p1asticiriI1g ant! accelerating agents. It shall not contain chloride~, I,ypsun►s. plaster, iron particles, or gas 1u1-111ing agents or promote the corrosion of steel it n►ay conic in contact with. It shall he li►rnrulatcd at the filctory and supplied in (.'►dory scaled ant! labeled, pre- rlieasurc:d containers, lha( shall contain the Con1plC(e quantity of materials required for this work. The IahClcd containers Shall he IIIIxL:d inunediatcly prior• to use in ►rccor Iallce will] (hC rnanulaclurer':; instruclii1ns and as slipulatcd in these SpccificatioI►s. I3. '['he hydraulic ccrner►t for patching holes shall ]lice( the fi 11mvilig requirements: I . Set Time 011inr►tcti): 00-00 C:SX59100 02771-3 ('I:M NTITIOUS RETAIR RO 12112/03 OF MANI-IC_ILI L'S 13A,'-,IN 3 SAN1'1'i\R)' til SYSTI'M RH{Mtll.l'I ATION MISS( RI 2. IMirliluunl t'ulul)ressi�e l�Il'7,tl1 1 1 lour 500 2d hour 2,000 28 Day" 5,5U(1 3. 1'1'CCt.I - I hak: ltcsisImwe (Cycles) 50 4, Sullatc Resistance (('vc les) 15 5. `+hrinkat�.cil.�})ansion M.OS (l, full Out (Ihs) 10,OOO 2,2 HYDRnt TIC ( 'I•AWN•I• I Olt STOPPING INI l l.'I•I:ATII )N A. Pl'ellli\Cd I'(,rll;l )d ( 'enrent h iscd h:,!dl-;Illli(- cement I'M' stol)I)in); inlilt•sltiorl from ac•ti\•c leaks "11;111 consist oI•I',.lrtlan(! ('cillcilt, +r,r;ul.cl silica sI)eeial 1)lasticirin); and accelcralin}!, a},',cnls. It ~11;111 not c•0111;1in chlorides, L,y1)sunls, piaster, iron particles, or gas lorllillll, all,elll" of, I)I•ulllcrll' III • e01'I1)5IO11 01 Slue] II Illay e1111IC' ill Contact with. It "hall he I'M-11111hik-d al Ills fac•tol•y ;Intl Supplied in faclor.� scalc•k1 and l,lhele(l, pre- nlCasured ec)nl;liners, WIIich shall Colltalll the comp Ic1c Lit aIIIIIV cll'nl;ltcrials requil'.,d fill' this work. 'I'hc laheled containers shall he nlizcd illllnedla(ely 1)riur to use ill WCOI'dal)cc with the mal ill faeturer's instructions ;Intl ,is sti1)111,1te(I in these ti1)ccifIc•atio11 s. 1.3. The hydraulic ccnlcrlt fof* stopplll,; leak" shall elect the fi)llowinti, rc:g1111VIncrlts: I . Set Tirlle (seconds): 3O--(i0 2. C'c nl})ressl�c Sll-Lll�Ih (I)si): 4,000 (bully C'urcd) 3. flexural Stellzlh (psi): (fully Cured) 2.3 C'I-MI*`N'1•ITI01.JS I,INI`It NI/VI I:IlIAI A. ('remixed cemenlitioils lino lnateri;ll shall he it hi};h st-cngill suhstratc repair material For Ilse in concrete or hrick manholes and plpc.;. It shall nut contain chlorides, gYpsunls, plaster, irorl panicles or gas lilrrllin)r, as%tints. It shall he li,rnrulated it the I:ICtury and Supplied ill factory scalcd and labeled prcnlcasilrcd corltairlcrs I11;11 state the Complete quantity of material required fi)r (his wiirk. The n1,ltcf-kil shall he mixed prior to Ilse in aceordancc with the nlanulac:lurcr's Si m and as sI)ecilied herein. 13. Material s11a11 allow lilr appliratwil of c1 ox v coating. rllalcr,11 A41' cure of eenlculitiou5 nts.11c;rial. 1 . 'I'hc curinW time sh,lll take into eonsideralion the ;ullhient W1111)CIA111re and lnoisturr 10'e1 within the WOlk ;u'ea. 2, The Curing belt shill he in accordance „ith the eelnentili0us lllatcrial u►d suhscqu(:nt cl)uxy Mill Ill when i1pplirahle. C'5X59100 02771 --t RO --- 12/12/03 O1, MANIIOLFS 13ASIN 3 SANITARY 51:WI'IZ S17S'l'l M RFlIA1311,ITATI0N C'I'TY OF .IHITT'RSON, N•11SSO1IRI C. Material caul he alplplicd by hand (trowel) or s prayed ()It. C). Minilmull cured conllpressivc slrenf',lh c11' cenlenlitiotls liner shall he 2,500 (psi at 24 hours ;.lnd 0,500 (psi ill 7 clays. 11. Mininnlnl cured Ilcxurnl sUrni,th It ecmen(itious Iincr sll;lll hu 700 psi, 2.4 PROM ICT MANU AC"TtIRI.RS A. All ccnlcntitious 11lalerkil used in the relmil ol,cxislin±.; manholes (I lydraulic Cement I61- IMI[Chilig hopes, Ily(Irnlllic ('cllrc•nt 161' StOl?I)1I141, infiltration, and Cerllentilious killer) Shall he Troll) sank; Illallul•actllrel or ll)l)l-0VCd h)' the elpoxy Coating System nlanuluelurcr to assure Compatibility of vnriou ; coMpollcnts. 1 13. The acre ptahle cenlcntitlous repair product nlnnul'aclurcrs iuc: I . Smicrciscn, Piltshtlrgh, PA 2 Q11Mlcx, NIMMlelle, AR 3. !'(tali)-('nsl, ,Iohnslon, IA 4. Or I?(lual 1)AI1-T 3 - FIXI"CU`1'ION 3.1 PRE-APPLICATION INSI'I C TION A. All manholes to he re paircd with ce11lcntitious Innteri:ll ~hall he inslpccicd by t IC Contractor 161. Cleaning I-C(Illll•CI11CIlts (prior to mobilizing fol. ;I plplicaliorl oT the ccnlcntilious nultcrinl. 13, The Contractor (prior to collllliclicillp, inslpe(:lion shall take appropriate health :111(1 salely actions. The health :n d safely actions shall comply with local, sl:,IC, and fedora) regulations. The Contractor shall suhlllit to the Fligillecr a written copy of a salcl_y (plan which the Contractor will use ill conduction wort: under (Ills contract to the I'lli;incer for illlol-matloll. Submitting tills Itlliprmalloll to the I.nt;inccr will not relieve the Contractor ol'the reslponsihilily (IM. the safety ol'work under the ('onlractor's ('01111'01. r3.2 PREPARATION OF SUR) ACI? PIM W '1 ( ) RI'.I'AIR A. Ali concrete and nwsonry sl.lrlaces must he c1ca11• (ii•casc, lilitallee, loos) hricks, (Mortal' LIIIS011rld concrete, and other Material.; 11►llst he c ollllpletcly remove((. Water hlastin& utilii.irlg I)rolper 11orrles ,hall he the Iprilrlary nlclluul of clemillit,; however, other Illedlods shell as %vCl o►' dry snlldhlasl".Ilp„ held wash, collel•ele c1callers, (ILgl-cascl'S Or mechanical mean'; (nay he rccltIlred to Iprolperiy Glenn the surface. Surlacus on which CSX59 100 0;'771-S TN NTITI0( IS 1Z 17('AIR R.O - 12/12/O3 OF MANI IOLf:S I I A S I N 3 SANITARY `,I".WFR SYSTI-M RI�IIAII11,IT,,V11ON ('I'I Y ( * .II•I1+RSON, MlSSO 1 110 ihcsc other Illc Il!ods ;art: nsud "Imll he Ihor6u1,1 lv rlla.Nc'd, s� I uhhrtl, ;Intl nt:u1rali1.Cd 111 I'CIIIOVC C1c allllll'. mwills ;IIld thell' I,C;1 I;II11 I)I' 011i•Iti. I`1, All surl:lCCS desil�,nalc�l 10 rc'cciVC a ccnlc•Illatu)us w1);►ir ;Il;lll he I Ivp;,lrcd to ;► ntiuiullual clCl;!'l't' t11 t'oIIVl1llc'S,' dc's6gII1Cd a5 l 'ail' .+ hti' Ills• 1111CIIL'111u11;d ( '6IIC'IcIu {Zt'I);III' 111S11111tt.' (ICR1) (;Ilidellllt• No. 037.1?. C, SMAIR•c I)rcll;tl';1Ii11n sluall hc• I)Crlilrnit:d Ito Than 2•1 hour;; b("61Ic• 111 rc+ll;lir (11'11)C rlrulholc Walk' With Ills: al)I)r6Vcd ( enlcII11116us Ill;llcl-1;11. 1). The MMIll(act Ill CI 's iuslructious sh,lll he 1011 VC(l 11)r surface I)1e1101aliou, 3.3 A PI'I.I('A I( )N OI ( 'FN II .N I I'l IOI ',; N IATI-A41AI . A. 'I hc, ( 'ontr;wtor shall he wSl) )n!;ihlu IM' 1111\q.' Control Ill t 11!11i1rnt;lIIC ' With SCC6011 02 71)I►, li. (llltilltnnl Icnll)uralure for handling•, and applying Ihc. lu;ltc'I'MIs shall l)1: hetween 50" and 80'T. The ('onlractor shalf st6rc. nlatc•ri;ll Withlu 50 '' to ;I► 'I r,1111,c 101' 18 hours !prior to usu. C'. ('clw-Iltilirus lnalc'rial simil not be al)1)licd to �;t1rl'accs when the mr tellIpc•raturc is greater than 85"I" or 1mver Ilmll X15"'I 1). Cenlcrttilious Inalcrial !;hall he alylled (n tilt- Inatlholc wall", in accordancc with the NfillIufnCturcr's rCCOnalnCII(IMIons and tllc ( ' MhOClor's S1;IICd methods ill rctluired suhnti(tal ;In(l ;►s Il)l)t'MTd hN the 1`11)�'InCCr. I,. 'HIC ('cnluntiliorls I11:11C6al can ht• ;11)lllictl hN• SI)k1\' tkll!il)nlcul or as rcCUtnntcndcd by tilt nlauularlurer ol.Ihc c1:11101110iMP, I6aWI-kIl. I'. Alter surl'ict: 1we1)aration, infil1r;lli0l) shall 11C s10111)t:tl hN' Ole leaks with thu approved hydraulic eenn.-nl d(,'silr,ncd 161 Ibis purpose. 1. To Stop leaks: ('rack 01)cniulI, nlnst he I)re1);uc•d 1) chll)I)illy, clot ;1 Iltllllllllllll de11t11 ant) width of ','i-inch, I'hc n1)I)lo�'cd Il!,draulI cement shall he n►iXCd I ratio of h�'drauliC CCIOCIIl t6 clean W;Iler in ;ICC6rdalwc will) the rcconullcudations ol, the Nlaln►liaclurcr, 'I hu !nixed hti'(1rauliC ccnleul xh;dl then ht• 161'011 into tilt: crack. 2. To O,Itch: All I6osc ()I- disiulel',ratcd Inatcri;al ,;h;lll he IvIlloved from the area to he patched or I-ciminted exl)6�;in}:, a sound suhIMSC. Ilotus or voids al'ouncl S :1)s, .joints or pipes, sl)allc.•tl ;uc:as, and cavities c;atlsed b\ Inissinl; or broken brick shin he patched and nlitisinl; mortal, rt.-poinlcd usiulr, ;1 non•!,hrutk patching nlorlar , conforming to the rctltlirerncnts in Suhst:01(m 2. 1 of till~ Specification. (..'racks not subject to move n)CIII Mid l"rc;Ilcl' Ihan I/16 inch in width shall he coined out fo a minintunl width ;In(l dcl)th of 1 -? iu+. h anal I);I1C1IL'd with ion-shrink patching rllorlrlr Coll lilr Ili Ill! to the rccluircult nt ; of'illhsrt tioII _'.. I o1'11lis 'Spo.1cilication. C'5X59100 027'71 ( 'I''N,II"N I'll 10115 RF1'.^IR R(1 -- 12/12/03 OF MAN1101 +"S 13ASIN 1011Altll.l'I'A'1'ION CITY OF ,II?I I I.IZSON, NIISSOI IkI G. The cenlentitious liner Shall he applied according (o the ftlanu►ilcturcr's inst(ticlions. :3.4 kI-TAIk OI� BkN('ll ANI ) ('IIANNI�.I, A. The Contractor shall rchuild the channel il're(luired by reshaping, and repairing the slope ol' shelves or heuches, Work shall include aligililig i1111ow ;Clld oulllow ports in Such a 11millier is to prevenl the dcp(,silion ol'soiids ill (he transition poi111. It, All invcrls shall li,llow the pradcs ol'Ihe I>ipe enlerirli', the nla111101C, (.'. ('hanftes in direction ()f the sewer and c11tcrillP branch or hranchcs shall have a true curve of as large a radiur; ;IS the S11C of tile manhole will perlllit, hilt will he shaped to allow easy entrance ol'Illaiulenance equipment includin}', bliCkels, 1 .V. c;lnlera, cic. :3.5 1'I?S'1'IN(; AND INSI11;,(' I ION A. Stlitahle uuu-dcslructive Iype test 411' ee111el7tiliulls lu;acri'll shall he Conducted when required by the 1`111;heel'. The I'llgilleel. shall appl—mo., the lestitlt', Inclhod. I . Any area 11,111111 by the FlIgineer 1") not he adequately repall-ed shall he c1ca11cd and repaired ;I1;;li11 by the ( 'onlractor. 2. The Contractor at no additional cost to the ()weer shall r,.Tair :Inv area delectcd to he in;ldC(Illik-I}' rWpaircd. H. A fim l visual inspection by the ('ontraclor in the prewlic., of the I?Ilgincer shall he made. Any del"wiencics, incillding pinholes, cracks, signilic;ull sagginlr, or other defects shall he repail'ed by the ( 'onuactor. 3.6 WARRANTY A. the COwl'aclor Shilll wairalll '111d ohl;m) !1'1)111 the I11;I11lII;ICt111'er Its warranty that the products supplied li,r this project eonlilrl11 to these specilicatloll', and will he tree from dciicts in materials (including houdinl; of materials to existillp, structures) for a period Of one (1 ) year I*rolu the dale of suhsl;1111111 completion of Ibis Contract, Said nlanulaclurers' warranty shall I)c in a lorlu HC•cellt;lhle to anti loo' the benefit of Ilw Owlicl. 111d shall he SHI)Mi►Ied by the ( 'o11lraCtor as .I Condition of linai pilynlcnl. The ('mill-actor shall repair or replace, al the ;;ole option ol'and at no cost to the Ocaner, any work fi,urld to he delo.Ttiv,- within smd walranly lwliod. Such repail or replacement S11,111 include the cOst ol*reulO\al and 1cliv;1allallml, I:ND OF SH."I ION 02771 (15XS9100 02 771 -7 CHIMI,:N ITHOUS kf?I'Alk k(1 12/12/03 OF MANI IOL ES M13ASIN 3 SANITARY SI'MFIZ SYSTEM RVI[Alit LI`1'ATION CITY 0F ,Ilil'VI?kSON, N1ISSOIiR SUCTION 02772 C'!!l:R11('��L, S!?�1L.INCf Of MANlIOI.L:S PART I - GL:NI RAL 1.1 RE,''LATI-1) 1)OC'1JMINTS A. Drawings and g;cneral provisions of`the Contract, including C;cncrAl and Supplcrrtcrrtary Conditions and Division I Specification Sections, apply to this Section. 1 .2 SUMMARY A. This section includes leak-proolins; of rn;ulholcs rising chemical scaling; procedures including; polyurcthanc and/or acrylartlide. This Section incluudcs nuulholc repairs such As chemically scaling; the base of'thc nu1nholc wall at the bench, chemically scaling the rltanholcs AI the pipes, and chemically sailing; wall .joints. 13. Manholes requiring;chemical scaling; repair arc idcntificd ill the Drawings. 1.3 SUBMITTALS A. Manufacturer's Certificate cif Compliance certilying; comphancc with the applicable Specifications and standards. The certification~ shall list ell materials furnished under this Section. B. Certified copies of'tcsl reports (.)I' luctwy ICSts recluir'cd by the apl)lic�rblc sfartdards, the Manufacturer, and Ibis Section. C. Manufacttu•cr's handlirl,, storage, and installaticn inst'uctiuns 111(1 I roccdu►•es. D. Contractor's, I*orertt/n's, and Applicator's qualifications. I-.. Product Bala, including; manulacturcr's cut ~heels, 1.4 S A F41TY A. The Contractor shall coordivaic -with local autioritics prior to work so cutcrgency measures can be established, 13. The Contractor shall comply with all applicable OSIIA, statc, and local safety ntcasures. C5X59100 0 2772.1 CI IIAlICA1, SEALING R0 — 12/12/03 OF MANHOLES BASIN 3 SAN I'1 ARY SF W kk tiYS] I"IM ItFI IAIIII,l'1 ATION I'.FFF,kti(�N, NIISS( ►IJRI pilk'I' 2 - I'kO1)t l("I'S 2.1 1?0 1111►M I"N 1 n. The hasic e(luipn►ent shall consist oI' chcu►ical pur►ll►s, chemical col►tamers, injection packers, hoscs, �'alvcs, ;111(1 all nc(.("Yi uy c(luipnlcnt ;uul t►- ON rc(luire(1 to sea] file 11►anitoles, I . 'I'lhc cl►culical injccti()u pun►p , shall he ccluippe(f with 1)rcS>;11r-C meters that will provide liu" tu(►rlil(►rii►1; pr sure (lurin(, the injecliorl ol'lhe chemical scalanis. 13. When► r►ccessary, liquid I►ylr,lss liucs c(luippc(I with hyp;►ss valves i will he incorporalc(I ir►lu the punlpiu)' s rslcrn. 2.2 I tlZf?'I'IInNI. It�11, ( il''I, ( 'Ill:t\1((';�I �,1:;1f,IN(► �1�1"I'I.11fitl. A. TIIe ( 'onlractor shall use a ,tcl contain M!,, 1 part urelhanc prc'1►(Ilyrner thoroughly nlixecl wills hctwccn 5 awl 10 parts ol, water by weight. The rcc.(nnrucndud rnix ratio is I part ureth.►nc prepolyn►cr to 8 parr" (►I*watcr ( I I 1►rcpolynit'rl. B. The ('ontrucim. shall use ,► liyui(1 prcpulyn►cr h.►vint� a soli(Is co►llent of 77',4) to 83'!;,, specific gravily ()I' 1 .01 (.8.05 porn ds per u►I1(►u), a11(1 a flash point C. The Contractor shall use a liquid prcpolyrncr havin," a viscosity ()1' l►OO to 1200 c enlipoise at 70" that can be punlhc(l I1iro1igh 500 feet r>1' 'i:-inch hose with a 1000 psi Ilea(] I.It allow Tutu 01" 1 ounce par secou(1. 1). The water lrse(1 to react the prul►olymer S11a11 IMVV a Ill 1 01'5 10 Q. C?. The gel shall have all approximate cure (in►c of 80 sccon(fs at 40''l., 55 seconds at 00'1-, and 30 seconds at 80' when I p.rrl prepolymcr is rcactc(1 with 8 purls of water only. !., The gel shall 1►avc ;m approxn►latu cur time Ihat can be re(lucc(I to 10 seco11(Is for water' temperatures of dO"I, to 80"1" (�lien I pall prepolyr►►cr is rcactcc] with 8 parts of* water Containing a s(rl'ticicnt ;uliounl of 1!,cl control a(I(]itivc. 6- The curink; :;hall proclucc a chemicals. SkIh1e an(I non-bio(let�,ra(lahlc, tuut�h, Ilcxihlc f;el. 11. The viscosity, (lcnsily, gCI strc.nlcth ;trrc) resisl;(ucc to ,4vinkat.e of'the ;cl shall he able to be increased by Iltc rlsc i►f-a(l(hlives Io the 2.3 Ill? . 'I A BASF H)A �" (.' � r ' � (''I I NI' n 1 1 III. I1 . .�1, ti1�i11.1f�( i N1;'1"I I:k1;11. A. '['lie fi►arn shah have approxilnc►lely I ImIt of' urethane prcpolyn►er thormll. Illy nixed 'wilh I part of \vatcr by xciuht (50 prcpol`nicr). C5X59100 02'/7:'. CIRWICAI. SI'.AHNG R(1 -- 12/12/03 0 1` M A N I i(.'.)I F'S BASIN 3 SANI'T'ARY SI;WI;R SYSTIM RVIIABIIATATfON CITY 01 .II',I 11"RSO N, NIISSO11RI 13. The licluitl prepoIynt(:r shall have a SoIi(ls eo )lerlI oI'UN, to 88'%,, specific gravity of I.1 (9.15 pounds per gallon), and a flash point of2()"I;. C. The liquid prepolymer• tihall have a viscosity of 300 to 500 centipoise at 72"I,' that can he pumped through 500 IM of 'i,-inch hosc with it 500 psi head at it flow rate of I ounce per second. U. The fbrull shall have a cure time of' 15 minutes at - 01,, 5.2 mi[MICs at 70"F, and 4 6 minutes at 100"I" when the prepolvlrter is reacted with water only. Li. During injection the lixun grout will expand and fill the space. P. The approximate physical propcilics of the cured Foam when a nlixturc of 50"o prcpolymer and 50"'/O water (tnderf,ocs a corlliticd expansion to five ti111CS its inilittl liquid volume shall be as 1611mv; 1 . 14 poun(Is pct' cuhie 1601 (Icnsi(y 2. 80 to 90 psi tensile slrcnfrlh 3. 700`/0 to 800 Vo elongation 2.4 ACRYI.,AMIDE' CIIC:MICALSI"ALL; MA" FIRIAI, A. The chemical grout used shall be an acrylanlide consisting of a nlirlinlum of 10oiu aerylailllde base material by wcigh( in the total sealant minx. A higher concentration elf' acrylaillide base material I11ay he used to incrca,c slrcngth or offset dilution (1111•ing infection. 13. The chemical grout shall posses; the ability to tolerate some dilution and react in moving water during injection. C. TIlC chemical grout shall have it viscosity ol'approximatcly I to 2 centipoise, which can be increased using additives. The viscosity of the grout shrill he constant during the reaction period. D. 'I'hc chemical gr(.1ut SIMII have it controllable reaction time from 10 seconds to I hour. E. The curing process shall produce it sealant which is honlogerlous, chemically stable:, 11011biodegradable, firm, and flexible. F. The mix viscosity, (Tensity, and gel strength of'the chemical grout shall Iavc the ability to be rlItC1'Cd by the use of additives. 2.5 MANI.IFAC 1'Uh(,RS A. Avanti International C:5X59100 02772-3 CTIFNICAf_ ,SC?ALING R0 -- 12/12/03 OF MANI-101AIS BASIN 3 SANITARY SII'%%To t SYS I I-All IlHIAH11 I.1'ATI( )N ('I'I'1' Of .II I I I IISON, �II';ti( tl dO PART 3 - FAVC11'I'ION 3� Z ?O II ' -M1;N'l S IIRl(W I O SI'A1,1N( � . .1 I L , l hl, � A, Manhole str let nre scaling ul the II)aoltulc• h;t w, walIS, /cane and t'11 intncy slt;tiI he done during Iti+'h, 1'.1-otrndwalcr cond111ott5, unlc;;; the points of Icakal�,c lmVV hcen 1) i(ills ly idcnttlic•cl. B. The ('ontractor shall cic;tn the c't;tcl, W' 101111 to he sc,dc'tl of atry loo ,t dchri'; and l„rcil"n rtuticrial. 3.2 SHIAI,IN( i PIMCF1 )1IRkS A. At each poit f ol• Ic akagc wilhin Ihc manhole struetru: n hole shall he care full' drills cl from within the manhole and shall extend through Ihc entire manhole wall. 13. In cases where there• m.c tttultipic leaks around the circttutfercrtrc of the manhole, holes may he drilled, prm•iding all Icakagc is stopped li-onr these holes. C. Grout ports or sc;dant injection cicVILTs shall he pla('ed in these pre:\?iously drilled pules its such a \%'ay :Is to provide a wiltertit;hl seal hclWcen the holes and the injection (t'r'ice. D. A hose, or hoses, shall he attached to Ihc injection device I*ro►n ;ut injection pump. l-.,. The Chemical scaling materials �.h;tll then he puutl)cci thrnctL;h tilt' hose unlit material refusal is recorded on th,.- pressure tt,a):,c uuurntcd on tilt- pu►nping, ►n7it or a prcdctcrmincd clu;utlity ul'sc;tl;utt h;tr; heclt ittjccled. 1 . Care shall he taken during", the pumping operation to insure that exccssivc pressurt's do 110t develop and (';rust: d;umtl.;c to the uranholc slruclnrc, I . Upon cotnpletic,n ul' Ilw in.lcction, tilt: ports shall he rcrttovcd and Ihc rcntainin>> holes gilled \pith mortar and IrmvIccl (lush with rile surfitrc of the manhole walls or other surl•accs. The mortar used sh;il{ he a notr•shrink palchitt:� tnnrtar as specilicd in Section 02771 ('cent-_•ntiliow; kcpnit of 1lanhnles, G. W11cn applicable the (.'onlrac.lor ntav use the polyurutltnuc resi;t-so;tkcci oaktnn n)clhocl, using; dry twisted jute o;tl•.unt "r rc•:,in roll W111t pc.,lyurclhanc resin (w;ttcr activatcd►. 'I'Itc Contract(tr shall the tnanul,rclurcr's recontntcndations when usins; these methods. I . I'hc t'onh;tclor shni) clean lilt' cracl: ur loins to he sc;ticd ul ;uty loose cichris and 1,61.61;rt material. M59100 112772-•1 Cl SFALING RO ._ 12/12/03 OI' N1ANI1OI.1?S BASIN 3 SANI'T'ARY SIMFIZ SYSTIN RI?11ABILITATION CITY O .IF.UFFRSON, CV11SS()IIRI 2. The Contractor slikill cut file oakultt in various tiiies to meet (he recltrirenrenls of the cracks and holes. 3. The Contractor shall place the oakum in a heavy-duty plastic hag,or pail. 4. The ('onlractor ;hall Dour cnouglt polyurethane to cover' the oakum and allow the oaktrnt to soak long, enough I« become saturated. 'I'hc Contractor Shall '..II\V Iys rise the proper prolective equiplttcnl and ventilation, 5. The Contractor shall remove the saturated onkilm Croat the container and submerse it in water (Or approximately .5-10 seconds. 0. The Contractor ~hall hold the oakum out of water until the grout starts to foam (Ithhroxinlately 1 to 3 minute s). 7. The Contractor shall place the oakum into the leaking crack,joint, or hole. Using a blunt instrument Stich as a :;crewclriver the Contractor shall drive the oakum further into Ihc' Icalcing area (joint). The water in the joint will continue to activate the ""'mil that has hcen absorbed by the oakum. S. Note: If joins or cracks that are being scaled arc dry, the Contractor shall spray water into the joint or crack before inscr'ling the activated oakuni. r 3.3 TFISTING A. After the specified scaling; work has been completed, the manholes shall he visually mspecled and tested by the Contractor (as required) in (lie presence oftl)e [ingincer and found to he acceptable. B. SITLICInrC Sealing TCSt 1 . Manhole Structure scaling shall lie visually inspected 1*61- watertightnes's against leakage of water into the manhole. 2. All visible leaks and detects ol)SIAWcd dLII'Ink; il;spcctiort shall he rcpaircd to the fingincer's Satisfaction. 3.4 WARRANTY A. At the 0%viler's request, the C'UnhaCtOl may he Icduitcd within one year to visually inspect the manholes that were rehabilitated. B. Any wort: That has become defective within the one-year period shall be redone by tile, C.'Unll'aClol'at no additirnlal cxpensc to the OWnel'. r r END 017 SI"CITION 0277? C'5X59100 02'772-5 CI I I'M IC'AI. S 11,A L LNG RO--- 12/12/03 OF MANHOLE'S r BASIN 3 SANITARY SFWI;R SYSTIN RI:,I IABII.ITATIC)N CITY ()F ,IFITFRS(tN, M ISSt )I ►R I SI"C"HON 0277; �IANllt�l.l: I Its\`�11; {t!?I'AIftS PART I - (il?NFRAI, I. I Itl:l A TI?f) f)OC MINTS A. Drawings and pcncral provisions of the Contract, including (Jcnerrl and Supplementary Conditions and Division I Spccilication Sections, apply to Ibis Section, 1 .2 SUMMARY A. This Section shall include repairs such as ir,st;111atiorl of I'r;►nics (by (honer)" replacement ofcxistirr[; frolics and covers Eby Ow11er), reselling and scaling, the frame to the eorbcl/chilmicy, scaling Ilse li•anlc and chinrluy to the corbel/walls, and scaling (lie li•arne to the colbcl/chimncy, 13. Manholes rcclriirink; li•;unc ;u•c i(ICntllied in the 17rawings. 1.3 1:)[:I-INITI0NS A. Chimney: The Cylindrical variable height portion o1' lhu nl;urhole structure used to support and adjust the fillishal grade ol'llic nl;ulhofe li-ann.;. The chinurcy extends ti•ont the toll of Ills corbel or• cone to the base of the manhole frame. r 13. Cores or corbel; That portion ol'thc manhole structure which slopes upward and inward From the bat•r•cl of the manhole to the required chimney or frame diameter, "C'or•bel" rcfers to a section built of brick or Nock, while "colic" refers to a precast, fiberglass or plastic section, 1.4 SUBMITTALS A. The Contractor shall submit certified statement by the nl;ululactur•cr of' the I'rarnc seal that the Contractor is ccrtificd or approved by the 111,11MIilcturcr to apply the frolic seal in situations required by this contract. 13, The Contractor shall submit slop drawings with 111anufactru-cr's slice Ificatioils for matt-iuls and method lire proposal installation. rC. The Contractor must submit a nlanul,10111•cr's certificate stating that the C,ontraclor has received all necessary training. (5X59100 02773-1 MAN1101A.? FRAME RO — 12/12/03 R["'PAIIRS 13ASIN 3 SAN ITARN' SI?WI?R SYSTFM RFIIABILITATION CITY OF .111-T FRSON, MISSOURI VART 2 - 11R0DUCTS 2.1 1NTHIRNA1, FRAMI- )'FA1. A. The inamil icturer shall in writing certify that each of the t'olItractor's representatives are approved to install sealant prior to the nuuluf;trturc:r applying any sealant. The (raining shall be included in the hid items liar internal manhole sells. li. I'ranli: seals shall he clesi gncd to prevent leakage of water into the inallhole Ihrou �It t!lc ! ', b I'rante joint area and the area above the nlatlholc cone including all extensions to the chinllley arc.. 1?xte1sio11s shall include, but not he limited to, lil'thip, rinks, brick and/or Klock material that play have been used to achieve grade. C. The seal shall remain 11e,r•il)le allowing flor the repe=ated vertical or horizontal movements of,t)tc frame (.file to frost lift, (;round movelltcnt or file thermal movement o(' pavements. 1D. 'I'hc final liner material shall be made no less than 170 mils. of corrosion resistant aromatic flexible urethane resin coating to be applied to l)le inside wall of the entire chilllncy area as described above. Mil thickness may vary depending on the local climate. The contractor shall contact the ntanuflctu►•e fi.)r thickness rccollilllcndations. E. The I)roduct sha11 have a Illllllllltlill elongation 01.800"b dill hardness (durometcr) of 75. final liner shall have a millirnuill tensile and adhesion strengths of' 1 150 psi and 175 11). I/in, respectively. The manhole scaling systcnl shall confi)rnl to the physical requirements of'AS'I.NI 1)412. The tensile strength of the final seal material shall he a minimum of 1,150 psi according to the requirelnelts of'ASTIvt 1)412. 1'-. The lining product shill have an aromatic urethane printer resin on the corlpfcte surfilce. The scaling system shall be applied 3 inches above the bottom ()['(lie Cranle and shall cover the entire chinuley area to 3 inches below the bottom ol'the chimney. If the manhole has been relined prior to the seal installation the seal shall cover a nliniinlinl of 12 vertical inches. G. The internal Frame kcal shall he l'lex•-Scal Utility Scalailt(Y" as ntanllfaclured by Scaling Systems, Inc., Ring Seal(t), or an approve! equal. 2.2 MANIIOIJ: FRANIFS AND COVI?RS (BY OWNI?R) r A. The Owner shall install frames and covers as indicated on the I)rawillgs in accordance with the City of.lcflcrson's Standard sewer specifications. CS 5910O 02773-2 MAN1101_141 FRAME RO -- 12/12/03 RI::PAIRS BASIN 3 SANITARY SI?Wl"R SYSTEM REHA13IVITATION ( '11'1' OI ,Il:l l ltlttiON., MISS0)I IRI PART 3 - 1?XFC(ITION 3. 1 GL NI'kA1, A. Reset and seal nuulholc I'ramus: All manholc Irames Ihal are misalipicd IYonl the chinntey or cone/concc) by 3 inches or more shall he exc.►vated and realigmCd prior to scaling. All manholes designated to be reset and sealed "hall be clone so according to the Iollowirlg procedure, I . All existing frames shall be fhoronghly Ci ailed before reinstallation, ?. If the manhole li-an►c is to he raised, it sul,ficient number of new precast cc+rlcretc grade rinks or prick shall he installed to enahle the fi'arllc and C11ver to I11CC1 the new grade. The 111nilholc rover n►ay also he raised to inert the 11,radc Izy installing an approved steel or iron nuulholc adjusting, rinp, ill the top of the existing rnatlholc li•arnc. 3. The Frames shall he set in a heel of ccrllcrrlitiotls grout mixed to a ruorlar consistency. The grout shall be a premixed, non-n►ctallic, high strength, non- shrink giotil which meets the requirements of ASTNI ('191 and ('827. Wlicn mixed to ., mortar consistency, it shall have a rllirlimmrl one•day and 28-clay compressive strength of 6,000 and 9,000 psi respectively. 4, The li•anles shall he set so that the tops of the covers are 11us11 with the M1.101ning pavement ol. ground surface. S. Tlic Contractor shall seal manhole Frames in accordance with these specifications. 13. Manhole Franle and ('over Replacement / Instal lation► (13y Owner): The existing manhole I'rarllc and cover;s as idcntified on the Drawings shall he removed and, if' not being reused, disposed of as directed by the 1?ngincer. Any damage to the chimney or corbel caused by the removal ol'the existing niunholc frame shall Vic repaired. I . If the manhole Franlc is to be raised, a suf'licicnf nunlher ol'new precast concrete grade rinks or brick shall he installed to citable the (ramie .Ind cover to meet the new grade. 'I'hc I11allllolc elver may also be raised to rllect file grade by installing an approved steel or iron manhole adjusting ring in the top of the existing manhole Crallrc. 2. The frames shall he set in a heel of cenlentitious grout mixed to .t mortar consistency. The grout shall he a premixed, non-metallic, hif;h strength, non- shrink grout which meets the requirements ol* ASTNI ('191 and ('827, When mixed to a mortar consistency, it shall have a mininitrn► one-day and 28-clay compressive strength ol'0,000 and 9,000 psi respectively. 3. New or replacement 1i•anles and covers shall he IS specilied in fail Products of this section. Gxistillg Frames and covers that are to he reused shall he ' thoroughly cleaned hdorc relnstallrttion. New or reused frames shall he installed so that tits top ol'Ilru covers are at the r'cclrrirecl grade. OX59100 02773-3 i\IANI IDLE FRAN11"' R0 12/12/03 R EPAI RS 11ASIN I SANI'T'ARY SFW1:R SYSTI''(\.-1 RFIIAII11,ITA,I'ION 3,21 INS l Al I .A HON (W IN TI':4MM, l,RANlP S1`.Al. A. All lu ):;e an11 pl'oll"►ldliw, nlorlar and hrick Ilnil v mild inlcil"re IIli Ilic seal's per'litrrn;uicc shall he renlovc(l. 11, AlIV III)S lol �'JJVL-1 Il;lrl Sllppul'ts shall Ill' slit o[T I"llish willl t';1!;III11! C. I'Mching l'Clllelll slmll conionll to 1'CC11111'l'111C111ti of* 111c Ill milfacturc Any profiling,, c'c'llk'llt stork will rcylirc the Collll,:10(sl' It) Colit:10 tilt' `,C,Il;lllt IllmillfIct111'C 111 detClmille ill 1vr'itillL,' the prulur tin1C I_C(lllllCd (ol' 111e c•OMMI to eomplOcly cure prior It, ilistalling this Ilcill. 11. Preparation of'sllrf'ace sh;lll include "midlililstilly :.lilul Ilretisurl Watihin,-, ur ►lse ul'd Willer Wasting machine that delivers the Walter With it S;►ndhliLAT NI(aC11111nl in a steady slrCam a1 a nlininlurn o1*3500 psi. (?. Active. leaks (infiltration) must bC Correcteel by a Ill( 111011 approVCd by the l'.nl,iIICCr prior to Installing all internal Manhole Scai. I , AI'Ier Walcr sandblastinf;, pressure wash the entitc area remove any 1u11se sand that Illay have hCCll d"positt2d. The substrate surface must he lice oV sand, loose dchris, Ialcncics, dust, oil, grease or c:hcnlical contaminalion. A Mower ur lurch n►;►} he I'Clluirccl to compictcly dry the substrate surface of. as I-cconuncndccl by nlanllfiictilre. G Sealant may 1'C(pli1'C the propel' mixing of,,fetus, as 1'CCO11111 CMIC(l 1)}' the IllallufaCtlll'C's IIIStI'IICti011S. 1'tISLIrC C11Still" and structurc tillrfaCes al'e vival) ;illd dry wi'd'e the primer 1S intended to adhere. II. Aller allowing for proper drying 1.lfprirllcr to occur, sealant shall he :Ippllcd by hrllsh ;IS evenly as possible over the eiltil'C CllininCy ar'C;i tbal includes lhC Franc joint area and Ilse area above the rnanhole C1)IW including, nil extensions to the Chirlulcy arCa. I. The contractor shall furnish two mirrors with extension h;uldlcs :;o the I livinecr' Can inspect sealant application to 'trails underneath li'anlc without entry of nlanholu. "These items Will hcconle the property ol'the owrwr upon conlplCtioll luld at no additional Cost of,this item. ('ost 1,61. these items s11;111 he included in 1110 hill items fill' iu(ern;d rllanholc scaling work, F-M-) OF SI?C TION 112773 C5X59100 02773•4 N1AN1 It)I 1' I'ItAMF' ItO 12/12/03 Itl?PAlRS BASIN 3 SANI'T'ARY `I:*WI;R SYS'1T'Nl RI;I I A I I I I I' 'ATION CITY O .II�.F11T.RSON, MISSO1 IRI SVCTION 112771 {:{'(1Xl' t't)t� {'INCiS { OIZ �tANI{(►I.1.S PART 1 - 61?NHO , 1.1 tFL.A I : ) DOCUNIHNTS A. Drawing-sand gcncr,.11 of the C'ontracl, includilly General and Suhhlcmc:nlary Conditions alld Division I Spccilication Scctiolls. .1pply to lllis Section. 1.2 SUMMARY A. Work under this Section includcs (he ful-nishin)., ol' .dl lahor, ccluipillcnt and materials, and purl`)rminf; all operations racecssar_y to ruhahilitalc cxisling manholes using an approved cpoxy Coming system as indicated by the Drawings. A. ASTM 1)7()1); 'test Methods Im Flexur.►l Properties ()(' (.1111'cl►1(61-ccd and Rcinfi)rccd Plastics a►Id I'?lectrical Insulating. Materials. 1:3, ASTN1 C'580: 'Pest Method 1,61- Flexural Strcnr,th and Modulus of Elasticity of Chemical-Resistant Mortars, Grouts, and Monolithic Surl:acings. C. ASTM 1)038: Tcst Method (i)r 'I'cnsile Properties of,Plastics. D. ASTM ('307: 'Pest Method 1i61. 'tensile Strength of' C'henaical-Resistant Mortars, Grouts, and lvlonolithic Surfiacin S. 1:?. ASTN/I ('a21 : 'test fvletho(l 1i61. Bond slrcnt.;th of C'hcmical-Resislant Mortars. I-.. ASTM 1)4541 : full-offStrcnPth ol'Coatings Lasing Porlahlc Adhesion Tcsters. G. ASTNI 0308: 'Pest Method Working; and Setting 'times of Chcnlical-Resistant Resin j-lortnrs. 11. ASTM 1)O15: 'test IMcthod li)r (.'ompressivc strength of('arhon and Graphite. I. ASTNl ('571: Test Mctllod li)r C'ompl-cssive Strength of ClIcmical-Resistant Mortars, (irows, and Monolithic Sur facing.s. ,1. ASTNI D543: "Pest Method li)r Resistance ol'I'l.astacs to Chemical Reagents. C5X59100 02774-1 EPDXY COMINGS RO - 12/12/03 1�(:)R MANHOLES 13ASIN 3 SANI'T'ARY S'I;AVF.R til'`i'I'1?!\1 RI'l IA1;II ITA'1'ION K. Ati IAA 1 )•111 .1: Slallcl;lrl! l)raclic•e I'M Nlcasurnl;. nl• Wet film 'I ImAncss (11' Or+,anic ( 'o;ltintts hY itil)lCIR'd L. AS'I•N1 I )•I Iti7: ( 'mitinllity Veril-cation ()I, I.icliiid ()I. tiilc) f I illinl's AI)l)lic(I It) ( '1)ncrCtC Sillist I ills. 1 1 .4 IS1 1t1\1I'I' I'AI.S A. 'I'll(, Cmilractw, shall srlhink ccrlilied slatcnlcnl 1w III(: n IIIIlI';iCltu'(r ul' IIIC el)oXy Coaling SYSICnl that Ill-: t 'ontraclor is c•ellilicd (Ir al)l)rinVed hV the nl;ullllheturer to alll)ly till' cllll\1' c(lotililp, syslelll ill sililallwIS re(illII,Cd hV 1111;; C01)Irael. B. The Cmilractur shall sllhnlil. :I ceriilied sl;ltcnlclll tl1;:t tilt• C11()XY C();IIItq!, system llrol)c.)sed by the ('onlraclor is stilla,)Ic I•ur application on this l)1'ojccl, ;utd that the thickness the ('onlractclr ccili apply will \cilli:lIm1d file earth ;Intl Ily(h))slalic 1oallillhS inllloscd on the illanl101es. C. The C mItractor shall sllhnlil klateri;ll Salelly Data ~heels (.MS )ti) 1i)r each llrculuCt used. 1). The C'ontraelor shall suhnlil rn;ululilclurcr cerlilication that lilt ;Illllliriilc)r has been trained and approved in the h;uldlilli4, ulizin)„ and al)llliCatiun ofthC llrucluCls tl) he used and that the equipment is approved lilt applying the llroteCtiVC coating. I The C'olltractor shall suhniit the CxllerienCC rCCC)rd of the ('ontraClor, sllllcrintcndcnt, tend applicator llrolloscd to use Iiw the rchallil It'll loll ()I* cxisting mailholus showing at Icast S years o('c.onlinuous exlleriCncu 101, the ('ontractor and Slillerilltelldellt and at Icast 3 years of continuous experiunce I01' the ;ipplicator. As CVidenCC 01• the Cxl)Cricnce in this type of' wm-k, the ('onlraclor shall include with each I)Crson's experience record, specific inlowilultioll aS to the Cquillnicnt and I)ersonnel ;IVailahlC Ian• the work, ;111(1 inlilrmation covering installations ofsimilar work and size. I • The Contractor shall sllhnlil written dCS( riI)ti()ns of'tile llroccdurCS and Ccluipillent used Ill the operations for reh;Ihlllt;IIIIIg fIIC 111i11111()Ic.s 1151111!, ;Ill C1111x}' Coaling Syslell) (01' this ( olltract. Ci. The ('l.)n(ractor shall suhniil Ihc nlanufarlurcr's rl conllncndud l)rocedurus lilt I'Chilhlllt;ltillll the Illilllhllll ,'i UtiHIP, ;ill CI)o.0 V c•oallllf' S)"item loll' this CmIll'act, It, The C'ontracl()r shall submit 1)rol)I ()I ;ulV ncr ss;u: Iedcrnl, St,ite or li)eal I)crnlits or IiCCIISCS 11CCCSS;11'V 1111' the l)11)leel. I. l)I•o1lllCt Data: The lnauul;icturer shall cuhlnll Illy 10111111'llll; 1)I'odlll'I d;lla. 1 . Thu ('ontraelllr shall ilnd illustrations Suft•icicnt to vCril•v ronil)li;ince �)I' the I)roduct with these spL.-Cilicalloils. Included ill this C'5X59100 02 77-1-2 1 d I( )X Y (•OATIN(AS RO .- 12/12/03 1 Ok NIA NI I HS i3ASiN 3 SANITARY S I V F R SYSTFM RF I IAi111,I 'A'1'ION CH Y c )I' ,I I .I I'I-*RSON, ill ISSOI IIt I data slulll he the nlanlllilcturer's written colicurrenl:e with these spLcificatiOl . and Ills lilllc: Ilctwccll initial coaling or .uly W(Illirccl rcp,irs 10 tlr: initial coating„ all(1 till: (isle at Which 11MV!, e.Ul he illtr(lcltlUd to Ow, epoxy comcd mallhoic's. 2. The Contractor shall submit wriltcll (:011 e n llrrcrc by lilt nlanufaclurer.s ol'both the celller►litious repair material used t(► repair Ina111101es prior to epox}' coatilig and the epoxy coaling; that file two malcrials nee compatible with each other 161, the use intended under this contract. 3, The Contractor shall sllh►lllt cerllfled test dat:l (11 Clivi cerillp,, Chal'acteristics including; I.Icxural S(rcn;;th, Compressive Strcllg;ih, 'Tensile Strength, 13ondingy Capacity to celllcillltlolls nlalerl;lls, worklllt!, ;111(1 Stump, lllllc, and Chemical resistance to sewage. ,1, Whcn rccluestal, the Contractor shall suil►llit to the kliginecr sa11lple" of the 11la1crial that is proposed, 5, At the option of the hig%incer, the ('ontracklr shat1 d011011slrat(: propascd materials on a sanllllc area that is representative of a johsitc application. When approved, the sample .u'ea shall serve as an acceptance lilr all Future work, 1.5 QUALITY ASSURANC'I ' A. The Contractor shall initiate and cnlorce duality control procedures in accordance with applicable AS'I'N1, NAC H, SSPC standards, the Filginecr's reconuuc11datioils and the nla11ufilclurcr's instruct lolls. 13. All epoxy coating systems shall he tested by certified "Testing; I,ahoratories ill accordance: with applicable. ASTNI testing, methods 1111- the lluulrllucltlrc►''s product. At a mininlunl, testing of the material Shall include flexural Strength, Compressive Strength, 'tensile Stren,91h, Bonding; Capacity to cementitious materials, Working; and Setting t1111C, and Chemical resistance to sewage. 1 .6 L)1?L.IVU710', STORAGP', AND I IANi)L IN(i A. Materials shall he kept dry, protected Crolll wcalhcr and stored under cover. 13. Protective coaling nlalcrials shall be stored between 501' and ()0"V, 1'hc C'ontraclor shall not store the materials near Manic, heat or strong,oxid;snis. C. Protective coating m;llcrials shall he handled according; Ili their Material Safety Data 1 .7 WA RRAN'1'Y A. The C'onlractor shall warrant all work against (10ects in Imperials and workmanship for a period ol'cl11c ( I ) year, unless otherwise notc(I, from the clap of 1111,1 acceptance of the 05X59100 02774-3 LT 0 X Y COATINGS RO 12/12/03 I OR MANHOLES BASIN 3 SANITARY Sf?V1VR SYSTFM RFIlABlI.I'I'A'1'I()N CIT), O .I1?1'11,1:1ZSON, MISSOI HO project. The contractor shall, withirl a rea;-ollahle, time altcr receipt of' writicn notice ther'cof, repair dciccls in materials or workmanship which Illay develop during said one ( I ) year period, and any dan111ge to othcr work causal by sllch delicls or the repairing oI,same, 111 I,is exile nsc and without cost to the I1CV. PART 2) - 11RO )UC TS' 2.1 EPDXY COATING SYSTI"Nl A. The epoxy coatin), gystvin shall he designed (or \ertical high huiid applications on precast concrete, cast-in•place concrete or brick structures. The systcnl shall he Specifically designed to he applied on a dry or (hill) surlilcc by either spray or trowel. B. The epoxy coating systcnl shall he designed For underwater applications and have a live_ Year history of suc ccSS1,ul application ill the wastewater industry. The epoxy coi►tinf, Shall yield a hard, durable chemical resistant and Illoistlll-e tolerallt Cooling. C. '['Ile color s111111 Ile light enough so that manholes cml be properly inspected. D. Material coated with the epoxy shall have I)assccl the: LOS AllgeleS ('aunty Sanitation District's Coating Evaluation Study. The nu►nulacturcr shall suhlillt prool,of testing by a bonded third party testing company and success to the I?llg,inecr. E. The epoxy coating system shall have 100'x) solids content by volume. F. The epoxy coating system shall meet the Collowing; 1711IlUlllllll cng;inccring characteristics. 1 . Compressive strength: 6,500 psi 2. 'Tensile strength: 2,500 psi 3. Flexural strength: 4,500 psi 4. Bonding strength: concrete failure 5. Chemical Resistanc_,: municipal wastewater condition,; 6. Working Time (at M (leg. F). 50 minutes 7. initial Setting,Time (at 70 (leg. F): S horns 8. "Thickness ofapplication: I'cl' manufacturer's rcconlrllclidati011 2.2 PRODUCT MAN UFAC"I'UR1`116 1 A. All epoxy coating systcnl material used ill Ilse coating, of existing nulllholes shall he 11'0111 11101 S11111e tIM111.11aeturcr as talc cell lentltlolls material Used to repair file existing manholes, or approved by the ccrllentitious liner material rllarlufacturcr to assure compatibility of'various components. 13. The acceptahlc epoxy coating, Sysk'nl product Illallulacturvi'S arc: C5X59100 02774-4 F1)0XY C'0ATINGS R0 -- 12/12/03 FOR MANI 1OLF'S BASIN 3 SANI'I'AIZ)' SI{WI?It ;YS'I'i:ti,1 1WHAltlITFATION CITY () .1111;1"IZSON, M ISSOI I I I . Sallereiscn, I'ittsburft.h, PA 2. Warren Environnlciltal Systems, Cillvrr, MY\ a. Raven lining Systems. Tulsa, OK 4. -ill, ast. .lohnston, IA 5. Or F(Illal fIA10' - I?XI'(.'( ITION 3.1 I'Itl? AI'I'IJ( ';1'l'ION INSI'!'CTION A. The Contractor 11110► to cotllnlcncinp; inspcctioll shall take appropriale health and salcty actions. 'File health arid salcty actions shall comply with local, state and federal rcgtllatiolts. The Contractor shall submit a written copy elf a salcty plan that the Contractor will Ilse in Conducting work Ilucicl• this contract to the F;nt;inccr (or ill formational purposes. The subnlissiou of this salcty flan will not relieve the Contractor of' the responsibility for the salcty ohvork under the C'ontractor's control, B. All manholes to he coated with epoxy coating system shall he inspected by tilt ('011tl•actot• tier cicanilll; requirerllents prior to mobilizing for application of epoxy witting system. C. Standard Portland cement or IIC\V concrete (not Buick Setting Illgh 511'Cllglh CClllCllt) 111LISt be well cured prior to application of* the epoxy coating. Generally, 28 clays is adequate cure tulle fur Standard Portland. If earlier application is dcsire(I, compressive or tensile strength of'the Concrete can be ICSICd to deternlirlc ifacccptahlc cure has ocetlrrccl. 3.2 PRI I'ARA'I'ION OF SURFACC RECEIVING LTOXY COATING A. The Contractor shall remove existing Coatings prior to application of,tile new protective coating. 'I'hc Contractor is to maintain strict adherence to appropriate NAC'L and SSPC recommendations with regard to proper surface prcparation and compatibility with existing coatings. MB. The Contractor shall stop any leaks into tic manhole walls and perform compatible ccnlentitious repairs prior to allpliCItiolIl (4 the epoxy co;Itillg System. C'cI11ClltiliOLIs ' repairs shall he allowed to c1u•c is previously Specilled prior to epoxy coating. Tile ccrllentitious repairs shall produce a smooth SIlI ;ICe with an average profile equivalent to coarse sandpaper to optimally receive the coating. No hughole or honeycomb ' Surluccs shall rennin •tiff the application ol'111e repair mortar. C. Slll'I21Ce' preparsltion of Manhole shall consist of"I thorou+;h clealling to remove all loose material and surface'. Contaminants Ill accordance wllll tllc Contractor's stated rllethods in the required suhnlittal as approved by the I'll incer. C5X591OO 02774-.`, I?I'OXY COATINGS RO - 12/12/03 FOR MANI-lOLF'S BASIN 3 SANITARY SI?\VFR SYS'I'i,M R 1:11AIIII .ITA'I I()N CITY O .1 I':1'V1;RSON, N11SS( ►I I R I 1). Surfaces to irccciv(: the epoxy coating shall he cicancd and ;lhraded (o produce a sound C0IICIutu stlrtacc \\'ill) adcuu;►(c prolilu and porosity to provide a strong hand hCl%vCCII (lie pr'otcctiv(, coating and the snhs'll-m , Clc.'anillj� m,ly 1)l2 ,Irc'( n►l)lishe(.l by watrr hlasting or abrasive blastinI!. The nlinitllllm water hlaslillp I)r�,ssurc shall 1W 41,O(10 psi. Detergent walel. elealllllt.; and hot W,110' NOSIM,I,' lllily hC IICCI;Stial'y' to IVIIIM'C ollS, grease or other Imirocarbolt residues fi'onl the corlcrutc. 1Vhichcvcr methods u►'C used shall be pl•rli)r•nled in a manner that I)rovidcs a unili)rrll, sollnd cleull IlUlltl'ali%ell Sill- acc that is not cxccssivCly daluagt.d. C?, Surface prei) u•atiorl shall he perli)rnled no sowler than 24 hours before coaling of the manhole will the approved epoxy coatint; syst(:lll. 1". "file Contractor shall tcsl prelrucd surlaccs alter cleanilg, bn1 prior to application of the epoxy coatin, to deterrlline il• a specific pl I or Illoisttu'c content ol` the concrete is IC(Illil'Cd XCOrlhllg to IM1111llaC(111'Cl"S feCO111111clid,16011S. G. After cleaning and leaf; repair 1s perli)rnlccl, all surfaces shall he Inspected I61. 1'elllallling l,tlti.11lcc prior to coating application. Any evidence of remaining Contamination o►• laitancc shall be removed. 3.3 APPLICATION L.ICATION (:){ I,l OX1 SYS'fC:�i A. Application procedures shall conlorlll to the ruconln►endations of the protective coating mant►facttn-cr, including material handling, nixing, environmental controls during application, safety and Cyuiprncnt. B. The applicatorol-thc epoxy system Shall hC certified by the manufacturer. C. The optinlltl;l tcnlpernturc for harl(llillg, storing, and applying the coating shall he according to the mane fac;turer's instructions- 1). Care shall be taken to avoid application of tllc epoxy coming system to Sill- aces exposed to direct sunlight. E. The Contractor shall take care Ill 111111111117c pill llolllll; ol•the cpo\y coating system. F. The epoxy coatis:; system shall he applied according to the C'ontractor's suh►llittecl I)I'c1CCLILII'c. 3.4 TI-STING AND IN,SPF'CTION A. Dut'ing application of the epoxy coating system, a wet film gage meeting ASTiVi D4414 Shall he used to unsure a monolithic tinting 111d 1111itol'm thickness dul ing application. C;5X59100 02774-0 f"TOXY COATINGS R0 --- 12/12/03 FOR MANI IOi,f?S BASIN 3 SANITARY S��.NVI'R SYSTI'M R I I IA II11,ITA'I'I0N (TIN OV .11T1-1?RSON, M ISS(WR I 13. Allcr (Ile elwxy coating, System has initially Cured, the ('olllraCtor, Willi the Fnl',inecr prescnt, shall measure file Ct)rcd thicknCSS front a :;l)ceinlc►1 rclricved by the Contractor The specinlcn can he )mete by physically cuttilw throul"l) the cpoxy Coating system surfilce by drilling, car c.orinl,. I . tillit,lhlc non-destructive Iypc ol, thickness mc;isurumvi is may he used in lice ol` physically Cutting the epoxy Coalin,', system Whell approval by the 1?nk;inc.er. :�. Any area fi)und by the I?)lrillccr to not have the required thickness shall have additional epoxy Coali►1L; placed ovcl• the area in order to build ul) the thicl•;nc:ss Io the ,lpprovCd thickness. Adclilional surfi►cc preparation r".'(luired bctween Coats outside of rccoat window shall he nl,ldC in aceordMICC with the Inal�uf�ICturer's reeO111111el ldations. C. Measurement ofadhesion inlCl,rity oI'lhc cpuxV chilli; systcnl to the suhsfratc shall he made at Wgill►lr intc►•vals and ,110114, diflcrent sections of the 1nor1hol(: ill aCCOrclancc with ASTIM 1)4541. I . Any area detected to have inadeclualc adhesion shall he eval►latcd by the II'll into and May include re(luircnlcrlls by the ('oniractor to clincluct additional Ieslinl, in the area. 2. The ('ontractor at no additional cost to the (hyper shall repair any ;.lrea detcCled to have inacic(luatc adhesion. I). All lined surlaccs s11a11 be tested will] high voltapc holiday detection equipment ill accordance with AS'fhl D4787. An induced holiday shall he made onto the lined concrete surface and shall serve ti) detcrrllilIC the Ill iHi Ill ulu-nlaxirnu111 voltaic to be used to test the system Ic1r holidays at that particular area. The shark tester shall he set initially at 100 volts per I nlil of film thickness applied, but may he adjusted as necessary to detect the, induced holiday. All cictcctccl holidays shall he marked and repaircd by abrading the lined surfircc with grit disk paper or other haled tooling incillod. Aner abrading and cicalling, additional system Illatcrial can be hand applied to the repair area. All touch-up repair procc(lures shall follow the monolithic surfacing; system ® nlanulilcturcr's I•ccluirc)llcnls. i I . A final visual inspection by the Contractor in the prescnc;e ul" the I rlginecr shall he made. Any deficiencies, including; pinholes, Cracks, sil^nifican( sagging, or other defects shall he repaired by file (.'ontraclor. 1.'. Alien the epoxy Coating syste►n has been placed, il!sl)cctc(l, and approved by the ' I:11L(illcel•, fl](: manhole shall he pl�.1ccd hack in soviet'. I lo\vcvcr, ill no case stall flow he rclnlroducccl hack into the Iuanholes without written Concurrence by the manufacturer of the epoxy coating" system that the epoxy Coating; sv!;tcll•I has cured ' sui'iicicntly to allow How to he reintroduced. 1? BASIN 3 SANITARY SIMPR SYSTFNI RVIfAIM,I 1 A'1'ION CITY OF JPI FI?RSON, MISSOI IRI SECTION 02700 SI-AVER I TOW CONTROL PART I - (il?NI RAI, 1 .1 RFL.A' F'D DOCI INIFIN'I'S A. Drawings and gencral provisions of Illy Contract, including (iencrll and Su1plementary Conditions and Division I Specification Sections, :11)1)1} to this Section, 1 .2 St1MMARY A. Section includes; Sewer Ilow control measur;s includinu, p1tioging or blocking of sewers and hypass punlpilig, 1.1. The Contractor shall lll'llkl all 111,1141'1,115, Jabot', Cllllll)lllCllt, I)tlWel', mailllcnallec, cic, to accomplish sewer flow control suitable Ibl- ouch rchslbillUltioll 1110110(l. C. The Contractor shall p(n.1, 1.111 sewer flow control whcllevcl' it is needed for a rehabilitation method to he utilized. 1). The Contractor shall be responsible (i)r the dcsign, installation, and operation of ally temporary p11nlping system and flow control measures, The hypass system shall meet the requirements of all cocks and regulatory agencies having jurisdiction and be certified by a Professional FAigincer registered in the State of'Nlissouri. I3. All equipment lend controls installed in manholes, wet wells, or all y location noted as a "1111/,al'dolls location" shall be Suitable lop' ilistaII'lli :111 ill it lla'L,(IYlolls location. 1.3 SYS`fl?M I)I:S(:'1t11)1'ION A. Design Requirements I. Provide hYpass pumping systcnl5 with firm capacity 10 1)111111) the clICLlI lied I)il)e flowing full Ior each pipe reach. Provide 111 pipeline plugs, I)uull)s of adequate size to handle leak flow, and temporary discharge piping to ensure that the total flow of, the 111,1111 Call he salcly diverted around the section to he repaired. The bypass plimpilig system will be rc(Illired to he operated 24 hours I)er day during rehabilitation operations. 2. Provide adequate: standby ccllliprllcllt available and ready fur immediate operation and llse 111 the event of all emergency or breakdown. (')Ile standby pulllp fol. each size pt11111) utilized shall he Installed at fill' mainline flow hypassillm locations, ready (ol' use in the event ofprinlal'y 1111111 fllillll-e, 3. The bypass pumping s,ystcnl shall he Capable ol' bypassing the Ilow around the w( 1'k area as neecssar), Iol' sallslilc' ory performances of work, C:5159 1O0 02790-1 SL` VI R FLOW CONTROL RO -- 12/12/03 13ASIN 3 SANI'T'ARY SIt%VI:R SYSTIA,I RI,"I IAII11,I •A•I I()N CITY O .1HI1 RSON. NIISSOI IRI 13. It is c'ssellfial to file o1)crafion „t' the cxislillt, Sc"'el"We Sysicn) ►hat there he no interruption 111 the flow ol' sewavC the d;1rallon of the 1)rojC t. TO this end, provide, maintain ,lull operate ,111 turtll)orary I'aeililies such as c10111S, 1)lults, 1)untl)ilig equipment (both primary -.md back-u1) units Ms re(luirccl), Conduils. ,III nc'cess,u'a Dower, and all other k1hot' and equipment �Iecessary t,1 intcl,CCIA the sewage 11ow bel'01•e it ' reaches the point where it would interli re wilh the \%ovk, c,n,r5' it h,Ist the work and I'011111 it to the existirlt; SCWCr (1ownsfrc;nn ol'thc V,01k C. Provide all necessary 111CMIS to S;Ilely c011rcy the sew;lt;e I)ast the work arecl, DO not stol) 01• in11)edc the 111M611 flows under ally c ireulustance� 1). Maintain sc\cm Ilow around the work ;trco in a monficr Oult will not cause s1u•ehMrring ol, sewers, damage to scwcrs and that will !)ruled I)Ilhlic ;Inc{ 1)1'01nr1y I'roI)I dan1111;c ;111(1 1100di11s,. 1.. Protect water resmil,ces, wV11,11)(IS and other 11,11111';11 1'CsOUIVUS. 1'. fluid Character Provide pull11)111g units lo I)IIIl1I) raw seV"agc.'. 1.4 SUBMITTALS A. Data 1. Pun11) 11CIT)mlMnce cur\'cs. Draw curves for tllc spcciGed conditions. Include head, brake horsepower, cl'116CIICy Mill rceluired NPSf 1, all plotted as M liu>ction of'ca1)acity, from Zero to nlaxinlum Capacity. 2. Calculations of'static. IiR. Friction losses, and Ilc)w vclucily. 3. Submit a s1)ccilic, detailed dcscril)tio11 of the proposed plin11)ilig systc ill and flow Control system. 4. Submit operating descriptions, component descriptions, Control schematics, electrical connection diagrams and gencral arrimuemenl drawings lbr Control cd(li1)nlenl. B. Shot) Drawings I. Submit detailed 1)1arls and descriptions oullining all provisions and precautimis to he taken reg"ll-ding the handling; of existing; v"astewatcr flows. The plan shall include schedul(.!s, locu(ions, elevations, ca1)acitie!; 0I'e(11111)111C11t, nultC1'ials a11d all other i11cidc1)1,l{ itCHIS nccess,u'y Mncl/or re(jllircd to insure 1)1-o1)er protection of the lilcilitics, inelullintr, proleclion of the acccss and hv1)ass primping, locations from 1 damat+,r,: dn1: to the dischart+,e IloW s, ;end ro1n1)li;ulc:e with thc: requirements and all permit conditions. 2. TIIL 1)1,111 sh,111 include but not he limited 10 cletails o1'thc li,l{owing;: a, slag ilig al :as (ol' 1)111111)S; b. Scwcl' 1)lug;l;ing, method and tyl)es o1.pluv;s; C. Number, siv.c, material, localiorl and Illelllod c11, installation c)I' suction C5X5g)100 0-11790-2 NF\I'FR H.CM/ CONI•IZO I, Ito -- 12/12/03 BASIN a SANI'T'ARY SIMI'R SYS'I'I'M R111Alill.fl'A'I'ION C fY OV .11 ITFIZSON, M ISSOl IR I d. Numhcr, slit, material, method of installation alld location of inst,lll,ltion of discharge pipin 1,; C. Bypass pump sires, capacity, numher ol, e„Ch sire to he on silt and motor powc"r or fuel requircrllunls: I. St:llidby power f,clicratol• size. location, �y. I)owlistl•Calll lhscharl!C phill, 11. Method of prolecling discharge In,ulhole” or structure."; I'rclnl erosion arld danulge; i. 'Thrust .Intl resirailll block sizes 'Ind locations; j, Sections showilig suction mid diskh,u-4 e. pipe depth, cinbcdolcm, select fill and :;peri,l) hacklill: k, Method of noise control till. each ptnup and/or generator; I. Any temporary Ilillc supports and anchoring required; In. Design plans and computalloll (il1, access to bypass pulnpin locations indicated on the Drawings-, n. Calclllaliorl:; loo- sCICCtion (d'bypass plullpilig si;•.e; �y o. Schedule fi►l. installation ol',uld nlain(cllance ol'hypass pumping lines; ® P. flan indicated selection location ol'bypass pumping line locations. PART 2 - 11P,01 A JC TS 2.1 I;QUIP141I;NT A. All pumps used shall he centrifugal erld suction, fully :.lutonl,AOC sc(f-priming units th,lt do not require the list of Idol-valvcs or v,lcuuln plunps ill the priming system. The pumps may he electric or diesel powered. All pumps used rrlust he C011SI acted to allow ch-y running lily loin; periods of time to accommodate, the cyclical nature of iniluc lit (� flows. The plurlps shall not he hydraulic suhnlcrsihlc tyllc. ® 13. Provide the necessary slop/start controls liar each pillup. (:'. Provide and maintain onsilc, one stand-by pump ol,cach sirs. Backup pumps shall he online, isolated front the primary sy,;lcm by a valve. D. Discharge piping: In order to prevellt the ac:eidental spillage of flows, all discharge systems shall be temporarily constructed of rigid tripe with positive, restrained ,joints. l.Jildcr no circumstances will ;►lurninunl "Irrip"Itiotl" type pipirlj; ot• glued PVC pipe he allowed. Discharge hose will only he .IHOWed in short sections and by specific perlrlission fi.om the I.:ngincer, Provide piping nlullerials 01's11,el pipe, ductile iron pipe, or' fused, high density polyethylene pipe. (-'5X50100 02790-3 Sl"W R f'f.(: W C(.)N'I'RM, RO 12/12/03 r BASIN 3 SANITARY SF\VVR SYS I'l,"Ni RH IAI;III I A I I( ,N CITY (tl .II .I I ►.R;;ON. MISS( WRI I) NfAN( 1FAC I't Ihl,, 6 A. Acceptable manul;lclurcrs arc lisled Olhcl' Immil kict III cls ol'ecl III valcnl proclucls tllaV I1C S1111Illllled, f . ( iodwin Punlps of Arllerica, Inc•. 2. Rain fir kcnt PART 3 - I;Xl:('t I ION 3.1 P1ZIiCAIITIONS A. The Contractor shall be respoll"'ihlc I'M. luc;ttiliv, ;uly c.\isIIln? utililirs ill the area selecled I61. installing the hypass pipclinrs. l.(tralC bN'lulSS I111lelincs (o IllllllllllZC 311 distulhance to existing; Utilities and ohlaill approval ol•Ihc pillc.HIR' IM ;IIIOIIS lronl the I�iginver. All casts assoeiatecl with reloc;l(ingr, u(ililic"; Mid nbl;JnlIw all approvals shall hc: included in the Contract Price. 13. During all bypass lluniping operation, prolccl the pullipiny station alld lorce main and all local ;C\Vcl. lines fi'onl (101110"C. hL' resporsihlc• lily ail physical (Immige to the pumping station and lilrce main ;uni all 101.:;ll lirlct;. 3.2 1NSTAL1,ATi0N ALAI) RIM)VAI A. Remove manhole sections or makr conrlccII011 ; lu (hr rxislinl suwer and construct temporary hypass pinupilig structures 0111V at 11W 1CCL-SS foe;tiun indicatccl on the drawings and as may he required to provide adc•(luatc suction corlcluit. 13, Plugging or blocking ol• scwagc (lows shall incorporalc ;i priuuuy and sccond,Iry plugging device. Whcn ph.lg;ging, or blockliw i ; no lom car needed lily perlilrnlance and acceptallce of work, It is to be I'elllo\'ed III a Illallllc'r Ihat pellllll'; Ilse flow to slO\Vly rcltuN 1 (o normal without surer, to prcVCnl snrcllarI"1111!, or cnusinp oll►cr nlaIm. distill'hances, dowllsll'raill. C. When working inside manholes ur in the llrc a ln.e 01• sewer t,;lses, roulhustihlc (K oxygen-delicienl ;tntosphcres, and �-onhllcd spaces, cAercisc c•autiorl and comply with OSIIA recluircmun(s. l). The installation ol•Ihc bypass pipelines is llrohihilcd in all sallln;usll;��ell;uld nrcas, 'I he pipeline must he located off streets and sidcwalks and on the sholllcler of the roads. Whcn the hypass pipeline crosses focal ';1P,etS and llrivale dri\(ways, pl;lcc the hypass ' pipclincs in trenches and cro\rr with Iculllorary lr,lvc:ucnl. 11llon conlplc(inn ol• the bypass 1)111111)1111, operations. ;111(1 118(1. Ills rrc•cil)t of Wrlttcn prrlUission front the FI)_girleer, rerlmvc; all the 1)1111111;, rcr,torc all Ilrc pril.v to llrc coUSlruclion condition ;Ind C5X59100 SI"Wl It 1,1 OW ( 'ONTIZOI. RO- 1211210.3 13ASiIN 3 SANITARY Si:WI-'R SYS'I FAI Itl?IiAII11 ,ITA`I'IUN <'I'I'1' C)I� ,Ilil'I'I�ItSON, �tltiti011(ZI restore; all paven►cnt. The Contractor shall be responsible for obtaining; any approvals for placement of'the temporary pipeline within public ways Crom the city. 3.3 VII,LA) QUALITY CONTROL. ANi) MAINTI-NANC{ A. 'Testing: Perlorm Ic,►kag;c and pressure tests o(' dic hypass pumping discharge piping using cic,u► welter prior to actual operation. Providc 24 hours notice to the Etig;ineer prior to Icsting, B.. Inspection: Contractor shaii he responsible for cnsurir►s; that thc system is working; correctly at 111 ti►ncs. C, Maintcnanc..c Service: Insure that the temporary pun►ping; system is properly n►aintainc(l and a responsihlc operator is on hand at ,►II times when pumps are operating;. 1.). 1?xtra Materials: 1. Sparc harts Ior humps and piping shall he kept onsitc as required. 2 Adequate hoisling equipment Cor cash pump a►►d accessories shall be rr►aintained or►site. 3. L,I 3 'I' ' � A.I. ILI 1 A. 'Thc Contractor shall he responsible 161, dan►agcs to private or public property that may result From sewer Control operations. END OF SL:C"TION 02790 CS X59100 S1:11rFR VI C'C)NTIMI, R0 .. 12/12/03 MAI BASIN 3 SANITARY SE,"I 14 SYSTFM 10-111Al311.1 FATION CI'T'Y 0F .lF..Fl;FRSO N, MISSOtIR SL:CT'ION 020.50 PAVI''MI?NT RII,P LACE-IM I:NT PART I - Gl"NERAL 1.1 RFL.A'T'lil:) DOCUMENTS A. Drawings and general provisions ol'tile Contract, including, Gencral and Supplementary Conditions and Division I Specification Sections, apply to this Section. 1.2 SUN4NIARY A. This Section covers the Furnishing of all labor, equipment, tools and nultcrials, and the 1 licrformance. all work For the replaccnlcrlt elf, pavement including roadways, parking lots, sidewalks, llri\'Cways, allel Curbing. B. PaVClnetlt, as used hel•Cill, shall include Por'lland CCIllcnt ('on( retc (N.1"C), asphaltic concrete, asphaltic and link or cell)erlt treated surlhcc course(l, and other similar t,,I)Cs of construction, including roadways, parking lots, sidewalks, driveways, and curbing. Replacement, as used herein, shall mean reconstruction of, the entire structural section of all pavements removed Ill cxcavatcd al-cas and reconstructloll of restoration of damaged pavement surf3lces outside; of'excavation limits. C. In all areas of p;lvCnlcnt rc;nloval rcplacc p;lvcrl)cnt upon con1111COorl of scwcr iw;tallation and repair. All paverllcnl not designated for removal that is damaged by tale Contractor's operations shall he required, restored or replaced depending upon the d(I-grec of-oanlage. D. Related Sections: The fallowini; Sections cclntairl rcelim-cnlcnts that relate to this Section: 1. Appendix A- Technical Strect Specifications by the City Missouri 2. Section 02220 Lxcavation, Backfilling, and Compaction 1.3 SUBMIT'T'ALS A. Product Data for products and materials. Include techrlic;ll data and testCd phy:;ic;ll ;old perfarrn;ulce properties. B. Material Certificates signed by material producer and Contraclar, cerfifying that erlch nlatcrial Item complies will) or exceeds specified requircmwlts. C. Material "Pest Reports: l or each {laving material (:'5X50100 U21):5)0-I PA\/1'Ml,.'N"I' ItliPI,AC'1 Mf?N'I' R0-12/12/03 BASIN 3 ,SANITARY SF.WFIt SYS'I FM R I!IIA1311,1'I'A'1'ION CITY OF .II?1`11I;RSON, MISSO!, I R I 1). Oesigll 111kc s lilr concrelc nlix. Includc revised mix proportions when c1;I1•acleristics ol` Illatcl-ills, 1)1'oject Conditions, wc;Itllcr, test reslills, or other C11'Cllmstallce;; \varrant adjustincrtts. 1.4 QUALITY ASS[ )RANCE A. Concrete Standards: Comply will) Apperidix A- 'I'cchrlic;ll Strcct Spccilicatiorls Il,y Ill City ol'.ICflcrson, IN'lissollri. PART 2 - I I R 0 D ►( "I'S 2.1 PAV I'M I?NT RI'I'l,At' ;NI1:NT A. (_ieneral: Removed pavenlent shall be rep)Iacccl in Colllilrnlance. with (lie gmieral nolws and typical scoions shown on 111c Contract 1)rawiligs and tilt "Technical Strecl Spccillcations by the C'ily of' Jel'k.�rson, Missouri provided as Appendix A and will gencrally hC replaced ill hind. B. Izul)lacclncnl shail include Conslrllchon ol'all courses upon the suligrade. PART 3 - l;Xf?C JTf()!J 3.1 1)AVI',MI: N'T Rl.`Pl,A(Ti'vIFNT A. General: Removed paverllcnt shall he replaced in Conl61-111,111ce with the general note."; ulld typical sections shown oil the Contract I)rawilit's and the Technical Street Specifications by the City of Jefferson, Missouri provided as Appendix A and will generally be replaced in hind, 13. Replacement shall include Construction of all courses upon the subgrade 1,61- a Complete havculcnt structural se(tioll. C. Rcsloralion of clalnaged ';urlilces skill be is directed by the 1".11);irleel. 1). Final pavement joints must be l);ufallcl M' 11Crl)Clldicula1* to the street c*eutcrlinc. }a. �;Illvradc Compaction shall eolliililn to Section 1)2221) Fxcavntion, Racklilling, and Compaction, FND OF SL:(:'"I'IC)N 02950 C5M59100 02950-2 I'AVI?(vIL:NT 1011I.ACI:MEN'T RO-12/1 2/03 i r r r 1 r r APPENDIX A TECHNICAL STR[ ET SPEC:'[I�IC~ATIONS BY `CI-If? CITY Oli ,IEEFI�ERSON 1 r r r r r r TECHNICAL S'l'REE'1' SI'LCII ICn'I'IONS TABLE OF CONT NTS Section 1.0 Clearing, Grubbing and Rcnloval I 2.0 Earthwork 3 3.0 Cleanup 12 4.0 Pipe Sewer Construction 12 5.0 Drainage Structures 19. 6.0 Concrete 26 7.0 Asphaltic Concrete :14 8.0 Portland Cement Concrete Pavement 38 9.0 Lawn Repair and Secding 41 10.0 Reinforced Concrete Double Box Culverts 11111 RClainiIIg Walls 43 11.0 Crushed Stone Driveways 46 12.0 Rip Rap 46 13.0 Rock Excavation 47 14.0 Sanitary Sewer Adjustments 48 15.0 Underdrain 50 16.0 Pavement Marking 51 17.0 Omitted 53 18.0 Traffic Signals 54 19.0 Omitted 61 20.0 Fencing (i 1 21.0 Certificates of Compliance 62 22.0 Schedule of Work 64 23.0 Maintenance of Traffic and Access 65 24.0 Temporary Surfacing 66 25.0 Dust Control 66 26.0 Property Corners and Monumentation 60 r27.0 Cleanup 67 28.0 Traffic Signs, Stop Signs, and Street Signs 67 29.0 Downspout Drains 67 30.0 Subsidiary Items 67 OCTOBER, 2000 TRAINICAL. S'I'lZ 1.'17'1' S I I FUI F1 CATI()N S .......... TS-l. CLEARING, GRUBBING AND Rl"MOVAL TS.-1 .1 Cicaringand Gruhhint,, TS-1.1.1 ScoLi This work shall consist or clearing, grubbing, I-CHIOVillU, and disposing Of q: I vegetation within the C0115ti-LICti011 limits. TS-1 .1.2 C011,Sti-LICti011 Requirements: The E'llgiliccr will establish the construction limits and will designate all trees, shrubs, vegetation Within the COIlStl-LICti011 limits shall be removed and properly disposed of Stumps and roots in cut area shall begrubbed to adcpth of not less diantwelve (12) inches below the finished earth grade. Grubbing of Osage orange or IOCLIst hedge shall include removal of roots. In embankment areas, undisturbed StLII)lpS and roots extending not more than six (6) inches above the ground line may remain, provided they are a minimum orthi-ce(3) I'cct below the finished earth grade or the slope of the embankment. Except in areas to be excavated, StLI111P holes shall be backfillcd with suitable material and compacted to the approximate (1cilsity of the adjacent area. When burning is permissible under controlling air 110111.10011 regulations, all bUrning, of products of clearing and grubbing shall be done LIIldCI- the care of a competent watchman at such times and in such manner that neither vegetation oil adjacent property nor that designated to remain on the right-of-way will be jcopardizecl. 'File burial of stumps and debris Nvill not be permitted oil the right-of-way. Products of clearing grubbing may be removed from the right-of-way and disposed Of out of sight from the roadway provided all acceptable written agreement with the property owner oil whose property the products are placed is submitted by the contractor. The contractor shall scalp all areas where excavation or embankment is to be made, except that mowed,bLImcd over sod need not be removed where the embankment to be constructed is 4 feet or more in height. Scalping shall include the removal of material such as sod, grass, residue of agricultural corps, sawdust, and decayed vegetable matter from the surface of the ground without removing more earth than is necessary. The products of scalping shall be disposed of away From the site of the work unless permission is granted by the Engineer to allow SLICII disposal on the right-of-way. All SLIC11 diSpOS,11 SlI.M1 be at the contractor=s sole expense. TS-1.1.3 Measurement and Payment: No measurement will be made of clearing and grubbing. Payment for clearing and grubbing will be at the 1111111) SLIM price bid. TS-1 .2 REMOVALS TS_1.4. Scoff: This work shall consist 01' rcnlovil)g all drainagC struCtln'cs, lMVCmcnts, surfacing, and hose courses of all ty7)cs, curl), curb and gutter, sidewalks and 11011SC walks,steps, retaining walls, Imindation w;Il ls,catch basins,manholes, dralnagC illld sewer pipes, water lend gas plain Ilil)cs,WIWI-Ob1CCtS C11'StRICtlll'CS and other CXisting improvements which conflict with tale work and arc not designated to remain ill ® place. No listing of items to be removed will be made. !� TS-1.2.2 Construction Itc(guirCi»_CWS: Old 1)avcnlCnts, abandoned sewers or pipe lines, or other obstructions to the construction of the roadway or within the Ii ill its ofthc right- the Contractor away from the site of the work. ' a V � C 1 'h curb and gutter, gutters sidewalk and other similar Ill 1'Wll( V111� pa Clll 111, Cl 1 C I 1 f, tt , !, sidewalk, i fill)rovcnl elf ts,and whcic a portion of such lrllprove'lllcnts are to he left in place,they shall be removed to an existing joint or to a joint sawed to a mill►Illum depth of orlc inch with a true HIIC and Vertical fi1CC. Sufficient rCllloval shall be made to provide for proper grade arld Connections ill the new work regardless of any limits which may he indicated on the plans, All sewers, drainage pipes and floor chains which have been or arc to be abandoned shall be permanently scaled at the ends with bulkheads constructed of concrete or brick masonry, having a niinimmil thickness of b inches. 'rile use of salvaged brick will be permitted far Coll strutting hulkheads provided the brick are clean and sound. No direct payment will be male ll)r blocking abandoned sewers, drainagc pipes, or floor drains. Broken concrete, paving material, bricks or rubble may be placed in roadway embankment provided they are well spread, completely surrounded by dirt and are not located within twelve inches ofthe finished suhgrade,shoulderorground surface. TS-1.2.3 Measurement: The work provided I1erein will not be measured for payment,but will be considered ,I lump suns unit. This shall include the removal of all items, whether in view or hidden underneath the surface of the grolmd, regardless ofwhethershown Oil the plans or C11C011iltel•Cd dtlrillg CollStrllCti011. 'I'S-1.2.4 Pavillent: 'file accepted removal of improvements will he paid for at the contract 1111111) suns hid price. i'S-2 I nRTII1V0RN: 'i'S••2.1 ScOly This Work shall include all labor, material, equipment and services necessary to complete all carthwork as shown on the plans and specified herein including; roadway excavation, Clllbank1 em. stibgrade preparation and flllish grading. TS-2.2 Eat tim ork for RoaLl�� 13: TS-2.2.1 The term, Roadway, as used in this Scction. is dCfincd aS including roadways, roadway intclsections, sidewalks, shoulders, cut and fill slopes, driveways, parking areas and all other areas of carthwork except excavation and back1ill for pipe tl-CllCllCS and structures. TS-2.2.2 Missouri 1-1igllway Specifications Scction 203 shall govern all earthwork fur roadway except that the provisions filr measurement and payment therein shall not apply and except aS nlodilied in the f01'111 of additions, deletions and substitutions ill this Article. Where any part ofsaid Section of the Missouri f lighway Specifications is so modified, the unaltered provisions sh<111 remain in Cffcct. TS-2.2.3 Compaction Shall contorrll to Missouri I lighway SpCCitications Scction 203.3. The Iirst paragraph of Scction 203.3.1 shall be changed to read as follows: Compaction to at least 90 pcl•ecnt of nlaxinlurll density, as determined bystandard Compaction Test, will be required in the following areas: TS-2.2.4 Disposal: Unsuitable excavated Il'latCl'Ial shall ilot be II:;Cd In tllc embankments aild shall not be disposed of oil right-Of-way. Disposal shall be the sole responsibility and at the sole expense of the contractor. Unsuitable and excess excavated material may be disposed of On private property adjacent to the right-of-way, provided written r permission of the property Owner is obtained and provided the sul-lace is properly s! Finished and (trained. In such Cases, seeding, sodding, and other pay quantities shall not be increased thereby. TS-2.2.5 Ditch Clcanout: Special care shall be taken to clean out all debris and organic illatter front existing roadway ditches to be filled. The ditches shall he carefully backfilled in accordance with the reLlUIrements licrein, using trench rollers or hand-operated power compactors as may be needed to aSSIII-C proper' COrllpaCti011 throllgl1011t. 1 TS-2.2.6 Undergradin in Rock Cut: In rock Cut areas excavation sllall be carried to twelve (12) inches below subgrade to a mininiun1 distance of two (2) feet behind back Of curb. f3ackliiling ol'uridergradcd cut areas sllall be with a draiii tblc material with top SUrflace choked with fines for proper subgrade preparation. Whenever possible, this material sllall he from prOlCct excavation. Where alltI101'lzed an open-graded drainable crushed 11I11C5tOl1C shall be bl-OUffY111 in. Undrained pockets shall not be left in the surlace of the rock. TS-2.2.7 Sub-gradc Stabilization: Pockets of unsuitable carth may be encountered in cut areas where it will be impracticable to replace with suitable materials from excavation Oil the work site. In such cases, where: authorized by the Engineer, the contractor shall Furnish and place crushed stone base as I-Cquil-W to provide a stable sub-grade. Crushed stone base in accordance with rcquircinents of Article TS-11 . Where necessary, a portion of the Stone base shall he mixed with existing earth to provide i MMMMI subgrade stahiIity, and th,il porti()I I ol'lhUs ton(.!hasc material Shall be delivcrcd to the project in as dry as possible condition. TS-2.2.8 Additional_Rase_Thickness: Where, in the opinion of'the I?ngincer, Conditions are Such that it is impracticable to obtain sub-grade satisfactory fir the design pavement thickness, the contractor may be directed to finish the sub-gracic at. lower than Specified elevation and increase the thickness ofasplialtic concrete base. TS-2.2.9 The provisions of paragraphs TS-2.2.1 and 8 shall not be construed to relieve the ® contractor oI'llis resposibi lily lilr any necessary aeration and compaction of suitable i� earth at sub-gracic Icvcl. IS-2.2.10 PrOICCtiOII Oi'Sub••(ir',ldC The contractor shall protrCt the subgrade by not allowing delivery vehicles of excess weight thereon and by varying the path of delivery vehicles So aS to nOt cause exc:CSSive rrtti ng. Heaving or rutting cl iillage to sub-grade caused by delivery vehicles during asphalt paving operations shall be immediately repaired and brought back to specifml elevation prior to placing asphaltic concrete base or portland cenncnt concrete pavcnient. TS-2.2.1 1 Topsoil: The top four (4) inches ofbackfill behind Curbs shall be top soil, free from rocks, gravel, and any undesirable materials and shall be material Suitable to establish a seed bed. This material may be either top soil available within the limits of the project or it may be top soil furnished by the contractor. No direct payment will be made for SliCll tOpSOil, but shall be included in the lump suns price for grading and excavation. TS-2.2.12 Area Drainage: All earth areas within and adjacent to the grading limits as shown on the Plans shall be graded to drain as directed by the Engineer, at one (1) percent minimum slope wherever possible. Special care shall be taken to avoid leaving low areas or water pockets. No direct payment will be made for such grading except that measurement for payment of Proposal itenis will be made. fS-2.2.13 Sub-Grade Tolerance: except as otherwise specified in paragraph TS-2.2.7, the sub- grade for all paving and surfacing shall be within the tolerance range of minus one- half(2) inch to plus one-quarter(3) inch with respect to specified elevation. TS-2.2.14 Borrow Material: 1. Ifborrow material is required, the contractor shall supply this material from a borrow area off the site. 'I'llc borrow area shall be obtained by the contractor at his sole expense;. Borrow materials shall be approved by the Engineer before they are transported to the site ol'the Project. 2.. Materials Shall be similar to soils found Oil the Protect. Soils showing high swell potentials will not he approved. 3. The Engineer's Earthwork Calculations are shown on the plans for the convenience of the Bidder. TS-2.2.15 Excess Material: AIi suitahle excess material from excavation become theproperlyof the City',)r.1cffersoll and will be Stock pile(I on site at the (Iirectioil of the Engineer. '[S-2.3 :1'rcnchin>;, I_nlhc(Inlci>t_and Mickf ll Im- Pipe: TS-2.3.1 _fcellch_EXCaVat1011 111d ShCCting: 1, E`xcavatc in 01M) C(It except Wi1C1'C haring,jacking or tunneling is spccif ic(I, 'french walls shall be vertical in streets or improved areas unless otherwise authorized by the I::ngincer. Provide bracing, sheeting and cribbing where necessary to prevent (saving. 2. All sheeting shall be pulled immediately prior to backlilling around the sheeting. However, the Hilgincer play direct al I or a portion of the sheeting to be left in place in order to protect the pipe against shock load of caving batiks, or to protect adjacent street oi- property, or to prevent material that cannot be compacted to specified density from caving into the trench. 3. Where sheeting is left in place, do not brace against pipe, but Support ill a manner which will not apply concentrated loads or horizontal thrusts on the pipe. Cross braces above the pipe may be removed after backfill to top of pipe has been completed. 4. Trench walls may be sloped ill unimproved areas if required to prevent caving and if adjacent property or trees to be Icfl in place are not thereby subjected to 1 additional cutting of roots. 5, See Pipe l nlbednlcnl Details on Plans fOr lllilllllll1111 and Illaxillll1111 trench 1 widths. ifnlaxilllum is exceeded, and strength requirenlcrltscontrol, Engineer may direct contractor to install special bedding or heavier class or gage. of pipe at contractor's expense. TS-2.3,2 Ground Water and Surface Water: 1. Pipe trenches shall he kept free from water during excavation, fine grading, pipe laying alld looming, and pipe embedment operations. Where the trench bottom is mucky or otherwise unstable because of the presence of ground water, and in all cases where the static ground water elevation is Above the bottom of' any trench hell hole excavation, such ground water shall he lowered by means ofpulllps or other acceptable means to the extent necessary to keep the trench free from water, pipe sub-grade stable and flrill tlll(ICI' fOOt, at all times whorl work withill the Ircnch is in progress, 2. The contractor may Ilse additional granular fill materirl, in accordance with the rcquircnlents ul suhparagrapil TS-2.3.3 (h), in Collncction with drainage control, at his own expense. 3. [;ach excavation Shall he kept dry until the backfiII is completed to the extent M that no damage from hydrostatic pressures, flotation, or other causes will result. 4. Surface wafter shall be diverted, and otherwise prevelitcd from entering excavations allld Irellelics to till' greatest extent praCtrCablC With0(It dalllagC to adjalccllt property li•oni (likes, ditches, or impounded water. rs-2.3.3 Pi )e I oundation (irutular Fill and "french Bottom Slabilization: 1. All pipe shall be bedded as shown in the APipe I ilibcdnlent Dctailso; on the Plains. 2. Gralillllalr fill Sh,'111 bC C1Call riVCr gravel nr I-CSSOnably S011lld CrtISI1Cd liulestone, free of ccpicntitious, shaly,or flart and flaky particles ill all amount which would cause the material to calks or pack or otherwise form an ullylelding Support for the pipe. Gradation Shall be Such that at least IIInCty- five (95) percent passes a► three-quarter(3/4) inch square niesh sieve and not over five (5) percent pasSCS a Il(II1lbCr (our (4) SCIIIal-C IIICSII SICVC. 3. Stabilization: If the tench hotlom at base of tllc required pipe enibedn crIt material is u list ahle, the Contractor shall excavate to a.Ili additional depth and backfill with crushed stone as directed by the fnnineer. The size of stone used shall be as required for ef('ectivc stabilization. Whcrc large stone is used, the upper portion Shall be choked with smaller stone and no Stone larger than one ( I ) inch sire will be allowed within (3) inches of the pipe \vall. Stabilization material ordered by the Enginecr will be paid for in accordance with the stipulations ol'Articles TS-2.5 and TS-2.6. However, payment will not be made Im stabilization material or extra granular fill used for contractor ' convcnicnce in controlling drainage or as may be required to stabilize trench bottoms nla dC ullstahlC through contractor=s disturbance thereofor excessive tramping thercoll. 4. Pipc shall not he placed over frozen trench suh-grade. 5. Placcnlcnt_ol'Grall_ular_l'jll_. (1 ) I'lacc granular fill in lifts not exceeding six (6) inches and bring up evenly on both sides ol'pipe. I)o not(1111111)over side of trench in any planner that will brim; Calif► into the ,,rallluIll- fill area or displace the pipc. C'oinpact, vibra(C, or titic:c with a sluwCl, in SLICK 111a1111C1• that granular fill will take its final compaction and provide uniform and solid bearing lmdcr and around the pipe and its haunches. (2) SCI-Ced granular 1-111 as shown on the flans under elliptical or arch pipe. (3) For a lcllgth c f t\Vo (2) 11ll 1 C d1anlCte►..S (Cffecllve (.hameter equals average of'sparl and rise for elliptical or arch pipe) on the upstream Cnds afculvcrts, Oillit gl'amllar fill. l.1sc selected clay screeded and compacted to not less than ninety (90) percent of Standard Density. TS-2.3.4 Bell I lolcs: Dig bell holes where pipe has bell joints. No part of any hell shall be ill contact with the tr'C11Ch bOtt0lll 01- SI(ICS Or grallUlar fill whC11 the pipe is jointed. TS-2.3.5 Backfill to ' %) of Title: 1. See Pipc Embedment Details on Plans. This section covets the backfill from top of granular fill to top of pipe. 2. Backfill as soon as possible to minimize the possibilityofdamage t.o joints an inconvenience to the public. 3. Material to be selected earth or granular fill material. G•ec from sod, sticks, roots, or rocks over one (1) inch size, to be unfrozen, and to be of proper 11101StLll-C C011tClll for speCi fled compaction. Suitable material front the project excavation shall be brought in fr0111 elsewhere on the work where required. 1� 4. Place alongside pipe in loose layers of six (6) inch maximum thickness, r thoroughly compacting each layer. Take special care to place and compact material around the pipe so as to leave no voids and to provide uniform lateral support. for the pipe. Bring materials up uniformly on both sides of pipe, taking special care with corrugatcd metal pipe. 5. The material shall be compactc(l to the same density as required for backfill r above top of pipe. TS-2.3.6 Backfill Above 'l'oh of'I'ihc: 1. General: Backfill from top ofpipc to original surface or to sub-grade where pavement is to be placed is coverud by this section. 2. Materials: e ( I ) hlatcrial for backlill ihovc top of pipe Shall be Iltc Saille as for backfill bell.)w top (11'pipc as specified in subl)-arauraph TS-2.3.5 (c), except that sn►all sticks and roots Icss chart oue-hail' (2) inch ill diameter, interspersed Ilan! ItlnIps and clods wil! be allowed insofar as they do not inlerlcrc with specified compaction. iMore suitable material shall he hrou,;hl lion elsewhere on the Ilroicct ifncccssary and the unsuitable materi'd disposed o(. 11'the specified compaction cannot be obtained will; earth excavated From the trench, the contractor shall use f;ranul;u• fill or simile• approved material at his own expense. (2) (lock lamer than onc. ( I ) inch shall not be placed within three (3) inches ofpipe. Rock larger than eight (8) inches shall not be placed within two (2) Icct of the top of pipe. No rock larger than two (2) inches inlay be placed in the upper six (0) inches under pavement sub- grade. No rock may be placer) in the upper twelve (12) inches of trenches through grass parkways or earth areas. (3) Lark stones may be placed in the remainder ofthe backfill only it' well separated and so arranged that no interference with the specified backfill will result. 3. Methods: (!) Method ol'backlill Used shall not Impose excessive concentrated or unbalanced lom!s, shock, or impact on, or cause displacement of the pipe. The backfill shall be slowly rolled down a slope at the end of the trench and shall not be pushed over the side of the tl•cnch. (2) Consolidated rllaterisd Weighing more(Ilan one hundred (100)pounds shall not be permitted to fall more than three (3) feet Into the trench unlcSS cushioned by at ICASI three(3) feet of backfill over top of pipe. 3 �.olll )aetion: I. Back fill miller pavement shall be defined as being under all areas to be paved or surfaced Ibr vchiciilar access, except those to be surfaced with crushed stone. The limiting Ilne for such backfill shall extend from sub-gradc at twelve(12) inches beyond edge of' pavement or hack of curb, downward on a slope not steeper than one (1) to one (I). In areas so defined, backfill shall be not less than ninety-five (95) percent of Standard Density. 2. Backfill ill Other Arcati: In areas not defined in Item 1 above, back 1,111 Shall he not less than ninety (90) percent of Standard Density. 3. The cnginecl. may cause field density tests to be made whenever decided necessary. The specified density will be the minilllunl allowed and the attainment thereof will be entirely the contractor's responsihility, Obvious voids will not he I)ernlitted. 4. Thickness of bac.kfill layers will )e determined by the coordination of,(CSt results with field pe1.fornlzlncc and equipment used. The Collt-actor will be expcctCd to maintain established proccdures cxccpt where unusual conditions arise. TS-2.3.7 Installation of I'i��c in_I?mlru�knl� ilt: 1. Ifembankmcnt is made 111101.to placing pipc excavate trench, place pipe and backfill, in accordance with the Specifications herein. 2. If embankment is matte after placing pipe compact embankment to top of I)ipc on both sides of pipc for a distance of at least live (5) pipe diameters each side of Pipe. TS-2.3.8 Protection Of Pipe• 1rol11hlCilV�!LCjlllj)Il]Cllt: Provide temliorary 11II to at least. two (2) r feet over top of pipc extending at least live (5) pipe diameters cash side, or greater protection, as required to protect pipe frorn heavy equipment. Damage to the pipc resulting from excessive equipment loads shall be satisractorily repaired by the Contractor at his sole expense. TS-2.3.9 Excavation Ahead for l.,ocahon or Obstructions: 1. Except where otherwise directed, excavate at least onC hundred fifty (150) feet ahead of pipc laying in order to uncover any possible obstructions in the way of laying the Pipe. If such obstructions are encountered notify the Engineer immediately so that a needed change may be considered and effected. 2. Changes from Plans may be made only oil the direction of the Engineer. SIICII CllalligCS Illay Illdlldc changes ill line,grade,pipc size or type,additional of less mitering, 111allllolc;, etc. Such eharlges may Involve unanticipated moving of underground utility lines. 3. Refer to Article GP-7 regarding pro(c:ction and moving ofutifi(ics and other obstructions. 4, 'file contractor will be paid fol• the Actual amount of Proposal Items authorized (within the pay limits Cstahlishcd) and Ilerformed by him. I le will not be paid 101- unused materials Ick ovur ol• I61. delays arising from I'5-2.3.10 Maxim ip�g shall be One city block or olTille 1. l'our limidrcd (400) IM, wIlicllcvcr is shorter, TS-2.4 Eum'-atioll arld Backl-Ill 1,61• Structures: TS-2.4.1 The term, Structures;, as 11'sc(l in this Article, means inlets, manholes and all other structures, not including pipe. FS-2.4.2 Missouri I lighway Specifications ',-','cctioii 206 shall goVern excavation and backfill 1,61•structures except that the provisions for measurement and payment therein shall not apply and CXcCpt as modified in the l'orm of additions,deletions and substitutions in this Article. Wherc any hart ofMissouri I lighwaySpceil'ications Section 206 is so modified, the unaltered provisions Shall remain in effect. TS-2.4.3 Delete the flollowing from Missouri Highway Spccifications Section 206. 1. Subsections 206.2, 206.4.7, 206.4.8, 206.4.9, 206.4.10 and 206.4.11. 2. All SCCtiOlIS on MUSLUTIllellt and/o• Payment, TS-2.4.4 Crushed Stolle, as specified in paragraph TS-2.3.3 (c.), shall be installed where rCClLJil-CCl by the Stil)Lllat101IS OftlIC MiSSOLII-i Highway Specifications Article 206.3. This requirement shall apply to all structures as defined in lmragr...,p)i rs-2,4.1. Stabilization material ordered by the Enginccr will be paid for in accordance with the stipulations of Articles TS-2.5 and TS-2.6. However, payment will not be made for stabilization material used l'or contractor's convenience ill controlling draimgc, ill fine grading, oi- as may be required to stabilize StrUCtUrC b0t(.OlIIS 111MIC Ulistable through contractor"; disturbance thereof or excessive tramping flici-con. TS-2.4.5 Backfill lor structures shall be ill accordance with the applicable requirements of Section TS-'2.3.6. TS-2.5 Method of Measurement: TS-2.5.1 Excavation and Compacted F'nlibankniciit: 1. The excavalionalid compacted embankment item shall be bid on a lump S1.1111 basis. '['lie work shall be perlormed ill accordance with specifications and in conformance with the lilies, grades, thicknesses and typical cross sections shown Oil the plans. 2. No measurement for payment will he made for any of the following: ( 1) F.xcavatioll 1,61.structures, or pipes payment will be included ill cost of bid item 1,61. each. (?t No nic isurenmit of borrow cxcin•ati0lI will he amide. All costs of supplying; harrow ►rlalerial t(:) the Project site Slmll he included in the hid price for excavation and compacted emhanknic►lt. (3) C01111)LltilllollS: I 11C 1Alginccr's carthwork CO1111)ll(iltlollsilreilvildill)lC for inspection. The volume of excavated all(] compacted embank►ncnt is shown (hereon, and as listcd in the plans, from existing cross sections by average cnd area nletllod and will be the basis For final payment, except as fi�ll(�ws: 1. An authorizcd ctlangc in grade, slope, or typical section is made. Ts-2.6 Rasis of Pavillcnt: TS-2.6.1 E-wivatiorl and C'on)pacled I'nlhanknmit, will he paid for at the contract unit price bid bascd oil a 11.111111 Stull cost. '1'S-2.6.2 Crushed stone for sub-grade and trc(lch bottom stabilization, as well as open-graded drainable crushed stone 1101- hackfilling of undergraded rock cuts, measured as provided will he paid for at the contract unit price bid per ton. TS-3 CLEANUP The contractor shall rclilove from the owner's property and from all public and private property, at his own expense• all temporary structures, rubbish, excess excavation and waste material resulting from his operations. All material found to be unsatisfiactory for backfill shall bc. reliovcd at the contractor's expense. All existing sod areas shall be timid raked to remove carth deposited oil or in them during construction. All ditches shall be graded and properly sloped. Excess excavated material shall be removed Carom ditches. Sllouiders where sodding, sealing or sut'facnlg Is not required shall be bladed and shaped. The project area shall be kept at all times as ne it. and clean as possible. Debris from construction operations shall be relllONTLI from the site as soon as construction is completed in a given area. Dirt piles shall be removed and the area Finish graded as soon as possible after construction of`a given section of the project is completed. In no instance shall dirt pi ICS ot•debris he allowed to remain on lawn areas long enough to damage growing; sod. TS-4.1 Gcncral: This work shall include the construction of all pipe Scwers wll(.�thcr storm sewers or Sill itary sewcrs. The material rCyuired fiir c-ach section ol'scwcr shall he as shown oil the plans. Trenching shall he in accordance with fart TS-2 of these spccilicatiorls. '1'S-4.2 Reinforced C'oncrctc Pi )c Stornl Savers: CS-4.2.1 General: This section covers the 111,11C 6,11S anti construction of -61111 1-CC(1 concrete pipe storm sewers. Other typcS Of Mille 111d all al)I)ur(CllMlt structure arC cowered ill other scctions of these specifications. TS-4.2.2 Material: All rcinfOrml concrete pipe Shall conform to the requirements ofASTM C_ 76-62T, Class III, Nall R. Pipe joints shall be t011s4uC '111(1 groove 01' bell iuld spigot type, Pipe fi)r use On the project shall appear neat and well made. It shall be free ofcracks, broken places, and obvious nlanulacturinsg defects. All pipe; shall he stamped on the inside with its class belorc delivery to the job site. TS-4.2.3 Pipe Lang: Pipe shall be careful ly handled by slim or other'means to protect it from damage. Particular care shall he taken to avoid any flee fall of shock to the pipe. Pipe shall he carefully placed on the prepared bedding material and pointed as 1 specified below. fipc shall be laid true to both line and grade and shall produce a straight Mlle between Structures except where Otllcr(hall straight alignment is required or' allowed by the plans. Where curves are required tllcy may he accomplished b y th e Following methods: 1. If tllc Curve is slight or ifthe radius ol'tIlC Curve is very long, curving may be accomplished by deflecting each pipe joint in the curved section equally to form a S111OOlh 11111101'111 C111"1.1C. hl no case shall any pipe joint be deflected to the extent that the maxuuuill OI)Cnlllg of thejolnt exceeds one half the joint depth (olle half the depth of the sockcl). 2. Shore radius bends shall be aCCO11lplisllcci 1hmffigll the use of Iactory madc mitered pipe sections. These scctions shall be fabricated specifically for a given curve anti, wilen properly asscmblCCl, shall Produce a unif'onn curve (consisting ofa series ofshort chords) of the Specified radius. Pipe shall be IlaCCd 111 ilCCOI'dallc'c' Wilh (Ile 111(11111111Ct1INCS I-CCO111 Ill C11datlolls, all([ the details given on the plans. i All pipe laying, shall he.gin at the lowest point on the sewer proceed to the higher parts. TS-4.2.4 Jointing: I'ipe jointing; Shall he as specified in Section 726.3 of'Missouri Standard Specifications filr 1 iighway Cons trliction, cxccpt as f6IIows: 1. Cement or tar•joints other than diaper joints will not be permitted. 2. Pipe joint sill-Face"; shall he clean prior to ioirlting. 3. Care shall be taken not to allow bedding Material or other deleterious matter to enter the joint during ilipc laying or jointing. TS-4.2.5 Backfill: hollowing; jointing sufficient bedding material shall he placed and compacted along the sides of the pipe to hold it securely in place during the backfill operation. Sec plans for bedding;detai Is. Next,the trench to 12 inches;►hove the top ol'the pipe shall be hackf illed with layers of carefully compacted select backfill material. 'Phis material shall be placed and compacted simultaneously on both sides of the pipe. Backfiill above thisjoint shall be as specified TS-2. TS-4.2.6 Pipe Anchors: Wherever storm sewer does not outlet into a paved channel or other structure, pipe anchors will be required to connect all pipe joints in the 20 feet of storm sewer preceding the outlet. This 20 feet shall include the length of the end section. TS-4.3 Corrugated Metal Pile and Pipe Arch StorinSewers TS-4.3.1 Sco>�e:This specification covers corrugated metal pipe,pipe arch,and fittings which shall be furnished and installed complete with connecting bands and other necessary appurtenances for sewers and culverts. Wherever applicable,the term,pipe shall also include pipe arch. TS-4.3.2 Uses: Where CMP is called for or allowed on the plans corrugated steel pipe as specified herein ►nay be used. TS-4.3.3 Materials: TS-4.3.3.1 Corrugated Metal 1'iM_l►nd C?ihc__AieI shall be in accordance with AASF10 Designation M36 fir ►iveted pipe and pipe arch. I lelically constructed corrugated steel pipe which meets all other criteria of this section may be used provided the corrugat►011S OI'tllC CMIS Of the jOints of pipe are made annular for tighter jointing. r Unless otlicrwise specified or shown on plans, gages Shall be as li�llows: Rou-nd Pipc G" through 24" diameter - 10 ga. 30" through 30" diameter - 14 ga. 42" through 54" diameter .. 12 ga. 60" through 72" diametcr - 10 ga. i'_it)e Arch IS" x I I through 25 x 10 - 10 ga. 29" x 18" through 36" x 22" - 14 s;a. 43" x 27" through 05" x 40" - 12 ga. 72" x 44" 10 ga. 79" x 49" - 10 ga. TS-4.3.4 Alignment and Gracie: Corrugated metal pipe shall be aligned and graded in accordance with the requil-Clllellts for' 1'Cinforced concrete pipe. Where plans show grade change hCt11'CCIi Structures or Slight alignment change to clear obstructions,deflect pipe and joints over a(I IStallCC as rcgilirccl,alter joints have bcerl coupled and only to the extent that Joints will not be over-stressed. TS-4.3.5 Laic, Pipe: pipe shall be protected from lateral displaccillcnt by means of pipe embednictll material installed as provided in the trench backfill specification. No pipe shall be laid in water and no pipe Shall be laid in 1i11SL1ltabiC weather o1' trench Conditions. When jointed 111 the trench,the pipe shall form a tRIC alld Sllloath 1i11C. pipe shall not be trimmed except for closure, and pipe not making a good fit shall be removed. Unless otherwise approved by the Engineer, the laying of pipe shall begin at the rlowest point and the pipe shall be installed so that the outside laps ofcircunlfercntial joints paint upstrcam and with longitudinal laps on the sides. IS-4.3.6 Couplin g,[ lM: pipe ends shall be butted as closely as the corrugations will permit, then jointed with a f irnlly bolted coupling band. Draw coupling bands tight. Merely tightening bolts will not be adequate. Lubricate contact stlrlaces ofcoated pipe and bands Nvith fuel all or similar solvenL. Tap the bands with heavy wooden or rubber mallet. Use chain clinching device or special clamping device if required for tight connection oil larger pipe. Field coat coupling bolts, nuts and rods with bituminous material aftcr installation. fS-4.3.7 installim" End Sections prepare moist clayey soil bearing shaped to end section and place flier—Coll. Join Gild section to Mille.�vitll Couplin g hanol. Tile foc plate shall be set in a trCnch and backlilled with compacted moist elriycv soil or drivCli to the required elevation. TS-4.4 MC lS(llVlllcnt .fold PaVlllCiit 1"5-4.4.1 C'ti1f and 1t('f? Pipe: Pipe will be measured per linen• loot of completcd pipe in place. Payment will be made at the unit price, hid per linear foot 161. the completed pipe in place. Paynicllt shall include all Costs of furnishing, and installing pipe including trcnc,hing, backfilling of'pipc. TS-4.4.2 SCctioils: End section will he measurcd as one unit each Complete in place.— - Payment "will he made at the lilllt ill•ice hid for Cach Complete end section ill place. Payrllcllt s11a11 includC all costs for furnishing and installill" Cnd section including trenching, backfilling. TS-4.5 Plastic Gravit Sewer Title TS-4.5.1 General: This specification designates general recluirenlcnis for polyvinyl chloride (PVC) Plastic Gravity Sewer Pipe with integral wall bell and spigot joints for the conveyance ofdonlestic sewage. TS-4.5.2 Materials: Pipe and fittings shall nett and/or exceed all of" the requirements of ASTM Specifications D3034. All pipe shall be suitable for use as a gravity sewer conduit. Provisions must be made for contraction and expansion at each joint with a rubber ring. The bell shall consist of an integral wall section stiffened with two PVC retainer rings which securely lock the solid cross section rubber ring into position. Standard lengths shall be 20 feet and 12.5 feet V 1 inch. Rubber gaskets shall comply with the physical requirements of ASTM-D 1869,C361, and C443. Lubricant shall have no deteriorating effects on the gasket or the pipe materials. TS-4.5.3 Fittings: All fittings and accessories shall he as manufactured and furnished by the pipe supplier or approved equal and have hell and/or spigot Configurations identical to that of the pipe. TS-4.5.4 Ph sisal and ChclniCal RCOuireenients: The pipe shall he designed to pass all test at 73 degrees F (V 3 degrees F). 1'5-4.5.5 PiI>_e StLfftess: Mi Ili Ill unl pi (I"/y) at 5'!/()dell Cction shall he 46 (or sizes 6 inch through 12 inch when tested in accordance with ASTNI Designatiolt D2412. Minimum Ilille stifliless 161.4 inch shall he 51 . I?xternaI I.oadIng Properties of IIlastic. Pipe by Parallel-Plate Loadir►g. TS-4.5.6 Plattenitig: There shall be no evidence ol'splitting, crackkig or breaking when the hills is tested as follows: Platter] specimen o('pipe, six inches loth;between h<uallcl plates in a suitable press ►IntlI the distance between the plates is forty percent of*(lie outside diameter of the pipe. The rate of loading shall be unitornl and such that the compression is completed within two to five nlinutcs. I'5-4.5.7 D!ot? lmh�ict Tcst: Plpc (6" long section) shall he sub.Iected to impact frolll a free (1111ing tup (20 lb. I'up A) in accordance with ASTM method D2444. No shattering or splitting (denting is not a ftlilurc) shall be evident when the following cncrgy is impacted: Nominal size 4" 611 5" 10" 1211 Pt. - Lbs. 150 210 210 220 220 TS-4.5.8 Acetone Immersion Test: Aller 20 nlinutcs inimusion in a sealed container of anhydrous(99.5%pure)acetone a I" long sample ring shall show no visible spalfing or cracking (swelling or softening is not a failure) when tested in accordance with ASTM 2152. FS-4.5.9 Sizes, Dimensions, and Tolerances Nom. Outside Diameter Min. Wall Size Average Tolerance, Thickness SDR 4 4.215 WVO.009 0.125 33.5 6 6.275 VO.011 0.180 35 8 8.400 VO.012 0.240 35 10 10.500 V0.020 0.300 35 12 12.500 VO.024 0.360 35 TS-4.5.10 Alignment and Grade: Pipc which is a part ofthe gravity sewer line shall he aligned and constructed to grades as shown on the Plans. TS-4.5.1 I Connections to Manholes: Special manhole CPI,GS fittings shall be used to connect PVC pipe into manhole walls. TS-4.6 ABS Pine: TS-4.6.1 Scc : This Specification covers A13S composite pipe, and fittings which shall be furnished and installed complete with all jointing materials and other necessary appurtellances for sCwcrs. TS-4.6.2 Materials: A B S Composite Pipc shall be made front virgin Acrylonitrilc Butadicne- Styren material. This material shall be `I'y3)c 1, Grade L Type I, Gradc 11, 'Type IV, Grade I, and shall conform to AS'l M Specifications 1785-62-T. ABS Composite Pipe shall consist ol'two Concentric thernlo-plastic fuhcs intrically braced across the t►I111111tIS With I'C5tlltant angular spacC filled to providC Continuous support between imlcr and outer tubes. The component between the A 13S shall he of Portland Cenient Pearl-file concrete other inert bi Iler Cxhibitilig the same degree of i)Ci'f UI'111SI1CC which essentially fills the truss annulus to form a composite pipe to sleet the rccfuirCnlcnts of'this Specification. Sire, physical reduu'en►Cnts, the cllnlcnslonS, the method of test, the length, the testing procedures aild marking pr'occdlll'CS for this pipe shall conform with ASTM Specification D-2680-68T. Couplir►gs shall be of solid wall sleeve type for chemical weld to the truss pipe. TS-4.6.3 Flandlin: Pipe, fittings and accessories shall be handled in a manner that will insure their installation in the Work in a soUnd llndall1agCd Condition. Pipe shall not be dropped, bumped or drug; along the ground. Pipc shall not be liticd by hooks. TS-4.6.4 Clcanin : The interior of all pipe and fittings shall be thoroughly cleaned of all foreign matter before being installcd and shall be kept. clean until the work has been accepted. All joint contact surtaces shall be kept CICan until the jointing is completed. Every precaution shall be taken to prevent foreign natcrial i'on1 entering the pi )c during installation. No debris, tools, clothing or other iii itcrials shall be placed in the pipe. Whenever pipe laying; is stopped, the upper end of the pipe shall be closed with in cndboard closely fitting the end of the pipe and haVing a number of small holes t chilled near the center, to prevent the trench front filling\vlth water and to keep sand and earth out of the pipe. TS-4.6.5 Lavin Pipe:'ipe: Pipe shall be protected front lateral displacement by nicans of'Class B pipe embedment illaterial installed as provided ill the trench backflll specification. No pipe shall be laid in Water and no pipe shall he laid in unsuitable weather or trench conditions. When jointed in the trench, the pipe shall forin a true and smooth line. Pipe shall not he trin-imed except for closure, and pipe not slaking a good fit simll be removed. r Unless otherwise approved by the L�.ngincer, the laying of pipe shall begin at the lowest point and the pipe shall be installed so that the outside laps ofcircumferential joints point upstream arld with longitudinal laps on the sides. 'I'S-4.G.6 Coupling Pivc: The couplings shall he chemically welded to the pipe with one end, factory applied. The Coupling and pine end to be Chemically welded in tilt trench shall he thoroughly cleaned after it is in the trench and primer and cemcnl shall be applied to both the coupling and the end of the pipe. This shall he done in accordance with the manufacturer=s specifications. The pipc shall be thoroughly shoved into the coupling and then turned within the coupling ollc quarter turn to insure complete Contact between cement, pipc and coupling. TS-4.6.7 Manhole Construction: Connection at manhole Walls shall be made byAO@ ring tyrpC CollpllllgS Set In the Wall and having a manhole water stop assembly between the coupling and the manhole wall. Between the pipe and the coupling shall be an AO@ seal. TS-4.6.8 Measurement and Pa)Lment: TS-4.6.7.1 ABS And Plastic Gravity Sewer Pip: Pipe will be measured per linear foot of completed pipe in place. Payment will be made at the unit price bid per linear foot for the completed pipe in place. Payment shall include all costs of furnishing and installing pipe including trenching and backfilling of pipe. TS-5 DRAINAGE STRUCTURES TS-5.1 Scope of Work: Tile work shall consist of furnishing all labor, materials, and equipment necessary to perform all operations in connection with the Construction of junction boxes, inlets and catch basins required for the project in accordance with tine specifications and drawings. Items not specifically mentioned, but necessary for completion of the work shall be considered as incidental to other items in tine contract. TS-5.2 Materials: 1. Concrete shall be Class AI @ Portland Cement Concrete in accordance with the requirements of Section TS-6 of these specifications. r2. Reinforcing steel shill consist of deformed bars of grade 40 steel cordbi- ing to the require) -mits of ASTNI designation A615 or of wire fabric conforming to AST.M designation A 185. r z. I.?xpa1ISiIII .10ilit I illcrS shall he 01' a Moll-CxtrtldiIIg t_ypc Coll ti0rrri III t (o ASTM (ieSi umlion I)1 7ti 1 and cut to the dimensions Shown oil the plans. TS-5.3 F'artJi\vork: This section shall C0wcr,111 ner.essa;yexcaaatioll and hacklill required for CollstrLICt1011 01,111C variolls struchircS. All applicable portions ol'SectiOil TS-7 shall apply to this work. I'articularcarc shall be taken to protect existing, underground utilities and sur(iice improvements. Excavations for structures in improved areas shall he held to the smallest practical r dimensions. No increase in payment for street or lawn repair will be Illade to allow fir areas disturbed by such excavations. StrllCRINS sh,lll hC fMIMIecl 011 undisturbed subsoil, ifsubSOil is riot firm, giver-cxcavatcand replace with gratitdar till asrequired. Section TS-2.2 shall apply ror stlb►irade stabilintioll Ilrider Structures, Bac•.Iclill rCguirenlelltS for Cach drainage Structure will be the sallie as that ofthe pipe to Which It is Connected. I1 more than one pipe is connected to (lie structurc, the higher hacklill r'cguirciview shall apply. lacklill under Curb transitions shall be to 95"�, of Standard Maximum Density. All excavations shall be kept drained until the structure is COnst.ructcd and backfillcd. TS-5.4 Construction Methods: TS-5.4.1 Forms: Forms shall be of wood, plywood, or any other suitable mat.crial, designed, constructed, braced and nlairltainecl So that the. tillished Concrete will be true to line r and elevation arlcl will conform to (hc reguircd LIII11CiiSIOl1S. 'They shall be designed to withstand the pressure oft lie concrete, the ct feet of vibration as the concrete is placed and all other loads incidental to the constrLICtion Operatiarls without distortion or displacement. They shall be Mortar tll;ht. Oilillg both lllSldC and outside surfaces will be required to prevent warping, shrinkage, or swelling. Forms shall be COI1Str'LICtCd alld designed so that their removal call be eflccted without injury to the concrete and so that portions where surlacc finishing is required may be removed without disturbing trials that IrC to I'Crllalll. Dirt,Chips,Sawdtl St,nails and other foreign matter shall be removed bel'orc any concrete is deposited therein. Tic rods, belts and anchorages within the t61.111S shall be Constructed So aS to permit their removal to a depth of' at least 12 iI1Cllcs I'ron-1 the facC without injury to the concrete, fn case wire tics were used, upon removal of the forms,all pro jecting wire shall be cut back at least 2 inch lroril face of all surfaces that will be exposed to view after the Completion of the work and flush with the lane ofall COncl•Ctc surfaces that will not be exposed to view. All fittings I01* metal ties Shall be ofsuch design that, upon their removal, the Cavities which are left will be O1 the Smallest practical size. I'S-5.4.2 Inl�.t ill cl ()titlC1 Pipe: Pipe or tile placed in the Conc�rele 161.inlet oroutict Councctioll" shall extend tllrc�q'h the roncrcic walls beyond the outside sllrlilcc;; ofihc walls a sul'licicnt distance to allow I,01,connections. The pipe or the shall be placed through the iol•nls and poured in place. The ends of'tile pipe shall be Ilush with the inside wall of'(lie structure. 'CS-5.4.3 Reinforculllent: 1. 1)1(lCClllcllt. Reinforcing hars shall be accurately placed as shown on the plans and shall be firmly and securely held ill positions in accordance with Concrete Reinforcing Steel Institute AReconlllicndcd Practice foi• Placing Reinforcing Bars(,U, and by using concrete or metal chairs, spacers, metal hsulgcrs, supporting wires and otllcr approved deViCCS ofsuf'ficicnt strength to resist crushing under (sill load. Metal chairs, which extend to the surface of the concrete (except where shown on the plans) and wooden supports, shall not be used. Placing bays ill layers c r fresh concrete as the work progresses and adjusting bars during the placing ol'concrcte will not be permitted. Before placing in the forms,all reinforcing steel shall be cleaned thoroughlyofmortar,oil,dirt, loose mill scale, loose or thick rust, and coatings of any character that would destroy or reduce the bond. No concrete shall be deposited until tile placing of the reinforcing steel has been inspected and approved. 2. Splicing. Splices of bars shalt be made only where shown on the plans or as ® approved by the Engineer. Where bars are spliced, they shall be tapped at ■ least 30 diameters, unless otherwise shown on the plans. Splicing shall be accomplished by placing the bars in contact with each other and wiring them together. Welding, of reinforcing steel or ruttint; with a cutting torch will not be permitted unless specifically authorized by the Engineer. 3. Bending_Rcinlilrcenlent. Bends and hooks in bars shall be made in the manner prescribed in the AManual of Standard Practicer of the American Concrete Institute. Bars shall not be bent oi" straightened in a manner which Will injure the. material. Bars with kinks or unspeciticd bends shall not be used. 4. Welded Wire Fabric. Welded wire fabric shall be spliced not less tluul two meshes. It shall be lifted carefully into its specified position after the concrete is placed hilt still plastic. TS-•5.4.4 Concrete Placement: C'oncretc construoiou shalI lm in ;Iccovdallcc with Scctioll'I'S-7. Concrete shall he conveyed. deposited, and C011SOlida1Cd hN' any method Which will preclude the scgregl►on Or loss o1,1111"i-ccheilts, Chutes used in corlvCvin1; concrete shall be sloped to perillit Concrete of the consistency rcc}uircd to flow Without segregation. \Here necessary to prevent segregation, chutes shall be provided With bal'llC hoards or a reversed section at the outlet. Whcl-C a sequence for placing concrete is shown on the plans, no deviation Will lie permitted unless approved ill Writing by file i;rlgirlccr. Where concrete is to be deposited against hardened concrete at horizontal construction joill(s, placing ol)cralions shall begin by conveying a gout iliixlurC tlll'ough the placing system and equipment, and depositing the mixture oil the joint. The gl'out iIIixturc shall consist of'a 1110diII Cat ion of the COIICI'c1C sl)ccificd to rCducc the quantityol'collrsc aggregate ill the Illix lal'ger(kiln ilea-gravel size to one-half the quantity spCeificd. To avoid segregation. concrete shall he deposited as near to its linal position as is practicable. The use of vibrators for extensive Shiltlil$4 of the Illass ofconcrete Will not be permitted. Concrete that has partially h;ll'clened or is contaminated by foreign materials shall not be deposited in the structure. Concrete shall be placed Ill horizontal layers insofar as practical. Placing shall start at tilt low point and proceed upgrade unless otherwise permitted by the Engineer. Concrete shall be placed in a continuous operation between construction joints and shall be terminated with square ends and level tops hitless otherwise shown on the plans. Concrete shall not be permitted to fall more than six feel without the use of' )i )es or I 11 trenlies. Pipes or tremies shall be at lCdst six Indies 111 diameter, or the equivalent Cross sectional area for rectangular sections. Concrete shall not be placed in horizontal members of sections 1111th the COnC('CtC Ill t}le Sllpl)Ortlilg vertical members or sections has been consolidated and a 2-hour period has elapsed to permit shrinkage tO OCCIIi'. Concrete shall be thoroughly vibrated in;l nlamler that wil I encase the I'el11101'Cenlent and inserts, fill the lorms, and l)roducC a s111'facC or even texllll'e free of rock pockets and excessive voids. Structural concrete, except slope paving steeper than One ( I) inch per foot, such as spillway aprons and Channel lining, and concrete placed under water, shall be consolidated by means of high frequency internal vibrators or a type,size and number• approved by the F:ilgillecr. The location, Ill;lllller and duration of the application of the vibrators shall be such as to sec(irc imixillllull consolidation of, file Concrete Witl1011t SCplration of t1lC mortar and Coarse aggregate, and without Causing Water or cclllClll paste to hush 10 the suI'face. 1111C1'nal vibl'ators Shall not be held against the 1,61.1178 or reinforcing steel. The nunlher of vibrators employed shall be sufficient to consolidate the concrete within 15 minutes after it has been deposited ►n the forms. At least two vibrators in good operating Condition shall he available at flic site of the structure ill which more thmi 25 cubic yards ofconcrctc is to be placed. 1'S-,5.4.5 Joints: The work shall he so )rosecutcd that construction joillts will occur at designated })laces shown on the plans unless otherwise authorized by the Engineer. '['he Contractor shall construct, in one continuous concrete placing operation. all work comprised between such joints. Joints shall he kept moist until adjacent concrete is placed. All construction joints having a keyed,Stepped,or ruughencd SUr(ilce shall be cleaned prior to placemcnl ol'the adjacent concrete as directed by the ( nginccr. Expansion and contraction joints in Conc,rCte.Strllctlrres S1ia11 be formed where shown on the plans. No reinforcement shall be extended through the joints, except where specifically noted or detailed on the plans. No direct payment will be made for furnishing and placing asphaltic paint, pre- molded asphaltic filler,or other types of joint separators. "['he cost therefore shall be (llCIUdcd in the price bid For the item of'work of'which they arc a part. TS-5.4.6 Cold Weather Requirements: Whenever the teniperature of the surrounding air is below OFF,or when the possibility exists that the temperature will fall below 40EF, within the 24-1101.11•period of tel•coneretc operations,concrete place(}In the fomis shall have a tenlperrture of between hOEF and l 00E F. All concrete shall he n►aintained at a temperature of not less than 50EF for at least 72 IIOIIi•S or for as much time as is cicccssary to inSUre proper curing of the concrete. '['he housing, covering, or other protection used in connection with curing,shall renlain in plane and intact at least 24 hours after the artificial heating is discontinued. No dependence shall be placed on salt or other chemicals for the prevention of freezing. Contractor will he held responsible for any damage to concrete as a result of'cold weather operations. TS-5.4.7 Finish: fillet tops Shall have light brroo►il finish. ("III'[) transitions shall have broom Finish. Contraction Joints Shall be Cllt wilCl•C ShOW0. Cut cacti 12 inches deep and finish with joint tool. TS-5.4.8 Inverts: Inverts shall be careli►Ily constructed to maintrlin the proper velocities through the structure,and in no case Shall the invert sections through the structure be greater than that of the outgoilli pipe. The shape of the invert shall Conforill exactly to the lower half of the pipe it connects. Use half circle template to check invert Shape and size while building. (trade on the invert shall be such that no water pockets arc lormed. Side branches shall be ConncctCd with aS radius ofCUrve as r practicable, inverts shall he constructed ot'corlCrctc Cont01-llling to the rCduirClllents of Section TS-6. Concrete Iiliing IletwCCll the sewer invert and walls of struc:turc shall be (lush with the toll edg CS ofthe invert and shall slope ttp from the invert at file rate of three (3) inches per foot. Inverts shall he troweled smooth and clean. Where water problems require, use quick setting cement to aid in construction of smooth inverts. TS-5.4.9 Steps: When shown on the plans, shall be solidly grouted in place with roll mortar encasement. TS-5.5 Precast Concrete inlets: I. Precast concrete inlets shall be constructed in all respects in accordance Willi the Plans and Specifications except as provided in the 11611 m,ing items of this subparagraph. 2. All applicable requirements of ASTM C-478 shall apply to the manufacture of precast concrete inlets. 3. The manufacturer of precilst concrete inlets shall submit detailed drawings and specifications for the construction of the basic precast units and appurtenances to the Engineer and Owner for prior approval. A shop drawing for each inlet showing; dimensions, elevations and openings, shall be Submitted to the Engineer and Owner for approval prior to 117a1111faCtlll-ing Of the units. 4. Where dividing walls are used or where multiple precast units are used, the total net length of opening shall equal the length of inlet specified on the project plans. Intermediate wall openings shall be large enough so as not to cause hydraulic head loss. Location and number of manhole openings, as well as openings in walls shall be as required to promote easy access to all parts Of t11e inlet, SL1bjCCt to the Eilg inecr=s approval. 5. The walls of the entire structure shall be set in place on concrete blocks prior to pouring concrete base slab. The base slab shall be reinforced in accordance with the project plans, and the bottom of the base slab shall be at least the distance below bottom of precast walls that is shown on the project plans. The entire base slab shall be poured monolithic and shall be brought Lip to a level of at ]cast six (6) inches above bottom or precast walls, C. Mastic pipe joint conlpaund shall be used in horizontal joints and where walls of multiple sCCIions join, in order to form a reilsonable watertight structure. 7. Where top slabs or multiple sections join, the joint shall be scaled with General filectric single component silicone, gray color,strictly in accordance with the nlarluli►cturcr•=s recclrnnlcndatioils. S. "fop slabs cast separately from inlet walls shall be anrhorecl against lateral movement with respect to walls by a steel dowel in each corner extending; from the walls through holes in the slabs. The top slabs shall be set accurately to line, grsldc and slope and grouted securely in place. TS-5.6 Precast C'oncretc MllnholCS: TS-5.6.1 Materials: Precast Concrete Manhole Rings. ASTM Designation C-478, except as indicated below: 1. Shell Thickness: SInside Diameter Shell or Nl<ulhole Thickness 4' - 011 511 51 - 111 6'1 6' - 0f' Tv 2. Precast Flat Tops. Designed to withstand 1-1-20 wheel load plus 30%impact, AASi-1TO "Standard Specification for Highway Bridges". 3. Conical Tons. Eccentric cline preferred. 4. Manhole Steps. When shown on Mans, shall he solidly cast in dace or set 1 1 with expanding grout. 5. Shipment to job not allowed until units have cured sufflcientl to prevent 1 J Y P damage in handling. 6. AIM.rov;il. Submit all details to 1_ ngineer and Owner for approval prior to manufacturer. TS-5.6.2 Setting l'recast Rings: Rings may be set citheron a In•eviouslypoiu•ed,properlycured base slab or may be blocked in place with solid concrete blocks while the base slab is poured around the first ring. Rings shall be set with the bells up. 13ut►cr both bell and spigot ends with pre-mixecl scwcrjoint Mastic compound, as approved by the Engineer, and set the next section in place. Wipc joint sn►ooth on the inside ,ind fill all joints inside and out. Watertight joints will he required. Where precast manholes arc constructed in existing or proposc d streets,3 courses oi' brick shall be placed between the precast colic and the casting. TS-6 CON CRI1"V : TS-6.1 General: ,FS-6.1.1 Descritition of Work Included-. All conctete required oil the project except precast material. TS-6.1.2 QLlalitV C:olltrol: TS-6.1.2.1 51i)erylsioll: 1. Provide lull time superintcndcnt on the project who is qualified and experienced in concrete construction. Superintendellt shall direct all work in connection with coIlcrete constructioll. 2. finishers shall be joul•neynlen concrete finishers experienced in concrete Cilish work. TS-6.1.2.2 Submittals: Contractor shall submit name and location ol'transit mix company for approval along with complete data on gradation and durability of aggregate, nlix, additives and cement. TS-6.1.3 Product Flandlin.r;: TS-6.1.3.1 Transit Mix: Concrete shall be handled and preserved ill its Abatched@ proportion during transportation. Mixing time shall not exceed 45 minutes and excess water shall not be added. Concrete improperly cared for or(nixed in the truck longer than 45 minutes shall be disposed of away from the project. TS-6.1.3.2 Defective Concrete: Damaged or defective coIlcrete shall be repaired or removed and replaced immediately as directed by the Engineer. TS-6.2 Materials: TS-6.2.1 General: 1. All concrete used in the project shall be furnished by a reputable permanent concrete plant using transit rilix trucks. The plant shall be located within a reasonable distance from the prcojcct so travel time is 30 IlIiilutcs or less. Supplier shall have adeduatc hills that weigh material by approved scale systclll. Tllc supplier shall have an adequatc number or modern trucks to insure dclivcry orcoIIcrew as rcduirCd rilr I)Inci]Ig schcduIC. Supplier shall be subject to approval of'(Ile l? Sieve Sic Percent Pas"in', 3/8 inch 100 No. 4 95-10U No. 10 40-75 No. 50 5-30 The sand shall not have more Illan 35'4) retains he t wcc t} t wo CollseculivC Sieve sizes. 1,immess Illodillus shall not lie less than 2.5 nor more than 3.1. The amount of deleterious substances in line aL;gwgatc:, each determined on IlldcpClldCnt samples Complying with till; grakfing requirements of Divlsloll 3, shall not cxcccd the lollowing limits: Table 1 . Limits for Dcletcrious SIIhStlIlCCS in FinC Aggrcgatc for Concrete: Maximum percent by ltcnl Weight oljotal_Sample Clay Lumps 0.25 Material '- Fincr than No. 200 Sieve 2.00 Coal & Lignite 0.25 Sticks, Leaves R 00101- DClcterious Material 0.25 Fine aggregate shall be Free of IIIjLII-IOIIS amounts of orgaluc illll)lll-itlCS. LXCCI)t as herein provided, aggregates subjectcd to ASTM test No. C40-56T for organic impurities and producing a color darker than the standard shall he rejected. Fine aggregate shall be [ce of material that could react harmfully with alkalies in the cement. Irsuch materials arc present in injurious amounts, the line aggregate shall be rejected, or shall he used with serpent containing less than 0.6 percent alkali calculated as sodium oxide or with the addition of a nlatcrial that has been shown to inhibit 11nd11C CXpailSl011 d11C to the alkali-aggregate reaction. Execpt as provided above, fine aggregate subjected to frvc CYCICS of the solmdIlCSS test (ASTN C88-59T), shall show a loss, weighted ill accordaticc with the grading of a sample Complying with the limitations set forth above,not greater than 10% when sodium sulfate is used or 15`Yo when maglICS111111 IS IISCd. 'fS-6.2.4 Course A �gjy atc: Course aggregate shall be crushed limestone produced fl'oin the Callaway lol-illatloll of Celual having an estimated historyofsound material and shall be approved by the Engineer. furnish soundness test results for approval of source. Coarse aggregate source shall not contain Cheri, deposits. Gradation sieve Site Perccnl 1�I15ti1114; 1 2 inch - _ -_ 100 �- I inch 95-100 2 inch 25••60 No. 4 0-8 ' No. 10 0-3 Satisfactory experience record shown 1,61.durability, other wise pass soundness test ASTM C88-5 cycles using magnesium sulfate without Sphlting oi. losing illore thall 15'%, weight. Contractor shall arrange and pay Ior testing ifadcquate history is not available. TS-6.2.5 Water: Water For mixing and curing concrete shall he clean, and free from injurious amounts of sewage, oil, acid, alkali, salt or organic matter. Only potable water shall be used. TS-6.2.6 Concrete Mix: All concrete for the project shall conform to the design mix listed in the table below. 'file concrete mix shall include air entrainment not to exceed 7 percent air: Maximum aggregate sire 1 inch Maximum water 250 lb/cy W/C weight ratio (max.) 0.450 Cement -6.5 sacks per cubic yard for curb&gutter and pavement -5.8 sacks per cubic yard for all others The contractor shall furnish laboratory design mix for the approved materials. Water reducing and air entraining agents shall be subject to Engineer=s approval. 1 TS-6.3 COI1Stl'tlCti011 Requirements: ' TS-6.3.1 Pr ze Cation: TS-6.3.1.1 Gcneral: 1. Clean all forms and correct all find grade damage. 2. Wet. down all subgrades. 3. Verify all needed equipment for placing concrete is oil (land: Vibrators, crane or pump, trenlies, flumes, III1iShillg CCllllplllCllt. A 4. All keyway~ arc to he in place. 5. Dry up excavation i f any water is present. 6. Have Cold weathCr Cquillincnt on hand ifapplicable. 7. Notify Eiig,incer al least 24 hours ill 1(1vancC ol'placillg corlcrcte, '1 S-11.3.2 1?lacin ; C'c1ilrr.... '1'S-6.3.2.1 General: 1. All collcretc steal I he placed in a nlanrlcr alul wild adCquate Ccluipinellt Which �. Shall he Subject to the EllI'inccr=-s ap )roval. LkIl11p Ill CD( fOr 1)IilCing COI1CrCtC shall include 1lun1CS, tremies, cranes or concrete pumps f or placing concrete: hand tool and finishing equipment 161- manipulation as nettled. 2. Concrete Shall be placed in a logical sequence that will permit efficient operation, but Shall providC structural Continuity and strength required. 1'1acillg SCqucnCC shall be subject to general approval by the Engineer. 3. 1'I11111CS S11a11 1101.be Used at Slopes latter than 45 degrees. Concrete pumping C(I111plllCnt Shall be designed fol- (11C purpose and shall be sub ect to approval by the Engineer. 4. Subgrade shall have been fine graded and moistened prior to placing concrete. Forms and keyways shall be carcRilly cleaned prior to placing concrete. Concrete shall be placed In locations not to exveed 12 feet apart. Placing shall be fl C011tillUOl1S OI)Crati011 using a heavy duty vibrator. 5. Trenites required for depth greater than 6 foot. 6. In case of pending inclement weather, prepare temporary covers to protect freshly placed and lullshcd Surfaces fi-onl Surf',lcC damage. Protect for 12 11ollt'S. 7. Embedded SUCCLIS nlay hC used unless otherwise called ibr. Screeds sllall be accurately set and held in place by solid steel rods with nlechrulic"ll clamps for attaching scrCed. Wood screed Supports Shall not lie IISC(l. Screeds must be rerlloved and voids filled while; concrete is plastic. 8. Reduce coarse aggregate in first lilt above cold construction joint. 9. Keep working fact of concrete "alive" and Elastic. i 10. Avoid other vibrating. 11 , Do not transport concrete ill firm With vibrator. 12. Place concrete uni(16rnlly at spacing not to exceed 10 feet. TS-6,3.2.2 Slump: Mold stump as low as possible to allow proper placement elf' concrete. Maximum slump flor Curb, cln•b and gilder, and concrete pavenlcnt shall be 3 inches. All other concrete shall have a 4 Inch nlaxinil1111 slulllp. -6 3 2 3 Cold Weatllerr Rcc uirclncnts: 1. Do not place concrete on ice or frozen subgradc. 2. Do not place concrete at temperature below 20" 1 unless covered and heated. 3. When tell 1perature is or is 161-ccast. helow 40"F, the IbIlowing are required: r (1 ) Heat water to 1501:1 maximum (2) Heat aggregate to frost free temperature. (3) Temperature of concrete. regulated to the (Allowing schcdulc: elll lerature Concrete Tenlocraturc 30 to 40 70 to 80 20 to 30 80 to 100 (4) Cover, protect, and hcat to 70L E an temperatures when heated concrete is required. (5) PI•eSCI've and 111a111tain moist cluing Conditions whell heating. (Ci) Admixtures fb1-cold wclithcr purposes arc not approved. TS-6.3.2.4 I-[ot Weather: 1. Concrctc exposed to direct weather shall not he placed at temperatures above 10013 1, 2. Cover,protect and cool work as required to rllaultain concrete bCIO\V 1001-, 1-'. TS-6.3.3 liilishim-, Concrete: TS-0.3.3.1 General: I . All slabs, walks and clocks shalI be sloped unifbrnlly to drain to fill ish grade, alid must drain cortlplclely. 2. Finish shall he of'specilicd texture and uuifcn•nl in color and appearance. Approval of linish is required on first concrete placcd. 3. All voids in slabs and horizontal surfaces are to he filled cfurirlg finishing operation. Voids in firms surfaces are to be repaired immediately at the limo 1i61-111" are removed. 4. Avoid over-linishing, late finishing, rc-walcrint;, and other techniques that may cause 5. Provide adequate manpower and equipment for finishing prior to placing coucrelc. 6. Initiate curing process as soon as surface strength will permit. 'I'5-6.3.3.2 Formed SUP�1lCCS I,XPOSCd to View: I. Remove firms as soon as curing and Strength c1Cvcloplllc►lt perlllits. 2. Remove file cooks where applicable and fill with sand cement grout. 3. Break off all l lins(tP; byrind 'IS I•Cllt►1I'Cd Col' Ulll101'lll a1)1)Ca1•aI1Ce. 4. Grind all form Aofl=set(h) wllcrC concrete will be visible tlftCr COI1St1•tICti011 ►S complete. 5. Chisel all loose material in Ahoncycombo) areas until only solid concrete exists. Fill void with grout. Cure 5 clays. 'CS-6.3.3.3 Pavement: All concrete shall he finished monolithically. No Atopping@ or Aplastcring(,P. Sidewalks and curb and gutter shall receive a light broom finish. Sec Section TS-8 ' For finish OI Collcrcte Strect pavement, TS-6.3,3.4 Construction Joints: All keyed and Whet'construction joint:; shall be Constructed as shown on the plans. Keyway N(Illircc.l unless otherwise shown. TS-6.4 ('wring: I'S-6.4.1 General: 1. All concrete is to be cured a mini ill uIll of5 clays alley placing and finishing or 5 days a(ler repairing. 2. Protect all concrete surfaccs 11.0111 danlagC during and IfICI- Curing period. TS-6.4.2 1701'lllcd S-111-faces: 1. Dorms are adequate it'left in place 5 days. 2. Covel top with 6 nlil Polyethylene. sheet. 3. 11' forms are removed to AstoncG> (nlish or repair concrete, cover with polyethylene sheets. Anchor in place. 'CS-6.4.3 Walks, C.u1-1) and Glittered Pavcnlcilt: I. Spray liquid membrane (ASTM - AStandard Specifications (or Liquid MCI11bra11C- Forming COmpOUndS (m'Curing Concreted, Designation C-309, CUrrent edition). 2. I-10110w nlaIl1I(itCt1ICCI''S dit'CCtiO11S (Ol' Sl)t'aVCCI hgU1d 111C111bralle. 3. Protect surface from damage. TS-6.5 Defective Work: TS-6.5.1 General: ' 1. Defective concrete work shall be removed and rc-)laced lillilledlatCl . Y ' 2. Work built OIItSidC tOlCl-,II1CCS Shall he considered defective. 3. Concrete of inadequate Strength or having surface conditions indicating pool' durability such as crazing, severe Anlap cracking@, crumbling, or other evidence shall be considered defective. 4. Engineer shall be notified ininlediatcly whell Such Conditions become apparent. TS-6.5.2 Rcpairiilt,�: 1. Repairing ofnlinar (allltS such as small Ahoncycoillb(o areas and voids play be patched. Repairs shall be madc as described in "I'S-6.3.3.2 above. 2. Curc palc:llcd arcas 5 days. 'I'S-o,o Joints: 1. Joints shall be Constructed as shoNvil ort the plans, Unless shown on the plans, joints .11,111 not he constructed unless approved by the t;ngincer. Where water stop is specified ill joint, water stop shall he secul-cfy fixed in place to prevent. voids or Afloldovcl•,�,) of wilter .top. `/Ibl•ate ar01111d water Stoll It) irlstlrc watcrtit,ht sail with no voids. �. All colistniction Joints shall he made with c,lntcd 2x4 at (cast 22 iliclics from wall face. All construction joint contact surf,Incs shall be finished with wood float finish. 3. All horirxmtal colisti-tictiolt joints shall incorporate 2Y4 in keyway. Finish surlace of Joints wit.11 wood float. 4. Contraction joints shall be sawed to a dept11 equal to one-quarter of the thickness of the concrete. Unless otherwise indicator on the plans, contraction joints shall llc spaced at a maximum distance of 12 feet each way for concrete pavement. Contraction joints shall be at approximately 10 foot intervals. Joints in curb and gutter shall line up with sawed joints in concrete pavement. TS-7 AS('I lAL'I'I(' CC)NC'Iti;'I'E TS-7.1 General: This work shall consist of the construction ofasphaltic concrete base, and sin-(ace course as shown oil the plans and spccilic(.1 herein. TS-7.2 Standard Smcilication: All work of this section shall he in accordance with the referenced portions of A.Missouri Standard Specifications for Highway Const'ructlonc) 1986 Edition published by the Missouri State Highway and Transportation Commission, except as modified here. TS-7.3 Ashhsl,tic_ C onci_cte Base: TS-7.3.1 Subgradc shall be prepared as specified in Section TS-2. TS-7.3.2 Malcrial: Materials shall Conform to Standard Specifications Section 301 .2. fS-7.3.3 R'liatIIIV: 'I he I iX shall runli)rlll to the rcquitcnlcnls ol'SccIIoII .;M , I ilsphalI cement conlcnl shall be in the range of 3 to 0 perccnt. khrshalI Properties Slabillly 1200IMin. Flow 8 WO I'5-7.3.:1,1 Section 3111 .2,2 shall he cli<cns,ed to read as loliilws; Prior ►o preparing any of the mixture on the project, the 011111Ictor shall ohtalirl, in the presence ol'the i? igincer, represelltiltive Sa111pleS of "Isphall►e Cement wid mineral ilggreplcs lot' lests. Tile saullples ol, material Shall he of talc size designatcd by talc I:ns;incer and shall be stlbnliltcd 10 1111 alppt'ovcd laboratory liar testini,. The('olltraclor Shall also submit for the FlIgincer= s approval, a job-Mix I'M-111111a lot•laeh mixture to hc: supplied liar tilt project. No mixture will be accepted for use Until the joh-mix 161-mula tier the project is approved by the l;nginecr. Thejoh-nlix lilrtllula shall be within the plaster ralige specified 101• the parlicillill• type: ofasphaltic concrete, and shall include the type and sources ofall 11uterials, the graldations of the aggro:gates, the relative clualntily ofeach ingredient, and shall state a definite percentage for each sieve fraction of a};g',regatc and for asphaltic:. cement. No job-mix 1,01111u1a will he approved which does not permit, within the limits ol•lhe muster range, tile, full tolerances Specified liar asphalt cement and for material passing the No, 2110 sieve. 'fhc juh-nlix fol'mula approved for each mixture shall be in CITcct until nlodifiCd in W661114 by the 1 ligilIM'. When satisfactory results or other conditions make it accessary, or should al soul•ce of material be Changed, a new juh-111ix f01'11111Ia nlaly he required. The L"ligiliccr may make adjustnicnts in the,job-mix !ilrinula in ordc►'that the mixture elects established criteria ofthc Marshall mix design. The 11mxinlum time a jots-nlix will he used will be two (2) Construction scasolls. 'I'S-7.3.3.2 Omit Section 30 1.3.0, 301.3.7, .301.3.7.1, and 301.4. TS-7.3.3.3 Commercial Mixture: A comnICI-Cilll niiX may he used ifapprovcd by the l:?nginccr. TO request approval of a commercial mIX,the(.'ontraclor shall submit to the Fliginecr talc proposed mix proportions, sources ol'nu11CI'Mis. Marshall properties, and a list of projects on which it has been used, TS-7.3.4 C'ons[ructioll Requirca»clits: TS-7.3,4.1 \ve")tllcr Limitations: f31tumillullS 11liXtUNS Shali 1101. he placed: (i ) when citltci' the air temperature,;or the temperature of cite surface On wIuc11 the 1111XttIre 1.;to he plaiced is below 40L V. (except that hasc cout'scs 3 inches or Inure in thickness may be placed when the air temperatlu'c is 351`, I'.); (2) can any wet or f-w.cn surface; or (3) when wcathcl• condiliclns prcvcnt the proper handling or finisliin,! of the mixtilrc. Mixture shall not be placed during, inclement weather. TS-7.3.4.2 -A shfia,l 1 he asphalt plant or plants shall Irlect the rc:(1uirenlents or Standard Specifications Section 30 1 A III,Int ealiI)rat IoII sII,III bc the sole responsihiIity oI*tIIc Cotltractor. TS-7.3.4.3 1'r't!p;iri1lic)(l 01"11X-NtixlurC: Preparation nlixtln•e shall bC ill accold;lllcc with applicable portions ofStanclard SI)CCilications Section '104.0-1. 1 throuf_;h 4(4.(1.3• Transportation of, the mixture shall conl,lrnl to Standard Specilications Section 301.8. All adcglMtc numhrr of trucks to provide constant supply ofmis to the laying machine shall he used The locatioll ol•thc plant shall he close cnollull to the project that excessive Cooling dons not occur. The provisions ofStan(lard Spccilicalions 301 .9 mid 411,71.0.3 sllall he met. TS-7.3.4.4 Sprcadiit .-tl�c_ 1i t�i�e; Asphaltic mixtures shall he spread in accordance with Standard Specifications Section 301 .9 and 301.9. 1. Allowance shall he made 161- the Slope of'Ihc outside edge so that the finished lot) dimensions match those shown on the plans. ` lIc curb and glitter shall he used as a grade reference lily the automatic screed control. TS••7.3.4.5 Compaction: Rolling shall hegill as soon as practicable alter the spreading. The Contractor shall submit to the I.;IIgIIICCI-the I-ollillg SySIClll Ile propoSCS to IISC Or the compaction of'the mixture. Rollc;rs shall he in good condition, capable ofoperation without backlash. Steel wheel rollers shall be equipped with scrapers. All rollers Shall have a I'll fiction illg water system IOI- moistening cacti roller or wheel. Base course Shall he compacted to 95`0 of laboratory density. Surface course shall he conlpactud to 98"0 of laboratory density. TS-7.4 Ashllult,je This wort; shall consist of asphaltic concrete surlace course• TS-7.4.1 Materials: Material shall conlilrn-I to the applicable Sections of' Standard Specifications (61. Highway Construction, Sections 401 , 403, ,lad TS-7.3.3. 1 for Grade AC«o, Grade AD(w and TNpc ACRi Cxccpt as nlo(lific(I hereto. TS-7.4.2.1 Gradation Max I)csirrd N"lax Desired Cira(hltioll Linlit Gradation Limit (iradaliorl Passitlg (iradc C (iradc. C Grade I) (;ra(lc I) tl> sieve., I(tl) I t1U 100 100 2" 80•-100 88 95-1(10 1 G No. 4 40-65 52 60-90 70 No• 10 30-55 4() 35-65 45 No. 40 5-25 1 fi I0-30 )o No. 200 4- 12 8 4.12 8 '►'S-7.4.2.1 Gradation NOTE: T] gradatioIIs ol'fhe aggregates will he lei crnlincd Irons ::anlpIcs taken Crorn file Itch bins. ATypc Cw, Pass :3/4-inch sieve I DO ... Pass :3/4-inch sieve, retained on 2 -inCh sicvc 0 :3 Pass 2-inch sieve, retained 3/8-inch sieve a 25 Pass 3/8-inch sieve. retained on Nu. 4 sieve 2 45 Pass No, 4 sieve, retained on 1`4o. 10 sieve 7 20 Pass No. I O sicvc, ret,►ined on Nn. 40 sieve 7 2(1 Pass No. 40 sieve, retained on No. SO sieve 5 20 Pass No. S) stew, t'ctautcd on No. 200 sieve 3 18 Pass No. 200 sieve 4 10 Asphalt Cement 3.5 7 I'S-7.4.2.2 Aggggate 1pT. -ipllahic Concrete: Shall conlbrin to the applicable sections of'the Standard Specifications liar I lighway construction with the additional requirement. that supplier shall crush and stockpile 50`%, ol'the needed approved aggregates prior to placement of ally asphaltic basC of pavement. TS-7.4.3 Construction Itcdui -cnlent.s: Construction rcdnirenlcnls shall he specified ied in TS-7.3.4 as anlelxled herclin. CS-7.4.3.1 Weamler Litnitatio11s: Wcathcr limitations shall he as specified in TS--73.4.1 except that no asphaltic concrete shall he placed when the tclilpa'aturc of the aft' or the surface on which the asphall will be placed is less (hart 401" U TS-7.4.3.2 Spi-gm ing: Spreading 01'01C mixture shall be in accordance with ,Scctions TS-7.3.4.4 except that automatic screed control shall not be used on the surlace source unless directed by the Filgineer. TS-7.4.3.3 Con�itilercial-Mixture: A Coll)mercial mixture may he approval lilt- this work In accordance with TS-7.3.3.2. TS-7.5 "hack Coil: A Tack, Coat will he rccluircd over- all cxistinil pavement to be overlaid andhctwccn each lilt of file new asphaltic concrete pavement unlcs,c the prcc;cdini; lift has been protected froill all dirt and traf,lic since its placement. Tack Coat will be placed tiller Cleaning and pl•cparing ol'the sul-face is complete. Application role will generally be U.I U to O.1 5 f;allorl per square yard as directed by the Engineer, 'Pack coat material shall he RC-70, SS-1 or SS-A I I utlless otherwise approved by the C?ny'irlecr. There will hC no direct payment for tuck Cont. This work will he considered siihsidiary to the asphaltic concrete pavement or hasc. TS-7.(i Nlea silrcnlentai1d,_Pilyptcnt: N"IcasurenlCnt will lie made for the various type of pavement as per the itemized hid 116rnl. WIIC1•C CXistille, ptivcnlcllt is hcil)g overlaid, paynlCnt will he fill. Lust Leveling Course per tiro and for Surface Course per square ,y.lyd as shown on Ill;ans. Where a I I ilew pavcnlcu( is to he conslrtictc(l, p;lynlcnt «ill he,, made per square yard Oi'11111-depth hasc and surface course per typical section. Payment will inClud(. all CO SIS ofclCaninF!, CNistinE, p;IVUnie.nt (it' previously laid HIS and all costs o!'taek coat. TS-8 PORTLAND `1'I',('ON('1Z('1'i _„f'nVI,N1_I?N'I TS-8.1 Portland (.'cill(:nt Colicl_ctc: The work shall Cauforni to the relcrcilmi portions of AMissouri S1,111dard Specifications('1) as modified hcrcin. TS-8.1.1 materials: Materials shall coil n to Section 501 ,)- ol'th.:AStandard Specifi cat ionsCi as modified hcrcin. Tinting material as specified in Section 1050 will not he used. 501 .2.2 Mix Design. Delete Section 501.2.2.1 and `section 5111.2.2.2, 501.2.2.3 Use Class A sand only. Mix shall conlnln not less than 0.5 sacks of ccmcnt per Cubic yard. 501.2.4 Consistency. Delete Slunlp tablC and IM111graph 501.2.4.1. Hold slump as low as possible, to allow proper plaCCnlcnt ol'COncl•Cte, MaXiI11U111 5I1I111p lol' paVC111CI1t, Cur), or Cur) and glIRCI' ,hall he 3". All concrete shall he air entrained in accordance with Section 501 .7 illCluding paragraphs 501.7.1 throu-Ii `101 .7.3. Air content shall he between 4`/0 and TYO. All concrete, for curb and i utter and concrete pavement shall contain not less than 6.5 sacks cement per Cubic yard. Actual mix design shall be prepared and submitted by the('onlractor to the Engineer for his approval. Stthrlliltal shall irrCludC source and properties of all aggregate, source of* cement, proportions used, slump, an• content and rc-sults of breaks ol' 5 test cylinders. Cylinders shall he broken as follows: at 7 clays at 2S days Prior to starting project, contractor shall ohlain ill the presence ol• the Lrlgincer, representative samples ol'cenicisl, line and course ai!,gregalcs 161,test. The.samples of* material shs:ll be c)I'thc sire designated by the I'llginecr and shall be submitted to ail approved lahorrctory fin• testiclg. I'he t'c)ntaetor shall slihncit Icrr the i;ngincer-.s scpproval each.lob-Mix li)rmula. The niaxinsucn time a .loh-N-tix will be used will he 2 construction seasons. Minimum compressive strength, baser! on ASTIM designation t'-39. t'-31, and C- 192, 2500 psi at 7 clays and 4000 psi at 28 day:; lahorsilury ccucd, 1Y,14, less Ior.loh cured cylinders. Concrete may he either central mixed and delivered in a1)1)1'ovu.l trucks or play h.' truck nixed. Total elapsed time trolli time ot•cc)snhination ol•water and Cement until all of that batch is placed shall not exceed orlc hour. The use of csdciunl chloride will not he permitted. Other admixtures may be used only il'approvcd by the I?ngincer. TS-5.2 Portland C!cmc_nt Concrete Pavc_mcil(: This work shall conform to AStandard Spccificationsc�4 Section 502 and substitute the following: TS-8.2.1 Materials: Delete the last sentence ofScction 5012 and substitute the Following: Contractor will conform to the rcc uircuscnts of the )receding section o ' ! preceding tl_11 ( these spccifica(ion:;. Delete Sections 502.3, 1, 502.3.2, and 502.3.2.1 . Delete Sections 5023.4, 502.3.5, 502.3.0, and 502.3.7. Delete Section 502.3.1) through 502.3.13.2. Section 502.3.16 shall he changed to read as li)llows: Auxiliary HI(Impnlcnt shall he available at all tulles as I011ows: I. Two or nl(:)rc 1046ot straight edges of,all approved lyre. Glades shall be replaced when edges hCC011le wavy or warped. 2. Immediately hollowing (lie n-lachine Cloating and while tile. concrete is still {Mastic, the contractor shall test the pavement surface f6r trueness by means of a 10-fool straightedge in contact With the concmtc surface parallel to the pavement centerline, and drawing the straightcds;e liti lily across the surface. Advance aiong the pavement shall he in successive slages ofthe more than one-11.111,111C. lcngth of*tile All variations shall be elinlinatccl by f lIIiIII,, depressions with freshly mired concrete or striking,o1,1,projec:tioils, and the areas so corrccicd Shall be consolidalcd a11d lefinished by means of a long-handicd Iloat• 3. Sufficient burlap, watcrprool'paper, or plastic 111111 161' the protection of the pavement in case ofrain or breakdown ol'curinYt, equipment. 4. Joint Scal shali confirm to Section 1057 of the 1980 1MiSSOUri Standard Specifications fir 1}ighway Construction. I land, placement and finishing, as spec:ifiecl in Section 50-1. 10. 1 will he permitted. TS-8.2.2 Construction Reollirements: Delivery tickets shall be provided the ins pector in ;tccordancc with Section TS-6.2.1 of this specification. Delete Section 502.5.3. Section 502.0 - Conditioiiu.of Subgr de, Refcrclwes to other sections shall be re('ercnccs to those Sections aS amended by these Specifications, Delete Section 502.7 and paragraph 502.7. 1 . Deletc Section 502.9 and paragraphs 502.9. 1 and 502.9.2, I)clelc Section 502.10.7- Station Nun-Ihers. Section 502.10.9 bland l inishing will he permitted on the project. 502.16_S1i,jjj orm Construction. This type of'collstruction will be allowed on this project. The provisions of Section 502.16 and the succecdrng,paragraphs as amended herein shall apply. RefcrenCCS to otllcr sections of the MISSOLII-i Flighway Specifications Shall refer to those sections as modified by thctic Specifications. 5o2,16.1 Suhvrade and Base. Dcletc all rcicrcnces to agpl.cg; ltc base. Pavement shall he placed on cart.h subgrade and the p.tver Mid check template shall also operate on tits subgra dc. Delete Section 502.17 and paragraphs 502.17.1 through 502.17.5. Cores will not be drilled on this project unless required by the 1:11,"incer. This will r only be done il'clouhl as to the actual thickness mists. Normally edge Ihiekness will be used ;ls it 10111;11 check on constructcd thickness. M 11aveincllt thickness will he considt"Icil to lic dr-ICvn Ihiclows';. PS-8.2.3 M casurclllclit and 11ayllIclit SIMII bC in accordanCC \� llh `LTII M nS ;,(►'.I'S and 502.1') of, till: Standard Specifications as amended by the I(d1 l vingi If(,orvs m-c taken and Ow thickness 1'Mrlld to be delicMit Illc p1o\ islons of ~102.1').I thrmigh 51,)2.1').3 shall apply with the exception ol'"I'ype AA�,. curh and };utter (scc typical section for end details and thickness) which shall he nlc;lsllrcd oil the Masis o!'lilIC;u' 6CCI corlslructed. d'aylllcnt shall he continuous through residential drive appro'Iches and shall Include the hookim-1 up ol'Cxislilll; house draills (hat now CxlCUd to (bc slrccl. TS-') I,A\VN IZ1.1'MR AND SEk"DIM is ►Crtcral: A II areas distut'hed by the Couslrucliun Shall he.' Ceded or sodded CxCCpt Col. paved alvas. Sec plans lily areas to bC sodded. 'I'S-9.2 1.1111-1-1 gr<<s.s „-So(i(.ling: Sod shall he planted in accordance with the Billowing 1'Cd11II'Clllclits, Sod shall he of'thC hest duality and when placed, shall he live fresh growing grass with sul,ficient soil adhering to the roots. Sod shall hC procured From areas where the soil is f'Crtile and Contains a high percentage of loamy topsoil and f'ronl areas that arc predominately bluegrass iIIILI (11,11, have hCl'I1 j!,I--,Ixcd or Illowed sufficiently to fol-Ill a dense turf. Soul'CC of soil shall he approved by file I .nginecr helore Cutting and hv'vesting. 'I'lle sod shall he transplanted within 24 hours iron the lime it is ha!'VCS(ed unless it is stacked at its (destination ill ❑ manner salisfaclmy to the Engincer. All soil in stacks Shall he kept moist and protected from exposure to the sun and From fi'culli ;. In no cvcIlt Shall I1101-C thall one week elapse hctwcell the time of,cuttillg and planting of the tioll. 13clorc placing or depositing sod on al'Cas to he sodded, all shaping and dressirlg of the areas shall have been Completed to the satisfaction of*tllc I''nuinccr. Top soil as spccitiCd in shaping un dI'essing, commercial Icrtilii.cr, grade 12-24-24, shall be applied wi d'ol-lllly at a rate ofnot less than 351,0 pounds per acre and harrowed lightly. Sodding shall follow immediately. After printing, (he sod shall be watered and mowed as I'Cdllll'Cd 1111(lI C011lpletion and icceplancc ofthc entire work. No sodding S11,111 he dOIIC during the pet'iod li'rinl .I1111e I to SCptCnlher 1, unless the planting sCLlson is ex(endcd by the cligincer. TS-9.3 Sec;di,n Allershapint;, placing;4"of lopsoil, and dressing ofareas to hesecdel have hCCI1 apl)r0VVd by the 1:n�;iueC1', n COMMereial lcrtiliier, gradu 12-241-24, shall be Applied at a role of'not less than 350 pounds per acrC. "I hc: ;u'Ca shall he prCpat'cd to receive the scud mixture by using I disc spikcr of olllel' sllltable implement. Secd shall then he spread at the spCCi f ied rate by dri 11, by hand seeder, by hri llioll seeder, or by otllcr approved sccdcrs. Secdin1l shall not he. clone during windy weather, or when the ground is li•c�r.en, muddy, or otherwise in a non-tillable condition. I Ali cstahlislled grass cover slmll he provided on all areas requiring seeding. Irrigation, mulching, ntowinl?, and ally other operalion liccossary to provide an acceptable grass cover shall he provided by the cotltrac•tor at no additional cost to the Owner. Seed shall be applied at the role ol,.tt►t►hounds per acre, The seed shall be composed Oki lllixture of 00"'I. ADcrhy, Rye 1.,rass, 20 creeping; fescue, and Bluegrass. Bluegrass Illay he cither Ranl I, 'I'ouchdown, or (ilacic. Seeded arct►s shall he rtlulchcd with straw at a role. of 1 .5 tolls per acre. The contractor Islay at his option and at no additional cost to the(:)wncr, provide sod as specified herein in lieu ofsccdinf; in rely or all areas required to be secdcd. Protection and Repair: The sealed area shall he free oftr;Iffic. If at any ti►llc before acceptance bcconles gullied or otherwise damaged,or the seeding has been damaged or destroyed, the affected portion shall he repaired to reestablish the specified condition prior to the acceptance of the work. TS-9.4 Sllbt111ttak TS-9.4.1 The contractor shall Furnish certifications in triplicate from the supplier or manufacturer of' seeds, sods, Fertilizers and all other materials furnished in accordance with the requirements ofthis Scclion. The certifications shall state that each material supplied is in accorclancc with these Specifications and with i specifically named state laws and regulations. The certifications shall have attached inspection or test reports of governing state agencies; applicable to the lot or lots of material supplied. TS-9.5 Method of Measurement: , TS-9.5.1 Definition of GradinglAmit: The lean ngrading lirnit(,�, as used in this Article, shall mean any of the following: I. The location of a line determined by the intcrspcc boll of the cut or rill slopes shown on the Plans with tile,, existillg surface, plus allowanc:c fm' rounding at suds intersection as shown on the Plans. During the course of the wort: the Engineer may direct that the L;radirig limit be elsewhere than as determined by the 161--going, and, in such case, the gr,tcling limit will be at the location as directed by the Fligincer. 2. For structures placed in excavations and Ilir pipes in trenches, five (5) feet outside a vertical plane through the otltcrnlost srrtaces of the neat lilies o1 r slit-lt structlnes c)t'ol'tIIC pipe~, I'S-9_5.2 `CC(liil g: 1�lcusurClnent will hu made ol,thc m-ea secded (horii.ontal nlcalsurcnlcnt) to the nearest 1/10 acre. Nlcnsuren►cnt \vIII not he n►adc heymid ,► 1111C .5 feet outside tllc. grading; hillit. MI'S-9,5.3 Sodding: measurement will he made ol'thc areas senlded(slope I►ICatillrcnlcnt) to the IIcarest Sol uarC yard. M cast rel1)cnl will not he nIadc beyond I line 2 Icct outside t I I C grading lin►il. 'I'S-9,0 linsis o(_I'ayili�i�l: 'I'S-9.0.I Seeding soddirly: The alnour►t of completed and acccptcd work, measured as provided sh,Ili he paid for at the contract unit price bid pe:r aCIT 101 seeding and at the contract unit 1)1'icc hid pCr s(Iuare yard 1101- soddilll., l'S-1O Itl 1NI:C>ltC'LI7 ('t)N('IZF;_I'l; 1)011131 1: 13U?( ( 'lJl_VI;:IZ'I:�, AND .ltl?,"I:AINING MALLS TS-10. 1 II: 'these iterlls shall be hid on the Illn► 1 suns basis to include: the necess,u' excavation l Y and the disposal o , any excess excavation material from the channel to allow construct1011 ol'thC fVOI)OSCII S111'elCtill'" aild all IIIAt(TI;Ik "Ind 1,11)01- to complete the construction ofa I 1 x 9 Reinlorced Concrete Double liox Culvert and all Retaining Walls according to the plans "Intl sp;.cificatiwls. I'S-10,2 Reinforced Steel for Concrete Su'uctures: All reinforcing steel to he used for this structure shall he deformed bars meeting the requirements of tic 1101lowing: (tirade Ot) ASTN1 n 015-70 Defo n ed 13illctt Steel Bars Concrete Rcinforcenlcnt. Reinforcing steel shall he protected from damage at all times. When placed in the work, it shall he free Cronl dirt, oil, paint, grease, loose mills scale, thick rust and other foreign substances. Rcinforcenlcnt for the top slab stlall he held securely ill correct position by means of approved metal bar supports and ties. Bars in the top slab sh,►II he tied al cacti lap (_)I' crossings or closet•. Care steal I he taken to maintain proper clearance between the forms and the reinforcement. The steel shall be tied in correct position and inspected helo1-c any concrete is placed. Such inspection will not relieve the Contractor of'his responsibility for constructing the unit ill accordance with lie plans. 1'S-10.3 11prliling: Farnls 1101' concrctC shall he built true to Ihu lines and grades designated and be mortar-light and ol'sound materials adequate' to prevent distortion during the placing r and curing oI'col it,reIC. All rorlcretc shall Itic 1i01-nlcd uIIIcSs othcl-wise specified. I I' chtr•ing or alter pl;.lcing tilt concrete. the 101*11ls salt or 1`11111 T, tilt cuncretc affected snail be removed, the 1,01-Ills realigned and nccv cc;nrrctc IlIM:cd. ('ollstrllction canlbel• to take care o1'shrinkage or settlement inlp;til 11W the slren1',111 ol'the. structure by tile reduction of'clepth will not be pernlilted. The li)rnls shall be designed I0r a Iluid presrmre of 150 potillds per cubic foot on horizontal surfaces and 30 pounds I,cr square G)ot on Vertical surf,lces 161.impact and 1'S-10.3.1 Face 1..111llhcl• o(' forms (01. exposed surfaces ot, concrete shall present a smooth dressed surface lice of loose knots, knot holes, and other LICI'Ccls. 'I'hc spacing of supports and the thickness oflace luulhcrslu111 11,MT ;t Illlillmum nominal thickness o1' one inch for solid 111111her of. 5/8 inch Im plywood. Forril materials shall be placed with horizontal joints. Triangular moldinr:, smooth on three sides and having 3/4 Inch width oil each of the two 601.111 sides, sh;dI by used to bevel all exposed edges of the structure, except where special bevels are shown on tilt: plans. T'S-1(1.3.2 F91-111's-Re-used shall he in good condition. Form lumber which is unsatisfactory ill any respect shall not be used. TS-10.3.3 DCS11-,n and (_onstructlon of_{`o_rillti pernlit their removal without da111<1ge to the concrete. Coflcrdarrl braces or struts which will extend thr01.1gil any exposed concrete section will not be permitted, {'OI'111s 1111de1'CC7I,Itli',S and around offsets nrry be given a draft of not I1lore thall ollc Viet] per loll( to I)el•lllit removal without damage to the concrete. For narrow walls where access to the hotlorlls of the lorrlls is not otherwise obtainable, all opening shall be provided so that chips, dirt, sawdust, or otIlCI' extraneous n1,11C6al nlay be renlovccl i fill)lediately prior to placing concrete. TS-10.3.4 'fits and sm-caders and all metal_ahpliallces used inside o1' forms to hold them to col-rcct alignment and location shall be so cortstrueted that after rerlloval of forms,the metal play be removed to a depth of at ICaSI one inch below the surface of the concrete. Metal lie Pods Used inside the 1,61-Ills where concrete will have an exposed r surface shall Ilea type which will not produce a cavity at the surface ol'the concrete greater than 1-1/2 inches in diameter. Bolts and rods; used as tics shrill not be removed by pulling them through the concrete. Wire ties and pipe spreaders w0l 1101. be permitted, and metal or wood spreaders which are separate From Ior'm ties shall be removed as concrete is being placed. A hull-throtlgll method of supporting f0rnls for massive substructure units play he used with (lie approval of the f_',ugincer. No form tic., shall be embedded in concrete above the I-midway surfilce oil bridges. `I'S-10.3.5 Cavities produced h y the removal of metal tic rods shall be c�u•elllll filled with I > Y mortar composed of;lpproximately one purl cement to two parts sand. WhiteCenlent Shall be added to the mortar i I'necessary to obtain the required tenor. In order to roduce the shrinlulz,e, 110 mortar shall he placed in the cavities until 45 minutes after Ilse initial Illisill).". In liell ol'Ihl: above, illy ilpp roved lioll-sllrillkinp, Iloll•slal Ili III! type of mortar may he used. Aller tilt` Cavitics are IiIICd, the surf°acC shall he ICII snu6olh, even, and 111111;61-111 in Color 1111(1 lexllll'C. TiC 1'ud CaVI(1CS ill Snrlilccs against which haCklill is to he placed Shall be filled with rllortar ol. an approved plastic Compound Illecting the 1-cquirements ol'Scctio n 107.3. Patching of tic rod cavities Ill the interior sill-kaCes ol'hox tfrin(ICr, will nut he I'C(puired, l'�S 1(.141 Portland ( 'elllent ('oncrctc •Phis ilenl shall Cu111i6rnl to the Missouri Standard Specifications 1161. highway Construct ioll, Class 13 Concrete 1x1111 it Clas`i llcation oR Iradatloll D. Osage (fiver Gravel. Dine aggregate shall he Missouri River Sand, Class A. It shall he a 5.81 bad; mix with im air content ol' I'Our (4) to seven (7) percent. Finish fM. hottonl.slah shall he travel alld finish fit' top slah shall he broom. f S-10.5 1,'xcil\"Iti()1i The contractor shall he responsible I61-excavation required to complete the proposed structures in place. The contractol'shall establish a sound beddilg heli6rc pouring the bottom .91,11) and toolings. I'S-10.6 Tcstilu, of,Portland C'cmcnl_Concrete The contractor shall perform or have performed the I01lowing tests to insure the 1 strCngth ol'thc structure when Completed. Such tests ill ilo way relieve the contractor oHiis responsibility for the construction ol'this strlCturC Mid its acceptunCC al1CI-final inspection. (Payment fen' this item will he included under the hid item (i)1- Double Box.) '15-10.6.1 Sltlillp "I:cst: Slump 'I'csts shall he taken during each pouring and shall not he less than 2 inches and not more than 4 inches. TS-10.6,2 Comm-cssion_Test: Cylinders 6 inches in dianlctu1- and 12 inches ill height shall he used in de(el'lllillil)g the CunlprCssive strength. The contractor shall make I cylindcr per 25 cubic yards poured, '1)S-I I CRUSIIFI) S'fO_N_Ii, DRIVFWAYS; TS-1 I.1 C'RISIlCd SionC driveways shall be Constructed in accordance with the details on the Plans and will) the 1'ccluircluerltS of tilissouri I-ligh4vi►ySpccilicall(ins Svclion 30.1 1161- IIggl'eg,IlC 1MSC 1.(6115(, eXCCpt that (ill; provisions 101' Ille,lsu c11lent and payment therein shall not apply and except as modified in this section, r TS-11.2 Type I TS-11.3 The 1-Cquired thickness may be comparcd ill one layer. Required density of compaction shall he not less than ninety (90) percent. TS-11.4 Where practicable, utilize tell 1porary surfllcirl', rllaterial as suhhase to improve stability of'crushed Stone drives and to recltlec atrtonnt Ol'Added nuttcri ll required. , r "I'S-1 1 .5 C rtlsllecl stone drives sl►al) he carefully l:;raded to drain. 'I'S-1 1 .6 Nicasurenlcnt of Crushed stone drivcs shall he to the ncal•est 1 square yard. 'I'S-1 1.7 Payment Shall he at (lie unit price hid irlclucfing all labor, ccfuipnlellt and materials to construct the c0111plete including subgradc. preparation. TS-12 R11' RAP: TS-12.1 (:;CoUT11: Rib 11111 shall he furnished where provided on the flans or what otherwise directed. Rip rah shall be durable limestone meeting the requirements of'Missouri Highway Specifications Sections 01 1 .31, 61 1 .3 2 and 611 .33 for l'ypc 2 Rock Blanket. The minimum laver thickness shall be one and one-half'(12) feet. The surface of, rip rah shall he flush with the surrounding finished earth grade and grouted. 0� TS-12.2 Insoeooll: The Contractor shall notify the Engineer of the source of'rip rah prior to its delivery in link to purnlit its inspection. TS••12.3 measuicrllcllt_and_Pavnient: Rip Rap will he measured completC ;ul(l in place to the nearest Square 'Irrd Of SL ITUC arch (SIOhC n1caS111'Clllent). 1�a)'111Cn1. al the l!nit 1)I'ICe bid will he full compensation fi)r all costs of'cxcavation and furnishing and placing rip rap as shown on the plans and specified herein. TS-13 ROCK I?X('A\'A'1'1ON: "IS-13.1 General: Should rock he encountcrcd in two or more ledges, each Icdge being more than six. (0) Illcllcs thick and with interlying strata of'carth clay, shale, or gravel not more than h clve (12) inches thick in cacti stratum, the entire volume between the r te:lp Icdl,C and bn1to I11 of tllc bottom ledge will he classified as rock. (Sec Article TS- 2 for detail specifications.) 'I'S-13.2 l,Isc c1f'_f_.XI)IO�SiVUS: Whcll explosives are used in the prosecution of work, the Contractor shall use the utmost care to prevent injury to persons and property. All explosives shall he Stared and used in a sale 111a1111c1• and in corllpIialice with all existin;-;statutes and ordinances and all places used f'or Such slor•age Shall be Imal•ked clearly ADANGF1:OUS I'.Af'1,0Slv1?Sr,,;. The Contractor shall warn all persons in the vicillily clfthe danger area when explosives arc being used. The Contractor shall r i s,Ivc the City and its al',l'I1lS, ol'lis'ers, albs c'lllplovccs harinless (•rlllll ally claim growills1,out of till' Use of StICII cxplc)slves. kemoy:ll of "Illy hell► or 111,11crial elf illy mature by blasting shall he done ill such luamlcr and at such tiny_as to avoid damage aClccting the integrity ol* the design anti to avoid elanlaZ;c to ;Illy rlew or existing struc•turc included in or adjacent to the work. Unless the plans, special provisions,or the 1`111"heel' restricts such operation, it shall he the Collt•aclor--s lesponsihilit,y to determine it nlclhod ol'operatiorl to irlstin: the cicslrccl I•esrilts and the integrity ofthe completed work. Blasting will not he I•lerluitled until a Contractor has oh(aincd prior' IIlstirallce alld has obtained a perillit Iron) the City fire Depal'1111elit TS-13. tileaslil'clllcllt a�ld I'ayi»enl Rock exC;IV 11 ion s11a11 he hits on 111111 price per cuhic yard Mill final payment shall he based oil ticld nlrlsurcnlcnt. (lock is de incd as hcinti; sandstone, limestone„ chert, grallltc, slllstonc, clllart%etc, slats,', shine, occurring III It.,; natural undisturbed state, hard and unweathered or similar nlalcri;ll in masses more than 1 2 cubic yard in volume, in lodges six (h) inchcs or more in tllickncss. IS-14 .,SANla'AIR)'-tiI'-Wl IZ f�.l_�,I11S'I N1I`..N- 'ti: I'S-14. 1 Ad tisting_�ind Rchti_ilclii� h1alilic�l�s: TS-14.1.1 General: I . Mach existing storm or sanitary sewer manhole cnco till tcred within the grading 11111ils, whether or not shown on the flans, alld which is to he len in service shall he raised or lowcrcd to the new Z,radc and slope. 2. All construction work in connection therewith shall he in acccrrdance with the applicable details on the manhole sheet of'the drawings. Manhole steps shall hC properly reset and spMccd. All new construction with hrlck shall he given a (VI) inch mortar coat on the outside. All new construction with brick or precast concrete shall he given one heavy coat ul'eoal tar paint. 1 3. In areas to he paved or surfticcd the wort: shall he accomplished and protected in such a planner as to not crc;Itc a t•al•lic hazard and to provide fior proper construction and Compaction od'the sub-i.radc and pavement adjacent to the Illanhole. 4. Pi'ccautious shall he taken to drop no dchris into the bottoms of,I11a11I101CS. Any debris so droppccl shall he immediately removed to prevent being washed down the sewer line. S. The C'onlraclor shall verilj? fill' himself• the lopes of (011St•uetioll of the existing; nlallholes. '1'S-14.1.2 I.owct•i_tig 1\1..n1lllolcs: I . Wherever possible, the rllzulhole shall be lowered without resetting or rchuilding the colic (this will he classilicd as AAdjust Manhole to Gradc(n'), tit ilir.inI, one or both of'(lie foII owl III! method~: (I ► Remove existing;straight neck brick or precast concrctc ring; sections and lower existinf, cast iron ring and cover., (2) Remove cxislim, cast iron ring at►d furnish and set shallow type cast iron ring, •1 ypc 3, as shown on the flans, (nlachinccl), or cgtlivalcrlt. designed to receive existing cover, 2. When the required lowering is greater than can he accomplished as spccilicd in the above subparagraph, the wort: will be classified as "Rebuild Manhole to (bade", which shall be acc1111lphSlled by onC of tllC Fi)llowing methods: (I ) Precast concrete shall be removed and reset, removing one or more precast concrete rings below the colic, Furnishing any necessary shallow depth straight concrete rings below file colic of- concrctc or cast iron adjusting rings above the colic. The existing cast iron ring and cover shall be reset, or, if necessary, a shallow type ring shall be lurnishcd as specified in Item 2 ol'suh-paragraph S-14.1.2 (a). (2) Brick cones shall the.torn down tlnd rehuilt with brick, usingeccentric or concentric colic as required to meet dear mcc conditions. An eccentric colic is prefcrt•cd. Taper on walls shall not be rllorc than twelve (12) horizontal to forty (40) vertical. The existing cast iron ring and cover shall Ile reset, or, i f nccessary, a shallow type ring shall he llu•nished as specified in ltcm 2 of'subparagraph S-14.1.2 (a). 'CS-14.1.3 Raisint,Manholes: 1. Wherever possible, the manhole shall he raised without resctting or rebuilding the colic. This will be classified as Aadjust Manhole to Grade@. This shall he accomplished by adding adjusting rings of cast iron, precast concrctc or brick; or an appropriate combination thereol; and resetting the existing cast iron rinf; and cover. The nlaxinlunl allowable height of straightncck section, measured to top of'cast iron ring, shall be twenty-olic (2 1 ) inches unless other•,vise direcicd hat the Engineer. 2. When the required raising is greater that► caul be accomplished as s lccified in ' I the above subparagraph, (lie work will he classified as ARchuild Manllole to Grade("), which shall be accomplished by one ol'the lilllowing rtlethods: ( I ) Precast colic retc cone shall be removed and reset, adding otic or Inore precast concrete rinks below the colic, Furnishing ally necessary concrete or cast iron ad,justing rings above tile Colic. Tllccxistillgcast iron rind; and cover shall be reset. (2) 13rick cones sh;lll he tor11(lown ,11111 rebuilt with brick, using eccentric or collcenlric colic as required to mect clearance conditions. An eccentric colic is preferred. Taper on walls shall not be more than twelve ( 12) horizontal to forty (40) vertical. The existing cast iron ring and cover shall be rescl. I'S-14.1.4 The Contractor shall f ll•nish ,ill materials required for adjustIlIg and rebuil(lillg manholes. Suitable materials salvaj,cd Iron) existing manholes may he reused as heeded. Il,dircctcd to rcl)lacc any cast iroll Itclll fotllld to Ile unsuitable through no Ccault of the Contractor, payment lily the materials only will be rlladc in accordance Willi the I)rovisions ol'Regulations of the Contract Article I C'-21. I'S-15 UNI)I RDRA_IN: TS-15.1 General: The Contractor shall install underch•ains where directed. Nonc are shown oil the Plans. I le shall have an available source ol'underdrain materials so that they can IV quickly obtained when It Is determined where and if they arc required. Flowevcr, such naterials shall not be ordered until directed by the Ungincer. Underdrains shall Ile installed only at locations as directed by the E'llginccr. TS-15.2 Materials: 1_ _ Pi )c forUndcrdrain: AMissouri 1-li shwa IS )ccifications(1VScction 1022 Willi necessary fittings. Pille, fittings and shall be fully bituminous coated of cr labricatioll ill compliance with the requirements of' AASI-10 M 190. Diameter ol'l)crloratlons after coating shall be not less than onc-fourth (3) illcil. 2. Underdrain: Natural sand, mecting,, the requirements for Fine Aggregate, MC IB Section 4, TS-15.2 Instal nation: I . Installation of underclrains shall he in accordance with the details on the Plans, with ANlissouri Highway Specifications(w Sections 005,1 1, 605.12.1, 605.13.2, 605.13.3, and 605,l 3.4, and in accordance with the following items. 2. Undcrdrains will generally Ile discharged to the nearest storm sewer pipe or structure or to the nearest Glitch. Outlet in storm scwcl•shall pi-clerably he in Illeleel•I\v(e thIRI5 (2/3)0l'llillC hl'I1jll: ill dild-Ics, al millilllllll) o1'six (0) inclics ahovc holloln of ditch. 3. Freak into dotal sewer or drainage structure and ;atoll tlndcrdrain ill llillc Into is lily hranch connection as shown on the Phns. ( Isc graulttlal- 1111 ImIcallh Illldcl•draill llillc to b(Iltolll ()I Slul'Ill SeWLT (I'ellcll of S11110111'e exc•avall(eil. -1. A section(faun-perlierated llillc,ol'Icn±,lh as spcx:ilied by the 1:11 .ince►',shall Ile insla►Ilcd at the outlet cad, 5. Seal around underdrain with clay near uuticl cads to conl111C walcr Ill the llillc. 6. Iilr uncicrdrain shall he CollI acted to linal sctticrllcnt by ponding. TS-15. 1 M_CNISL R-111Ci.lt_ 111(_ Pity LURK drain pipe shall he nlcasurel per lineal• (oot complete including trenching;, installation, 1j,►nulnr 1111 auld Ilackfill. TS-16 I'AVI MFN1_MARK_IN( : cope: Furnish anti a p pl white and yellow thermoplastic rcllectorind pavement TS-16.I 5 _I___ I i ) � I I marking; rnaterials as indicated can the plans. Cold a��hlicd type shall he used fi.er all nlarkinus and shall consist ol'a holllo4�cno is, extruded, prefabricated material ofspecilicd thickness and width,which shall contain reflective glass spheres unililrnlly distrihutcd throughout the cross section, and shall r Ile applied to the pavcrllent surface by nlcarls ofa prc-•coated adhesive anti pressure. TS-16.2 Matcri >:Is: '['S-16.2.1 General: I . Materials will be considered only 11.0111 nl,ululaclurcrs ofrcf1ectorized plastic pavement markers and legends, who caul submit evidence of successful product use over the past five (5) year;, mider climatic condilions similar to that ol'the work Iocntion. 2. Mach work and symbol nlarkillu shall he supplied with a diagntill with each , section numbered to correspollcd with talc conlpleled layout. 3. The plastic marker shall mold itsell'to pavenent contours, hrcaks and latdts, ' 111c1•ely by trap hi : aclioll at I►ormal payc:lllclll tulllperallll•cs. The plastic 111a1•ker shall have resealing characteristics such that it will fuse with i(selfauld with previously applied markings oil' the same compositicln tinder normal i 1"S-10.2.? (' ►nip��sili�►i�eltc�I�lircl7l�_»ts: I , As supplied, the pla:,tic without pre-co'lle l adhesive shall not he ICSS than 11.00" in thickness. The edges simil be clear cut ;Intl iru� 2. Plastic shall he supplied conlpicte with a pre-c.oa(M adhesive Mid ;u► c;lsily remov,ibly hacking shall prntcc•( (he M111Csivc in s(oral.(' any) lacilitatc r;Ipid applicatioll. :3. The plaslic and its adhesive shall he snl7icienlly frcc +,f lack su Ih;►t it c;ut he easily handled without the prulcctive hacking, anti he re-p0si1i0IICd on the sill-lace to which it is to be applied, hclorc permanently fixins, it in this position with a downward pressurc. TS-1 6.2.:3 1'Ilysjcal_IZc(luirci»c�nts: 1 . Bend Test: The plastic shall he of such a structure that at a tcnl lciature of I 801', a piece of ,3" x 0" (with backim4) placed upon ;I I" diameter mandrel, !llay hC heist over the nlanc(rel until the Cild faces arc pandlel and I" apart. There shall be 110 fiacturc Hiles ;,pparen( in the uppermost surface by visual inspection. 2. Reseal Test: The plastic shall reseal to itself•when tested as Specified. tut I" x 3" pieces of plastic. Ovcl•lap these pieces face to face fol• all area of, I sq. in. on a llat Sled plate, with the backing material remaining in place. Center a 1,000 gram weight over the I sy, in. overlap arca, and place in an oven at 1901:' .i. 10" F 161*two (2) hours. After cooling,to room tcnlperaturc, the pieces shall not he separable with tearing. 3. Glass Sphere Retention: 'I'hc plastic Shull have glass sphere retention dualities. !1 2" x 6" specimen ol•plastic shall he cut at a right angle to the beveled cdl!c ;ill([ hent parallel to the hevc1cd edge of a 2" mandrel. While the specimen is bent, ;I strip of 2" wide masking (alit; (such as Uti(itape, nlanllfacturcd by Pcrn►accl) sh;►ii he applied Gristly alum, the Icligth of(hc m•ea o(•nlaxinlllnt bend and then removed. Should any glass spheres rcnl;Iin Oil (Ile IIMSk1111-1, tape when (hc strip is r,.nloved, the sample shall be rejected. 4. Skid Resistance': 'I he surface Iviclion of properties ol•lhe plastic shrill not be less than :35 B.P.N., when leslcd accordim, to ASTM F-303-60-1'. 5. Lateral Shock load 'Lest: A 3" x 6" plastic panel shall be applied to a 3" x 6" piece ol'carborunclunl extra coon: c cmery cloth,,. its quivalent, so that.3" x 3" MIcrl;►p occurs. "I he allpliu►tion shall he such Ih;►t a presaure of 5t) Il.s.i. is placed oil the panel Illy 30 seconds. The (walap ends shall C;Ich he clamped with one end ill a lixcd position; a sudden load (,)1*50 Ihs. shall he applied vertically to the other elld. t !pun immediate load release and examination, there shllll he no noticeable slipping;or fracture ol'lhc adhesive coating. This lest shall he conducted at a tell iperaturc ol'hetwecn 70" V. and 80" F. 0. Adhesive Shear Strength: Specimens shall he tested according;to the nlelhod described in ASTN/l D-038-011 as modified to test the adhesive shear strength. The samples shill he prepared Is Fellows: Plastic samples cut as described in paragraph 207-33(i), shall have applied to the adhesive lace a I" X 3" piece elf Carborillldl1111, Cxtl';1 eo;ll'SC CII►el'y Cloth, Or Its e(IlllVaICIII, SO that thcrc is 1 Sq. M. overlap at one end ol'the plastic specimens. A pressure of 50 p,s.i. shall be applied over this area elf a period elf 30 ;seconds. Load shall applied by gripping each end of llle test piece in a suitable tensile test machine such as a C)illon or Scott Tcstcr. The average ol'the load I'cgl.lired to break the adhesive bond shall not he less than 10 Ihs. The speed of testillg Shall he 0.25" I)cr rllinuU . The test shall he conducted at a (cnlpemturc of between 70" F. and 80" F. '15-16.3 Stthnlittals: The Contractor shall lilrnish a manufacturer=s certification, in triplicate, attesting I that all materials supplied conform to the requirements oI these Specifications. The certi(ication shall include, o►•have attached, specific results of laboratory tests for the spec)(led physical and cliciniCa1 I)rOI)CI'tCS aS dctCCIIIIIlC7d from samples representative Of the lot Or lots of-thermoplastic Compound, glass spllcres and rcflcclorircd plastic marker material supplied. TS 16.4 Measuring and Preniarking: The Contractor shall (10,111 measuring;uld pre-marking reduired filr application of the pavement markings. TS-16.5.1 nhhlication_l Nuircmctlts: Cold a) plied thermoplastic materials shall he applied to clear,dry pavcnlent surfaces, II free ofdirt and I01-eign platter, by removing the release paper and placing the plastic on the surfilce with continuous; pressure for a period of about 30 seconds, then Permitting traffic to pass over it. The pavement temperature shall he 601', F'. or Over, tulless special instructions are supplied by the Illanu(acturcr lily application at tcnlperatll'cs below 001'. 1'. TS-16.5.2 The nlanulacturer shall Supply detailed InforillknOil corlccrning any special application proceclllres. Any necessary activalors foe.the adhesives or various special coatings 1,61. dil•lerc ill pavement surlaecs shall he suppliccl. r I'S-16.6 Method of rifunsurellicttt: Mensurcrllellts of the marling arc Liven on the Mans rill' ill 161'lllalirinal Ilse only. TS-16.7 Basis of_P(lyrlicill: Payment lin•pavement Markings will he MadC at the cunU•acl 11111111 suns hid 111-X(,111(1 Shall include all material, labor and incidental items necessary to complete the work as Shown on the plans. TS-17 OmI TTI?I) "f'5-18 TRAFFIC IC ,SIGN_AL S: 'TS-18.1 General: All traffic control signal ctluipincnt, materials 1111d C011SlrlIC0011 1110thods relating thereto shall collibrin to Section 902, A'Traffic Sigualsce� of' Missouri SYuncleucl,5f�c c i%rrcrriuns fr,r//ig 1wcr_l�C onsIrrrclion, /986, except as amended by the additions, deletions, and substitutions of' this Article. Where any section of' tile. Missouri Specifications is SO Modified, tilt unaltered provisions shall remain in cffcct. Whenever this Technical Specification shall conflict with the Plans, or the Missouri Standard Specifications, these "Technical Specifications shall govern. TS-18.2 ScpLlp: The work of this section shall consist Of` 1111•nishing and installing traffic control signal equipment and Materials as Shown an the plans, as set out in these Technical Speci 1 icatIons and as directed by the C)wncr-s authorized rcpresentative(s) to result in a complete and finished.joh. "I'S-18.3 Section 902.3 hMatcrialscco of the 11ILssurrri ,5'lrrrlrlcrrcl .�'�cci icrrlir,rr.s ur //i rhl/a 1 C'01IS1ruCirul is rllcltlificd by adding the following paragniphs: 1. Section 902.3.5.1, AMulti-Conductor Cahlc(t!), shall he amended by the addition of the 1,61lowing: (i ) As Sul acceptahle alternate the Contractor May uSC 1111.11t1COMILICt01' cable 11lecting the requirements o1• International Municipal Signal Association, Inc. S1lccilication No. 19-1 (1907) for Polyethylene- insulated, Polvvinyl Chloride Jacketed Sig11a1 Cable. 2. Section 002.3.5.3,"Induction Loop I)etcctor Cable", shall be replaced by the following: (1 ) Induction loop detector cable shall be No. 141 AM,', Tl f}VN or TI MN, soft drawn, stranded copper wire encased ill a 1/41-inch OD vinyl tube with a Millilll(1111 wall thickness of, 1/32-inch. TS-18.=4 SccIioI1902.4, AI?cltlipnlcIWo�, ol`the Alissouri Simi(It o•tl,Sjwci/ic•Bons frrr Ili."lllt cr►' Construction is modified by adding the (i11lowinv. paragraphs: 1. Section 002.-4.1, -Signal I Icads" shall be anlclldcd by adding 111e following: ( I ) The housing, signal hardwarC, visors, louvers, and icnses may also be polycarbonale. (2) I ttnips (of. siplal section optical units shall he 11lrnished by the Cotl(ra('tor as lifllows: 1.01111s l i i r I .2--i M7 II I Icnscs~hall be 150 watts. All other lamps s11a11 he dear 110 watts. Signal lamps shall be nlininlunl li fc rating of 4,000 hours,guaranteed by the nitlnufacturcr. I ic.lrir.clrltally nloutltccl lamps shall he installed with Illc open scgnicnt ol"lhe lilantcnt up. 2. Section 902.4.4. "Power Su 111 Assembly-, shall he amended by adding S II Y b the lollowilig: (I ) The circuit breaker cabinet as detailed on the flans lilt the power supply assembly shall he installed on tile: existing wood poles as shown on the flans. TS-18.5 Section 902.5 AC'orlStl•uction RCd1JlrC1l1C11ts(w, of the A/issorrri Smndard ,Specr/icaliolls/or 11ii,hwgv C'onstrrrrlion shall be aInended by adding Ilie following: 1. Section 902.5.1,AI'tlll i3oxes acid Junction lioxcs,,o,shall he aniended by the addition 01'01C (i111c.>wil1g: ( 1 ) Concrete pipe, nlceling ASST 10 Specification Designation M86 lilt 1 non-rein(''orced or M 170 ('lass 111 lily 1.611,arced ol'suitablc length and diameter, and provide with cable hooks, may be substituted for other types of pull boxes with the ;lpprov;tl of the C)ss ner=s authorized rcIvescntative(s). (2) Expansion (Fast Ai3S (Acrylonitrile-i.uta(iicnc Styrcnc) thermoplastic Manhole Rinks and Lock (,Awurs shall specifically not be allowed on this proJecl. (3) Delete subsection 902.5. 1.4, (4) Junction boxes shall be installed at locations shown oil the Plats. Tllcy shall he ofthc sinus and designs as shown oil the Plans. (5) The Contractor, at his option, illy submit in writing to the Owner, pull hox o►• junction box designs with materials, shapes, attd dimensions deviating 11.0111 those required by the IlallS and specifications liar possihlc use on this projcct. The submittal and approval must he Completed prior to including;such deviating designs in the construction hid. 2. Section 902.5.3, "Conduit System", s11011 be anlCndCd by this addition: (l) Polyvinyl Chloride pipe schccluic 40, UI, approved, may be used In lieu of'rigid steel pipe. 3. Section 902,5.7. "Wiring", shall be amended by adding the hollowing: (1) The detector loon wire shall normally be No. 14 A.WG, TH WN, Stranded of a continuous length Crom the spliced connection to the pail'of'sh►ckled Conductors ill the Icad-in cable. The splices will be I)CI-illittcd in the length of*loop wire beyond the Icad-in cable spliced or-Controller terminal whc►i the loop wirc is Connected directly to the controller terminals. The loop wire shall be protected by a flexible vinyl plastic tubing of 3/10-inch ID, a minimum of 1/32-inch wall, 'ii-inch 0D. The tubing shall be capable of resisting deterioration 6.0111 oils and solvents. The tubing shall also be highly abrasion resistant and have a smooth bore_. The wirc shall be inserted into the vinyl plastic and placed into the slot with the number of turns as shown on the plans, or as directed by the Engineer. The tubing shall be ofcontinuous length 111.0111 the point of spliCing oftllc loop wire to the lead-in cable. No splices will be made in the tubing. (2) AI the time of placing thc: loop wirc in the sawed slots, the ends ofthc tubing shall be sealed to prevent any CntranCC of►noisture into the tlrl)Ing. (3) All lengths of loop wires and tubing that is not imbedded in the pavement shall be twisted with at least 5 turns per filot, including lengths in conduits and handholes. (4) The electrical splice between the loop lead-in to the controller and the loop wire shall also consist of providing a watertight protective Covering for the spliceel wires, the shielding on the loop lead-ins, and the end ol'tllC tubing containing the loop wires. The splice shall be made by the following rnctliod. I, Re11lovc 1111 lelcl-in rahlc r(►velin4s leaving fi►ur (4) i11chcs insulat.ccl wire czposr(I. 2. Remove Ills insulation frolu each conductor of a hair of Icad- ill cable coliductors fol. one-half, inch and scrape both copper conductors with knife until bright. 3. Renlovc the plastic: tuhitlt; Irons the loop wires Im one and ortc-hall(I %,) inches, 4. Rerllovc the insulation [('0111 the loop wil-CS Ibr' one inch 111(1 scrlpc 1)0111 copper corlduclors with knife until bright. 5. 1'hc: a►uduelors shall he con11ectecl by twistinU together, soldering and covered with a scrcw-oll wire connector. (i. C'clltcr 111 conducturS in a SI)IlClllg 11101d. "I'he 11101d Shall he approved by the Lnginc er. 7. Position the spliced wires in the center ol'tile mold and fill the mold with a sealant or epoxy-type resign. The sealant or epoxy-type resin used n-lust be approved by the Engineer. K. Cover the cxposcd Sllidding, LJround wire 111LI end of any unused loop lead-rtl where the Sheathing was cut, by Iicltricl silicone ruhbcr. Apply 13utyl Rubber Polymer Tape sealant between the wires and completely cover the silicone ruhbcr. (5) I:xtcrrlal surge protection is required oil each loot)defector which will meet or- exceed the Ibilowing requirements: 1 . Unit must be.a three-terminal device capable ofprotcctlng the detector against difCcrential (hC:t\VCe)l the loop loads) SurgeS, and zip 'list common lnode (I)elweell Icads and ground) SurL;cS. 2. Unit must be of the inductive type with a rllaxillium DC resistance of 150 nlilliohnls. 3. Unit inductance must he at least 4 millihenrics. 4. Unit must withstand repeated 400 ampere surges. 5. U )it must he a two staile device capable of elampinL; a 250 'Imperl, sllll!C (() 20 volts withill 4l) willoseC:ollds. SIII'ge applied across; the two delcclor leads. 0. I.IIIiI IIIlist Clalllp a 250 a1H11CI l C011IIIlun I11MIC(b(21wCell leads and ground) surge to 20 volts. (0) The controller cabinet must be I'll rllished with a suryC arrestor on the AC service which meets or exceeds the 161lowing retluirclncllts: 1 . Unit must he capahlc ol'\\itIIstandiIIt,rclwa(etI 20,000 aInperc Slit-gel, (Illillillllllll of 25). 2. unit Imist have inlcrn;ll kdlow-current limiters (resistive elements). 3. Unit must contain 3 active clamping stages Inillinlunl. �l. Unit must still extinguish within 8,3 milliseconds uficr trailing edge, ol'slu•t;e. 5. Parallel impedance ol* 1 limiters must he less than .1.5 ohms. 7. Section 002.5.10, "fainting" shall be amended as follows: 1. All exterior metal parts of the signal IICatds, including; IlrurtultilIg brackets and other hardware, except dour fronts, inside anti outside ul'visoPS, Io111'CI•s, I111d backplatcs, shall be printed and painted with a standard Federal Yellow enalllel. e fhlor fronts, inside and outside of visors. IOIIVCI•s, and backplates shall he painted flat black anti in their entirety, except back-plates constructed front black thci-mophlstic material. 2. folycarhona(e components, i ilsed, shall he the sank color as ' spccilicd fir painted Inclal harts. 'fS-18.6 _I'ral,ic Sinai 01)cratioll_Poli.cies: 1. Dtlrin g tilt: course ol` Signal installation and until the signals are placed in f, I operation, si 4ku,O I;Iccti sl('111 be covered ter. Mined �1\\!,IV Frolic traffic. Whorl ready fol• operation. they shall be secin-cly fastened into position f IClllg (MVilyd uhhroaching tlidlic. Auer the signal installation is conlplcle, tilt: Coillractor may put the signal in operation liar lest purposes only, However, the signal shall not he put into pernlancllt operation until authorii,ation is �,ivcn by the (.)\Vila:=s autho►•i/Cd rt:prescntative(s). 2, Wheel the Contractor is certain the Iral'lic sil_!nal contrullcl. ;old control accessories are working propCHN', 111d all signal ecluihlrlent is prohetl� installed, Ile "half make an inspection appointment with the Owner=s authorized representative(s). a. idler a thorough inspection of the signal equipment and inst;Illation, the {)1Vllc1'- s 111thorl Acct representatives) Illay alllllor ize the(.. ontr•actor to hilt tilt signal Illto perillarlcrll operation, This authorization will he given it all signal equipment is working properly, convcrticrlce w;Irrants the operation ol'thc signal before all corrections have been Made. 4. n written conunlrnication coil fi►-nling the permanent signal operation authorization and the findings of the inspection shall be prepared by the 0\\IIIcl'--s authorized ruprescntative(s). The findinfs of the inspection rllay include the acceptance and approval ofthc signal oral list of signal or a list of signal clClicicncics to lie corrected. 5. If the inspection finding contain a list of signal deficiencies, the Contractor shall correct them as soon as possible. Il'thc sil;nal Illust he put Oil flalshing operation or completely shut clown to make the necessary correction, the COIlt1',ICIM• host receive authorization from the Owncr-s authorized rcpresentativc(s) bCl(lt'C this action is taken. When the Contractor is certain all corrections have been made he shall again make an inspection appointment with the Uwncr=s authorized representativc(s). Aher the linal inspection r>f the signal, a Written communication confirming the acceptance and approval of the signal shall be sent to the Contractor by the thvncr-s mithorized representative(s)at the end ofthe 15 consecutive clays ofopera6011 ofsaki eclllipnlent. TS-18.7 Gllal'anleC and fvlairltcnuncc: I. General: ( 1) The C'ontractor is rccluirccl, until the end OI'the one year c,1.laralltce period covered by the PCrf01'I1)an1CC and (.I1,II'allteC 13011d to: I . Guarantec all traffic control signals against defective equipment, materials, and workmanship. 2. Maintain all traffic control signal" ill Connection with specific r items cnu►llcratcci in paragraph TS-11.7.2. (2) This requirement applies to all traffic control signals under this contract. 2. The intent is that at the cnd of*the one ( I ) year guarantee period the Owner will have properly operating and serviceable traffic Control signals; that defective Cquipmclit. materials and workmanship will have been Corrected; and that ;illy necessary Illalntellance Ill CoI111CCtioll with SpCClllc ltcllls cllunlcratcd ill paragraph TS-14,7.2 whether or not clue to defcMs in C'ontractor's materials and workmanship, will have been accomplished. All materials and installation (or such work will he a the C'ontractor's expense. I Coilditio ll s.IZccluii.i_ _r�ctioils: Any adverse conditions which al'ICct the Ilse, Function, operation, quality or li Ic of'the traflic Control signals Shall he Corrected, including the I()11o\Ving: (1 ) "Traffic control signal equipnlcilt malfunctions; including, but not linlitccl to the flollowillg: signal controller nlalfullctions; vehicular and pedestrian detector mal f unction; electrical Cable vial functions; and f lilurC of traffic Signal units, j1o1CS and mast 11• 11S; which affect the fundion and safc operation of'thc traffic Control signals. 4. F."_xclusioils: The fi11lowing conditions are excluded and arc.not Considered the responsihilily of the Contractor. (I ,, l f Cs ILlal lamp re j)lilcclllcllt (file to 1,111111 b l ll'11-lit. (2) I)anlagc to tl'alflC Control Signal ecjnipnlcnt and materials resulting From acts of Vandalism. traf FiC lCCidCIltS, 11111111'11 diSaSICI•S, 01' Stl'CCt Cuts or excavation within the right-of-way of others. 5. General Reouirc:incitts for Corrective and_Maintenance Work: (1) All corrective and maintenance work shall be dolls promptly upon notification by the Owner Ill order to prcvcnt unliccessary inconvenience to the traveling public and to minimize traffic Salcty hazards. (2) All work shall he in accordance with these specifications and the highest standards aticl niCthods of lhC traffic Control Signal industry. The Contractor shall Sllhillll his proposed niethods and designation of CCfniplliclit and 111,11crials to the Owner, fl?1' approval ill i.ldvalice of Such wort:. TS-18.8 Suhnl,itt_ils_: 'The Contractor shall furnish, in triplicate, it list of equipment and materials to be installed'showing ing nallIe of Ill all ilfi.ICtllrcr,Catalog ol•descriptive data, 1111d Sll ill FLII'I11Sll IllilllllfilCtlll'cl'=s Ccrtlfic itiollti,in tl'Ipllcilte attesting that all materials supplied conlilrm to the requirements ofthcse Specifications. TS-18") Field I ayout- All wort: covered by this Section ~11;111 he done to the Imes shown on the flans or as directed by the ( hvi'm s authorlml represcntative(s). 'I he Contractor ;;11;111 he re,poll:;illlc fur all licld layout wort; subject the approval ol'the Owlicr -s authorl/ed rcprescillative(s). TS.-IS. 10 Method ol'Measurement• Method ol'kicasurcinem shall conform In Section 902.8. n.Nlcthod ol• N'leasllrcnlerll of the 1980 rllissouri Stmidm-d ,tij,r•c icwion.c fi r 11igllll r1.1• 1"onstruclion. 'TS-l8.l 1 Hasi.s ol*.Pa�nlcnt: Accepted tral,lic control slf.;nal�;, Im."'Isured as provided, shall he paid Iur at the Contract unit lVicc li,r cash 01'01C pay items irtclucle(I in the I'rol)osal. No dirccl 1MY111crlt sll;Ill he nl;ulc 101' any illCidcnl;ll items necessary to Complete the work unless spccil,11IN, provided as ;I p;ly item in the Contract. Ts-19 ON1 ITTI.'l TS-20 I i?N('IN(, TS-20.1. Itc.I�ic��al ;ii>d„(tc-scitilif;I c I�cr: Wherever existing Nantes lie within the construction limits or whcrcvcl shown on the plan's, the Contractor shall rerllovc and store the fencing during the construction ol'that portion ol'the protect that is in conflict with the knee. The Contractor shall take card not to damage the Icncilig materials during this Operation and shall he Tully responsihlc for ;Illy da111age to the fencing materials caused by his operations. Any damaged materials shall he replaced by the C'onfractor and ;It his s(:\lc expense with Ile\\, material equal to that (rolll which the ICllee was Collstructed. The Icnce shall be reconstructed in accol'&MCC. with hell accel)tCd Ic.ncing practices. All posts shall he clemled of existing concrele and 1•c-sel in concrete:. 1 Prior to rclnovirly any Icnce file Contractor shall Contact the property owners so that they rrlay take necessary steps to confine any animals or children normally kept within the lClIcc. It may Ile necessary liar the Contractor to creel temporary Iellcing during the period between the actual construction and the re-setting,ol'thc permanent knee. \'Wherever Ibis is necessary so that the property owner caul ret;lil► normal Ilse of, his yard, the Contractor shall provide and creel such temporary Fencing at no cost to tile. (honer. Removal and re-scl;intit of'knee will he paid For at the unit price hid per linear loot, I'S-20.2 Temoora v 11elicing Wherever pC1.1111111cnt fencing (h.1( is used to Colitain small children or ►lninwls must be rclrlovcd to accommodate construction, tilt Contractor shall elect temporary fencing suitable to perforill file Rinctioll of'thc(lermallenl fence until file permanent Ferree call be. restored. The construction of*the temporary fcncing snail be Coordinated with tilt property owner to cause as little inconvenience 11s possible. In nu case shall such at•ca he left m0enced over a weckcild or Pm- more than one weckday, rAt the Contractor..s option, materials front the• existing fence may be used For the temporary Icncing. I lowever, the Contractor will be filly responsible (or restoring file penuallelll fCnce ill condition at least C(I11a1 to that prior (a) Construction. Temporary Icncing will be suhsic.liary to the clthcl' itC111S of C0INRIC(1011. 'TS-21 CERTIFICATES Of-' COMPLIANCE: FS-21.1 General: 1. The Contractor shall submit, in triplicate, certificates of compliance from 1 manufacturers, producers fabricators and suppliers of* items to be incorporated in the work attesting that all items and nuitcrials supplied in connection with the work conform to the reclulrenlenls ofthe Specifications, as provided in the various sections elf thcsc Spccilicatiolls. 2. Whenever the items so certified deviate li•0111 the i'C(IIIlrellients of the Speci f ieatioils, flans and other Contract Documents,then the Contractor steal l pOillt 011t Sl1Ch deviation ill the letter ol'llansmittal. Unless this procedure is GoIlowed and such deviations arc specifically approved by the Engineer in writing, then the Engineer's approval of such certifications will not constitute approval of the deviations. 3. Said certificates may be accepted by the 0wrlc:r and Engineer as adequate cvidencc Of C0111ph,111CC with the Contract DOClnllen(S. However, at its Option, the Owner play test any or all ofsaid items for compliance. If found to Ile: in compliance with the Contract Documents, the cost of*testing will be borne by the (honer. It'(ound to be not in compliance, the Contractor shall pay for such testing. TS-21.2 &SIllirel11cl1tS l'Or (:'cl(il'icatic��l ,Shop Dr�►win and Testing: I . Specific I'C( uirelllellts 101' certifications, shop drawings and testis , are given in the• Collowing subparagraphs. N1;Iimfi►cturccl itcIlls, as follows, will 1•ccluirc ccrlili(.;Itcq ofcompliallcc, with Shot) drawings, catalog, data o-,° installation i list r►Ictions whcrC so indicated. (1) Reinforced concrete pipe, filtillL,S and SI)cciIIS. (S1101) drawingS required li)r all fittings and specials, including branch connections, and riser lluulholcs.) 1, l )' ti i) ') -c ( 1 , c n1t nlatcrlal,. I 1 I Cullc r ,cd cu lcrrlc I)II)c. (3) Corrugated ))fetal pipe and undclydrain I)il)c, listings and Specials 4 (Shot) ch•awirlgs required 1,01• sank i(tinls as if) ileum I above). (4) Ductile iron, cast iron, vitrified clay and Copper pi1)c ►uld fittings. (5) Brick and mortar. ((i) Precast concrete manholes and inlets. (7) Rehilbi-cing steel and welded wire Iilbric. (R) Metal work (Shop drawings required for fabricated items). (9) h•On castings. (1 U) SCCII. (1 1) SOLI(considcrcd aS manufildl.11•Cd nlatCflal for compliance I)lll'I)OSCS). Engineer shall be given the opportunity to insl)CCt and field prior to delivery to project. (12) Fertilizer. (13) Gahion baskets. (14) Fibercloth. 3. Rock and sand 1)I'OductS will rcquirC ccrtificatcs ofcompliance, as follows: (1) Stolle forgabion fill. , 4. Backfill: It is recog;niml that, clue to mixing Of types of materials (bound ill CIity Construction, It may Sometimes be difficult to COI'I'Clatc ilclual per lO1-1Ilalice will) test results, The E:ngincer may nmke notations of waiver on certain field moisture-density test reports when, in his judgment, the Specification requirements have hCCll I11C1 oil the h.ISlS 01•visual ilIS11CCtion and the test reports do not truly- iudicitc the field colldilioll, I lowevcr, the Contractor will he fully respons,lble for Settlement ofhacklill as provided in Special Conditions Article SC-3. 5. Concrete: (1) The actual nlix proportions shall he determined by tile, Contractor, hMell oil Sati5111001'.), experience with the proposed Illatcrials and MC IB mix. Mix proportions, typical test reports and complete da(a Oil nlatc;rirlds and plant, supportint; their acceptability under the Specifications, Shall he submilted (o the Engineer in triplicate (or• CclrlCllrrclleC helol-C I)C��rllllitlL' C(►ll"Cle 1VOYk. (2) Acceplanec of C'oncrelc for strength shrill he as stipulated in Article 5.02 of'MCM Section 5. (3) Air content shall he rlrcasurcd ill accol•dancc with the requil•enlerlts of ASTM C 173. (4) Visual inspections and tests ii►rperli►rnlanceof'concretc maybemade by the l'ngincer to satisfy himself, that consistency, air content, nlillr11111111 Colllpl•CNSiVC Strength, materials, gradation and Cellie It content are ill compliance lvith S lice i f icatloils. Slich Illsl)cctions and tests will he in accordance with MC1113 Bulletin No, G, "Concrete Inspection" and the applicable parrs of MCIII Section 5, "Concrete; Mix Design 'fables". G. Asphaltic Concrete Mix; The provisions ol'itcm 1 ol'Siih Tara gra 1h S-21.4 c shall apply to asphaltic concrete mix,except delete the reference to"MC113". TS-21.3 Pa mclt: No payment can he made to the Contractor unless the City is ill receipt of Certificates of C'olllpliaricc li)r ;Ill nlatcritds installed to date. TS-22 SQJJ.-. MJl.f OF WORK TS-22.1 C;eiieral: Scheduling shall provide 1,61. the least practical inconvenience to the traveling public and to residents along (he project. 'l'S•22.2 Submission and Concurrence.: Before work is started, the Corili-n(or shall prepare a detailed schedule of all construction operations Ihal shall not mlly indicate; the sequence oCthc work hu( also the time of starting and Comp)Ctioll of each part. The schedule shall he SlIbrllitted to (he Fliplicer lily his Concurr'-,ncc. I'S-22.3 Nfinter Shut Dawn: If the project is shut down over a whiter, the area shall be tell ilia safe, passable, and accessible condition li►r the winter. The Contractor shall maintain Iral'hc and access over tie winter shutdown as provided in l);uip-aph S-23.2. 'I li Contractor shall maintain the project over the. winter shutdown period in such manner that there will he no midue hardship or inconvellk1wes to tic ncighborhood residents or travchlig public. Manholes and valve boxes profectinlr, ;show the base Shull be ralllped with temporary hiturllillous cold-nlix or asph;Illie concrete in order to filcilitale thy, Cily s snow plowing. ;Access shall be provided to all holl;ies. 'I°S-"23 1N'I'1':NAN.CI` t?I' 'I'RA Ft 1t' i1N1) I TS-23. 1 The Conraclor shall conduct his work so as to inter'fcrc as little as possible with public travel, whelhcr vciiculal• or pedcstri.11l. `Alhenever it is necessary to cross, obstruct, or close roads, driveways and walks, whether public or private, the ContractorAmII, al his own expense, provide aIId rllaintai11 suitable aril safe bridges, detours, or other terllpor;n•y cxI)cclicnts for the accomillodation of public and private travel, ;old shall give reasonable notice to owners ol'privatu drives bel'ore interlcring with them; pl•ovldcd, llowcver, that such nlaintc►lall c of tr;lffic will not be required at any point where the C'ontr;►ctor has obtained permission From the owner alld tenant of private property, or li•onl the aulhority having jurisdiction over public property involved, to obstruct traffic ;It any desigimtecl point thereon ;Ind 101' the duratioll 01' whatever period of tinge as ivay he agrCed Upon. The Contractor will be I'Cllllir'ed to make provisions for or maintain local traffic. He will be expected to make reasonable C11,011 to provide acc�!ss to all drives whellevet' possible, and 11a16cularly when work is not in progress. Ile shall provide Inl' emergency vehicle access to any point at all times. The Contractor shall present a work schedule and a plan for handling traf'lic 161- revlcw before Collllllellcing ally work. TS-23.2 Wlicii_Work Not Ill Prot,rc:ss: The work shall he cleaned up at the end of cacti working clay, and temporary surflcing shall be placed such that access will he had to all driveways during the night, weekends, holidays, and other clays when .vork is not in progress and when the stage ol'the work flocs not directly interfere with the drive. The I lligineer, at his discretion, play grant shirt-terns exceptions to this I-equir'elllellt in connection with prep►u'inlr, soh-grade ►tad paving. TS-23.:3 Contact. Person: The Contractor shall designate a person (with phone number) who can he called by the City during tilt night, weekends, holidays., and other clays when work is not ill progress. Tllc- C'oniraclol• will he resporlsihlc, through this person, fell' Irlaking such (clllporary repairs durin;�, said periods as play he needed to rllecl tic requirements ol'paragraph S-23.2. `I'S-23.4 The provisions 01'NIUTUI), Parl V1, apply to this ('ontrac•t, I'S-24 I'I MPORARY S!, T FACIN(r Whcrc ruduiNd to 11l'0widC access and wllCil dil.cicxl by OW I?Ilgillccr, talc Contractor shall provide temporary surfacing tither of'Crushcd Stone lin''I•clllporary Sllrf Icing or ol'Asphidtic t •oncrctc for Tenlporary .Is directed by the l'llgineer. Such telllporary pavc.111(:Ilts sliall he mailimi11C(I by the ('l)llll'.Il•. M' In J salC, I'CilS011ilhly a smooth condition as Iona, Its (lie v are ill INC. ( 'rushee) stone liar temporary surfacing shall elect the rcyuirclllcnts ol'parlll raph 1007.2 ofMissouri I Ii ,hwaySpcc:ilicalions lbi-Type 2 Aggregatc, Gradation A unless tilt: kiii deer al;r'ccs to a di f'fCrent l;radation because ol'sitc Conditions. r0sl)lllltic• concrcle liar tell 1porarvsilrlilcillt;shall be Type I base as specified in Arlicle 23. i Paylllcnt liar tcnlprrary SIIITO •in>> shill) tic• at the nail price hid pCr ton of nllllcrial. MC,ISlll'ell)elll will be on the basic, ol'dclivci- lickcts. 'I'S-25 DUST CONTROL Adequate precaution shall be talker) to insure that excessive dust dots flot become airborne; during construction. The Contractor Shall comply with any regulations of the Missouri Air (.'onservation ('onullission or f feral p,(tvcrnlncnt which apply to this matter in the L"copraphical area ol'the work. The (Ictermination as to whether cxccssivc(lust is becoming airh(.)rne sbllll he I)y the I'nt�inccl'. When clircctccl by the Eligincer, the Contractor shall take appropl-iItC(lust control ill castlres Silt isfactory to (lie Filgincer. No separatc pavnlenl will be made fire perli)rnling(lust control or for applying water fol. tills purpose. I'S-26 1)R01) ,RTY ('0RNI;_R_S_ANI_) M0NIJMI;N_I'A`I_;IQN: It shall by the responsibility ol,thc Contractor to protect 111 property lot corner,; and land survey corners Ind Icccssorics, Should it lie accessary to disturb any such monument, whether stake, pin, har, disk, box, or other, it remains the responsibility of the Contractor to rcicrence such markers prior to I•enloval, reset then), and file such rciocations or nlonnmentation documents as the law requires. Any such references, removal, rcplacenlenl and catlllcalloll of I11onuillcnts shall he performcd by a licensed engineer or land surveyor. "I'S-27 CI,I;ANI(I': "I'S-27.1 The Contractor shall not fallow the site ol'the wort: to become littered with trash and waste material, but shall Illailltalll the site ill a heal and orderly Condition during the progress of talc work. The Contractor shill, as directed by the Engineer,remove lion) all public and private properly, at his own expense, all temporary structures, rubbish and waste materials resulting From his operItion. TS-27.2 "I'hc( "Aitractor shall opvII and clean :►II cxistilig ditchcs and c ilk,crts within tilt ri)tht- of-way and casements, Icaying (11011 free Iron► ,III Cxcc"ti mud or silt, chili, brush, or debris of ally kind prior to linal :.►ccept,mcc. 'I IIC t 'ont•artM_ ~111111 Clean up all dirt FF0111 paved surthccs, nut 111MVIII`t sank to back un the road'xay or create a traffic nuis,ulce. No direct payment will he made low work within Ilse scopc ul'this Article. TS-28 T.eRAI-]'IC.:4R_i.Nti,ST'C)P SKiN;;,,1�.NI).._STI�I�I 'f SIGN`,: N All existing traffic signs, stop signs and strec! siti;ns in the way ofthc work shall be carckilly removed by the Contractor in accordance with the recluirentcnts of MUTC.'D. 'file required function of stop signs shall be preserycd by the contractor whelrever a street is open to (nd,1ic. All shills shall be rc-installed following the construction. No separate payment will he mule filr this work. 'I'S-29 1)OW NSPOI.IT._DRAINti: TS-29.1 G ell crul: This work shall include conrlcctn4;existing d0\VIlSpuut drains through and into the proposed curb, curb and gutter, or storm sewer facility. The location of sull]e downspout chains nu►y he shown on the plans, but other drains may exist that arc not shown. Tlic contractors shall be responsible to connect all downspout drains regardless ol'whether they are shown oil tllc plans. TS-29.2 Construction lvlelholls: The contractor shall exercise "arc in removing existing lacilitics so as to minimize damage to existing drains. C;enerally,new material ofthe same diarlteter as the cxistinl, drain shall he used. As approved by the owner, the rerrloml pipe utay he cleaned and re-used. TS-29.3 No Direct PaynLcnt: All work associated with connecting downspout drains through or into the proposed curd,curb and gutter, ur storm sewer litcility shall he subsidiary to the item to which it is connected. No direct payment will he made. TS-30 SUBSIDIARY I"I'HMS: "there are small items ol' work specified herein or that arc incidental to the other construction I01- which no hid items are given. 'I'hcsc items and ally item (*or which no hid item Is given shall he considered subsidiary and their cost shall be included in the hid price ofothcr relaled items ofwor'k. AC-ORP. CER'T'IFICATE OF LIABILITY INSURANCE ___.___ _F02/20/2004 ___ 02/20/2004 PRODUCER (800)566-7007 FAX (262)574-7081 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION R 1ST R Insurance Services, Inc... ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CC-ill IFICATE DOES NOT AMEND,EXTEND OR 1581 E Racine Avenue ALTER THE COVERAGE Af l ORDED 13Y 11-1E POLICIES BELOW. PO Box 1610 kesha, WI 53187-1610 INSURERS AFFORDING COVERAGE NAIC# D Visu Sewer Clean & Seal uric INSLIPFRA Transcontinental Insurance Co w230N48we Qetker Rd RECEIVED _ . INSURIRII Continental Ins Co Pewaukee, WI 53072-1430 IN`U1(II<(- Transportation Ins Co 3 7001, IN5NO 1:i, Nat iona'I Surety ---_ __.._._......._ ItJSIIRI Ii L COVERAGES THE POLICIES OF INSURANCE LISI ED 13E LOW HAVE BE LN ISSUED 10 TI IF INSURE 1)NAME 1)ABOVE FOR 1 I IL PO11CY PERIOD INDICATED NOT WITHSTANDINI ANY REQUIREMENT,TERM OR CONDITION OF ANY CONI RACT OR 071IVIi DOCUMLN E WI I H RESPECT 10 WHICH TI ITS CF R TIFICATL MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIEiED HEREIN IS SUBJEiC"I TO ALL 'VIII=1 EIiMS,EXCL11ilONS AIJD CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY fIAVE HEN REDUCED BY PAID CLAIMS INSR OD' POLICY FFFECTIVE. POLICY EXPIRATION TYPE Of!INSURANCE I'OLICti NUMDF.{t LIMITS -.kAI�.l1A:4VUIJLYYI..- GENERAL LIABILITY _ ~`- TCP20SS717470 04/01/2003 04/01/2004 LACII(,C(IIRkLNfL $ -1,000,00 - DAMAC t X COMMERCIAL GENF2ld LIABILITY TO RLNN I PtLtdISL (La w . . _ _..__ ._3_00 00 -- ---J X OCCUR MLI11i-XP.t_An-y_o..n_n_p.mmm) - - ----5-�00 CL AIMSMM)r - A rL Ne,0NAl x ADV INJUR r s 1,000,00 . - ---....._._.._.._._....._.- --.__ rF.W.PAtArr,Rl(;All: $ 2.J 000P000 of.N'L AGGREGATE LIMIT APPLILSPUP 1140111WfS COId;V)I'AO(, $ 1,000,00 POI ICY X JFCI LOC AUTOMOBILELIAnIL.I1Y 80A2055717498 04/01/2003 04/01/2004 COMB I tit,DSIII(SI('t1mIt X ANY AU r0 1,000,000 ALL OWNLD ALJI Of, BODII v Rd,WNY --- SCIIFDUI.EDAU10S I',+r(v•(4nq S Q X AUlo; fl(11)II-Y INJI IItY IurtLD %AMD X NON OWNED AUTO;; /( _ J•I!OPI RJY 1.IANIA(.l $ GARAGE LIABILITY AU i O OM Y 1 A ACCIDLFJT $ Date:_.. �__., 3" U ---- s nt nUTO "" "A •,�«-..» ., 01111 R JUAN VA --- All I()UN1 Y A(..(, $"'---"--_. EXCESS/UMDRELLALIABILITY CUP2055717503 04/01/'2003 04/01/2004 EAfIIOCCIIRftLNCI $ 1,000,00 X OCCUR (^A CLAIMS MAUI: AOI.REC'.All S 1,000,00 C _._ - .. .� - DEDl1C11U1 f: $ X FI:TENTION $ 10,00 3 WORKERS COMPENSATION AND WC2055717484 04/01/2003 04/01/2004 AI X L�I GEL.- _- -- ---- EMPLOYERS'LIABILITY C ANY PROPRIETOIUPARINEIUMCH11VI: I t fACIIACCIDLNl $ 500,00 OFFICER/MEMUER EXCLUI)FD') I"1 UC l ASI: 1 A I MPLOYLF S 500,000 If ec,dnrcube undm S F;ECIAL PROVISIONS Nylow t_t DtBLAST.•Pot ICY 1.0,111 $ _ ---500,000 OTHER XXK85580538 04/01./1003 04/01/7.004 $9,000,000 per occurrence Excess Umbrella D $9,000,000 aggregate No retention DESCRIPTION OF OPERATIONS I LOCATIONS 1 VF111CLUS I EXCLUSIONS ADDE:U BY ENDORSLMLNI I SPECIAL PROVISIONS Project: Basin 3 Rehabilitation -IC TE yOLDER -_ _ __ CANCELLATION SHOUT D ANY of THE ABOVE DESCRIDED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATF THERE.O1,THE ISSUING INSIIRI:R WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CER111 ICAIE HOLDEN NAMED To THE LEFT, City of Jefferson BUT FAILURE:TO MAIL.SUCII 140110E SHALL IMP05F.NOOBLIGAIION OR LIABILITY 320 E McCarty St OF AtIY KIND UPON TIIP INSURER,ITS AGEN 1 S 01I RI_PRESENTATIVES, Jefferson City, MO 65101 AUTHORIZED REPRE-SE.NInTIVL��- Thomas Sche•ider 027.7. ACORD 25(2001108) �� __ (QACORD CORPORATION 1988 ,�1 CCRP, CERTIFICATE OF LIABILITY INSURANCE _ 02/20/2004 PRODUCr-R (800566-7007 FAX (26Z)574-7080 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION R & R Insurance Set—vices. Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1581 E Racine Avenue HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PO Box 1610 kesha, WI 53187•-1610 INSURERS AFFORDING COVERAGE NAIC# ED Visu Sewer Clean & Seal Inc it;;IRIiin Transcontinental Insurance Co 20486 W230N48SS Betker Rd 11 Pewaukee, WI S3072-1430 Irl%urLtRr, ulauufR u I1dSU1?I It r COVERAGES THE POLICIES OF INSURANCE LISTED HELOW IIAVU III-1-N ISSULO 10 Till:INSURLU NAME.0 ABOVE:FOR IHE POLICY PERIOD INDICATED.NOTWITHSTANDIN, ANY REQUIREMENT,TERM OR CONDITION OF ANY CON'T RAC r OR OTHER 00GUMEN I WI III R65PI:C'T 1U WIIICH THIS CrIOIFICATE MAY TIE ISSUED OR MAY PERTAIN,THE INSURANCE:AFFORDED HY TIIE f'OLICIE S LK SCRIIIT:D IIFREIN IS SUIIJFCI 10 ALE. I IIL TERM;,LXCT LISIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEI-N REDUCED BY PAID CLAIMS. INSTT DD'1 -.._......_-...-_.. ._..._....--- -.. ... POUCY EFFEcllVE 1'OLICYEXPIRATION TYPE OF INSURANCE POLICY NIIMNER . " LIMITS ..U.9IL1611M1UULYYL_ .__UAf1:Tl�MLULtLYYJ_- GENERAL LIABILITY LACHO(JAIRItfIV;, $ COMMERCIAL GI NLRAI I IAUILIIY UP.MAGI I0 r?L_NII:U S CI AIMS MAUI I I OCCUR 141 D r XP 1Any one Porum)_- _. S _ ------- riftSONAI R ADV INJU14Y S (A NI IIAI A(;(:I?t GATT S GLN•1.AGGREGATL L IMII APP It S PI I? I'110UUC1;-COMWOP AGG S U:rJrCi_- .._.- (0C, - AUTOMOBILE LIABILITY i:(.NlIfINLD:iU�(+LE LIMIT S ANY AIIT(I l n nr,'ufanl) At l OWNED All 10!; INJORY SI;I I:D(JLL D AUTO!; I I'm p n snn) I IIVI:D At I1 OS -- nouu ti•Ir1JUr?Y t NGN•owNt D Aunt (Pr•r.a.rulnnfl PRrrl'I ItIYUAMA(;T S {F..,r ay.t ut,.np _--..-_.-. - GARAGE LIABILIIY AUIOONLY LAACCIULNI $ ANY AUTO FA ACC $01111:1?THAN--- AU100141.Y AC;G S EXCESSIUMDRELLA LIABILITY IiACH OCCl1I?RENCI- $ --) OCCUI? 1 ._...J CLAIM5MADI. At;GRI(,ATI: .............__...- S UE DUC Hl7Ll: S - RETENTION $ 3 WORKERS COMPENSATION AND WI.S(AIu OIII- ~- EMPLOYERS'LIABILITY ILIRY.LINIIIS. __T It. ANY P11UPf11ETOR/PAR'INratll!XrC,tl1IV(. 1:1 I ACII ACCIDEN1 S 'v^— OFFICFR/MEMBER EXCL 161:1)I f 1. UISrAtiI I-AFMF'l.OYC[ S If ins,descnbo undet ----.__. SPECIAL PROVISIONS hi low I i UISCA A' POLICY t Ih1IT S OTHER Floater TCPZ055717470 04/01/2003 04/01/2004 .1,500,000 Any one Installation A $500,000 Temporary Storage 1500,000 In Transit DESCRIPTION OF OPERATIONS I LOCATIONS/VEIIICLL.'S I EXC'I(1%10145 ADDED BY ENDORSEMENI I SPECIAL i'FHCVISION% Project: Basin 3 Rehabilitation C IEICATE HOLDER SHOULD ANY OF 111E AHOW,DESCRIBED P01-ICII:S BE CANCELLED BEFORE Tile EY.PIRA[ION 0A1 1HCIlEOF,THE ISSUING INSURER Wil-L ENDEAVOR TO MAIL DAYS WRIT TEN NOTICE 10 TIM CLRIIFICATE TIOl.DI;R 14AMED TO THL LEFT, City of Jefferson OUT FAILURE 10 MAIL SUCH NOTICC%IIALL IMPOSE NO OBLIGATION OR LIABILITY 320 E McCarty St ANY KIND UPON THE INSURER,115 AGLNtS OII RfPRrSl'.NTATIVES. _ Jefferson City, MO 65101. nif+'(rT?+ieiircrr>R( ,EN1riNVf— —Thomas Sche i der 0159 ACORD 26(7001/08) (0ACORD CORPORATION 1988