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HomeMy Public PortalAboutORD13648 BILL NO. 2QO3-141 _ SPONSORED BY COUNCILMAN ORDINANCE N0.`__._ AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING AN AGREEMENT WITH LEHMAN CONSTRUCTION FOR THE EAST HIGH STREET IMPROVEMENTS PROJECT, AND AUTHORIZING SUPPLEMENTAL APPROPRIATION OF SURPLUS FUNDS. WHEREAS, Lehman Construction has become the apparent lowest and best bidder on the East High Street Improvements Project; NOW, THEREFORE, BE IT ENACTED BY THE COUNCIL OF THE CITY OF JEFFERSON, MISSOURI, AS FOLLOWS: Section 1. The bid of Lehman Construction is declared to be the lowest and best bid and is hereby accepted. S@Qtion 2. The Mayor and City Clerk are hereby authorized to enter an agreement with Lehman Construction for East High Street Improvements Project, Section 3. There is hereby supplemental appropriated within the Wastewater Fund Surplus to the Wastewater Capital Project Account the net amount $140,000 as outlined in Exhibit A attached hereto, for the East High Street Improvements Project. ® fiction 4. This Ordinance shall be in full force and effect from and after the date of its passage and approval. A - Passed: L Approved: Passed:_ Presiding Officer yor ATTEST: ? AP OVE S TO FORM: 1 , City Clerk' —Y-.- City Counselor CERTIFICATION BY MAYOR Pursuant to Article VII, Section 7.1(5.) of the Charter of the City of Jefferson, Missouri, I hereby certify that the sums appropriated in the ordinance are available in the various funds to meet the requirements of this bill. Mayor Interoffice MEMORANDUM Date: November 14, 2003 To: Phyllis Powell City Clerk From: Jason Schneider Design Engineq Re: Transmittal of Signed Contract Documents Willicoxon Drive Stormwater & East High St Improvements Project No. 32048 Attached are three originally signed copies of the contract documents for the above noted project. The Project is scheduled for approval by Council at their November 17, 2003 meeting. Also attached to each document is a copy of the bond and certificate of insurance (bound into the document) for the project. If you need any other information please let me know. "f hanks. JS:js c: Pat Sullivan Matt Morash Nathan Nickolaus \\jcengl\cad((les\CITY•PROJEC rS\32046-E. High Stronhcigrtnd continct tra(ISITtlttal,dOc CONTRACT DOCUMENTS v 0 F � w M FR ter..,Ptq,Nh/W ITT OF JEFFERSON .�,.......�.�...,� r SPECIFICATIONS AND CONTRACT DOCUMENTS PROJECT NO. 32048 Wilicoxon Drive Stormwater Improvements and East High Street Improvements p�96194Q0;rr:,., TR KII 1yt, 1111 i 111 r 1 Jefferson City Department of Community Development ' November 2003 r v TA BI E-Of-C-0-NIEN I S • Advertisement for Bids • Notice to Bidders • Information for Bidders « Bid Form * • Bid Bond * • Anti-Collusion Statement • Contractor's Affidavit * • Minority Business Enterprise Statement • Minority Business Utilization Agreement • Affidavit of Compliance with Prevailing Wage Law • Prevailing Wage Determination • Affidavit of Compliance Public Works Contracts Law • Excessive Unemployment Exception Certification • Construction Contract • Performance, Payment, and Guarantee Bond • General Provisions « Special Provisions • Attachments Addendunis ( If Any ) ' (* INDICATES THIS ITEM INCLUDED IN BID PACKET FOR SUBMISSION OF BID) ADVERTISEMENT FOR BIDS Sealed bids will be received at the office of the Purchasing Agent, 320 East McCarty Street, Jefferson City, Missouri 65101, until 1:30 p.m., on Tuesday, November 4, 2003. The bids will be opened and read aloud in the Council Chambers at 1:30 p.m. on that same day. The proposed work for the project entitled "Project No. 32048, Willcoxon Drive Stormwater Improvements and East High Street Improvements" will include the furnishing of all material, labor, and equipment to reconstruct the stormwater system at Willcoxon Drive and S. Lincoln Street. Reconstruct High Street from Vetters Lane to McCarty Street and reconstruct High Street from Ash Street to Locust Street. This work includes but is not limited street, storm sewers, sanitary sewers and retaining wall construction. A pre-bid conference will be held at 1:30 p.m., on Monday, October 27, 2003 in the Upper Conference Room of City Hall, 320 E. McCarty Street, Jefferson City, MO 65101. All prospective bidders are urged to attend. Copies of the contract documents required for bidding purposes may be obtained from the Director of Community Development, 320 East McCarty Street, Jefferson City, Missouri. A non-refundable deposit of $55 will be required for each set of plans and specifications. Individual full size sheets of the plans may be obtained for Three Dollars ($3.00) per sheet. The contract will require compliance with the wage and labor requirements and the payment of minimum wages in accordance with the Schedule of Wage Rates established by the Missouri Division of Labor Standards, The City reserves the right to reject any and all bids and to waive informalities therein, to determine which is the lowest and best bid and to approve the bond. CITY OF JEFFERSON L,41 Terry ep enson Purchasing Agent ' Publication Dates Sunday, October 10, 2003 1 NQTICE10-i310DEU Sealed bids will be received at the Office of the Purchasing Agent, City Hall, 320 East McCarty Street, Jefferson City, Missouri, until 1:30 p.m. on Tuesday, November 4, 7003. The bids will be opened and read aloud in the Council Chambers at 1:30 p.m. on that same day. 1 The proposed work for the project entitled "Project No. 32048, Willcoxon Drive Stormwater Improvements and East High Street Improvements" will include the furnishing of all material, labor, and equipment to reconstruct the stormwater system at Willcoxon Drive and S. Lincoln Street. Reconstruct High Street from Vetters Lane to McCarty Street and reconstruct High Street from Asti Street to Locust Street. This work includes but is not limited street, storm sewers, sanitary sewers and retaining wall construction. A pre-bid conference will be held at 1:30 p.m., on Monday, October 27, 2003 in the Upper Conference Room of City Hall, 320 E. McCarty Street, Jefferson City, MO 65101. All prospective bidders are urged to attend. All equipment, material, and workmanship must be in accordance with the plans, specifications, and contract documents on file with the Director of Community Development, Jefferson City, Missouri. Copies of the contract documents required for bidding purposes may be obtained from the Director of Community Development, 320 East McCarty Street, Jefferson City, Missouri. A non-refundable deposit of $55 will be required for each set of plans and specifications. Individual full size sheets of the plans may be obtained forThree Dollars ($3.00) per sheet. A certified check on a solvent bunk or a bid bond by a satisfactory surety in an amount equal to five (5) percent of the total amount of the bid must accompany each proposal. A one-year Performance and Guarantee Bond is required. The owner reserves the right to reject any or all bids and to waive informalities therein to determine which is the lowest and best bid and to approve the bond. CITY OF JEFFERSON, MISSOURI Patrick E. Sullivan, PE Director of Community Development r INFORMATION FOR BIDDERS I13-1 S�QP-EQ�QRK The work to be done under this contract includes the furnishing of all technical personnel, labor, materials, and equipment required to perform the work included in the project entitled "Project No. 32048, Willcoxon Drive Stormwater Improvements and East High Street Improvements" in accordance with the plans and specifications on file with the Department of Community Development. The proposed work for this project will include the furnishing of all material, labor, and equipment to reconstruct the storrnwater system at Willcoxon Drive and S. Lincoln Street, Reconstruct High Street from Vetters Lane to McCarty Street and reconstruct High Street from Ash Street to Locust Street. This work includes but is not limited street, storm sewers, sanitary sewers and retaining wall construction.. I13-2 IX$P.I.C1'I_QN_QFP.L-Ir N$,.SP.EC).FI.QATIQNS,,_ANa SITE Q-F WQRkt The bidder is required to examine carefully the site of the proposed work, the bid, plans, specifications, supplom:rental specifications, special provisions,and contract documents before submitting a birl. Failure to do so will not relieve a successful bidder of the obligation to furnish all materials and labor necessary to carry out the provisions of the contract. I13-3 WE&FI3JAI19.N OF CQNJRACT DQQUfVI NTS If the bidder has any questions which arise concerning the true meaning or intent of the Plans, Specifications or any part thereof, which affect the cost, quality, quantity, or character of the project, he shall request in writing, at least five (5) days prior to the date fixed for the bid opening, that an interpretation be made and an addendum be issued by the City, which shall then be delivered to all bidders to whom Plans and Specifications have been issued. All addenda issued shall become part of the contract doCUME!nts. Failure to have requested an addendum covering any questions affecting the interpretation of the Plans and Specifications shall not relieve the Contractor from delivering the completed protect in accordance with the intent of the Plans and Specifications to provide a workable project. I13-4 QtJAUBIC— 1QN.$_QF RtQQERS The City of Jefferson may make such investigations as dec;med necessary to determine; the ability of the bidder to perform the work and the bidder shall furnish to the City all such information and data for this purpose as the City may regl- st. The City reserves the right to reject any bid if the evidence submitted by the bidder or investigation of such bidder fails to satisfy the City that such bidder is properly qualified to carry out the obligations of the Contract and to complete the work contemplated therein. I13-5 EGIUIV E,N1_MATF__I2�l�L Whereverdefinite reference is made in these Specifications to the usr: of any ptirticular material or equipment, it is to he understood that any equivalent material or equipment may be used ' which will perform adequately the duties imposed by the geneuil design, subject to the approval e of the City. 1113-6 t3jP--U Each bid must be accompanied by a certified check or bid bond made payable to the City of Jefferson for five percent (5%) of the amount of the bid. Bid securities will be returned after award of the contract except to the successful bidder. Should the successful bidder fail or refuse to execute the bond and tho contract required within seven (7) days after he has received notice of acceptance of his bid, he shall forfeit to the City as liquidated damages for such failure or refusal, the security deposited with his bid. I13-7 PF3F. P.A.F-A- TYD OF BIDS Bids must be made upon the prescribed forms attached in these; Contract DoGur7at WS. Only sealed bids will be considered, all bids otherwise submitted will be rejected as irregular. All blank spaces in the bid must be filled in and no change shall be naado in tho phraseology of the bid, or addition to the items mentioned therein. Any conditions. limitations or provisions attached to bids will render them informal and may be comsidered cause for their rejection, Extensions of quantities and unit prices shall be curried out to the: penny. I13-8 PRIGS. The price submitted for each item of the work shall include all costs of whatever nature involved in its construction, complete in place, as described in tho flans and Specifications. Section 144.062 RSMo provides that the City's sales tax exemption may be used for the purchase of goods and materials for this project. The contract for the project will authorize aril direct the Contractor to utilize the City's sales tax exemption in the purchase, of goods and materials for the project. This provision shall apply to only those purchases totaling over $500 from an individual supplier. All sales taxes on those items which do not qualify for the use of tho City's sales tax exemption and for which sales lax might lawfully be assessed against the City are to be paid by tho Contractor from the monies obtained in satisfaction of the Conlracl. It being understood by the bidder, that the bid prices submitted for those items shall include the cost of such taxes. IB-9 APP_R.OX_LMA_TE..42WANTITIE_5 In cases where any part or all of the bidding is to be received on a unit price basis, the quantities staled in the bid will not be used in establishing final payment due the successful ' Contractor. The quantities stated on which unit prices are so invited are approximate only and each bidder shall make his own estimate from the plar)s of the quantities required on each item and calculate his unit price bid for each item accordingly. Bids will be compared on the basis of number of units staled in the bid. Such estimated quantities, while made from the best 1 information available, are approximate only. Payment of the Contract will be based on actual number of units installed on the complete work. I13-10 WM.P$VKJZFI05 Payment for each lump sum item :.;hall be al the lump suns bid for the item, cornfaloto in place, and shall include the costs of all labor, materials, tools sand equipment to construct the item as described herein and to the limits shown on tho I'Ir.ans. IB-1'1 U13-11!tLSSI N.UF_131 US The Bid and the Bid Security duaranlooing tho .,;rani.; shall be placed in a sotaled onvolopo and marked "Project No, 32048, Wiilcoxon Drlve Stormwater Improvements and East High Street Improvements". IB-12 AUERNATE.WDS In making the award, if altc;rnalo bide, havo booll requc)stod, the: alterninto bid which will bo in 1 the best interest of tho City will be LISOd. IB-13 !N_1TRIaR>AWA1,..!O.U310 If a bidder wishos to withdraw his bid, ho (flay do ;;r bofore them tirno fix(-:d for tho opening, without prejudice to himself. No bidder naay withdraw his bid for n period of ninety (00) days after the scheduled closing time for the; receipt of bids. No bids received after the lime; set for oponing for bids will be considorod. IB-14 RIGRT_14i..RE4E-CT_aIAS. The City reserve the right to rojoct any or all bids, to wraivo nny infornaalily in the bids received, or to accept the bid or bids that in its jU(Ig0-r11l)nt will bo in the best interests of the City of Jefferson. IB-15 AWARQ--QF CoNTRA4T If, within seven (7) days rafter lie has received notice of acceplancre of his laic.!, the succossfUl bidder or bidders shall refuse or negloct to corm.) to the office of the Director of Community Development and to execute the Contract and to furnish the rogLnred Perfornia rice and Payment Bonds and Insuranco, properly .,igned by the Contractor and the Surety and Sureties 1 satisfactory to the City of .Jefferson as hereinafter providocl, the bidder or bidders shall be deemed to be in default and shall forfeit the deposit. 1 IB-16 P._ER�O_RYl1N.S_ AN 1?,vYM��1�'.1�o.N.D.. A Performance and Paymenl Bond in an ranloLrrll r:clLlivalent to one, hlnadre:d percent (100%) ' of the Contract price, must be furnished ,-anca exe;cutod by lh(: succe:;sful bidder or bidders. A form for the bidders use is contained in these Contract Documents. The issuing Surety shall be a corporate Surety Company or conmpanies of ro=gnized standing licensed to do business in the State of Missouri and accoptahle to the City of Jefferson. • IB-17 INN-MA C 14N-AND 1WRAMCE The Contractor agrees to indemnity at hold hanaaleas tilt:City from all claims and Sutls for loss of or damage to property, including loss of all judgments recovered therefore, and from all expense in defending said claims, or suits, including court ccsis�, attorney fees and other expense causod by any act or ornission of tho Contractor and/or his suhcontractors,, their respeclivo agents, servants or omployecrs. The Contractor shall bo ro(Jurred to provide, tho, City of,Jefferson with it Cerlificr-ale of Insurance outlining tho coverago provided, ' IB-18 B)D.__BFCU.RITY_RETURNED..TO.SUCCf�,S$F.IJL.BlDDER Upon the oxocutiora of the Contract and opprovi.al of Bond, the, laid Security will he rolurnod to the bidder unloss tho s;arauo shall have:boon prosentod lot-collection prior to such time, in which ca so the eamount of tho doposit will be; rofuradod by Ihc: City, IB-10 NONDISCRIMINATION.IN EMPLOYMENT Contracts for work unclear this hid will ohligcalo tho Colitroc;tor rind subcontractors not to di scriminato in omploymonl practic;os;. IB-20 PREVAILING.WAGE. LAW 'f'llo principal contractor and all subcontractors.; shall pray not less, thrall the provailing wage hourly rate for oach craft or type, of worknic:m required to execulr this contract as determined by the Departnienl of Labor sand IndwAtical Relations of Missouri, pursuant to Suctions 200,210 through 200,310 inclusive of the Rovisnd Stratutea of Mis;soiari, 1994 r;s amended. (See Determination included herowith,) IB-21 OVAR.ANTEE Tlae,� Contractor shrall efuarualoo thrit the o(Impmonl, ►natorirals and workmanship furnishod undor this contract will bra as specified and will be frost: from delecls, fora poriod of one year from the cfato of finial accoptcanco. In addition, thr; oquipment furnis�,Jaed by the Contractor shall be durrantoed to bo (reae from ill dw,;igll. Within 1110 cJurarr itom; poi iod and upon rac,lifiralron of the Contractor by the Lily, the Contractor shall prorraptly rnak-o ;all hooded adjustrnr..nls;, ref,;.airs; or rc;plrac:c:nients; arising out of dofecls Which, in the judgment of the City boconao nc:;i;c;s;s;ary durino such poriod. The cost of all ninlericals,, park;, labor, tran:,poilatron, !mpervi!1J(:m, :,pr:rival tools, sand s�i.ipplies ioquirud for replaconiont of prints, repair of pmt,;or correction (if abnormalities shall be paid by the Contrinclor or by his; surely midor Ihe; torm,,, of tho Bond 1'hc,, Contraclor also oxtellds; the. brills; of liais quar;,mlee to cover rr:ipaarod f.-)arts and all replacement parts furnished uncJor rho (IHilra Ill uc, provisions; for a poriod of one; year from the date of installation tfaoreof. If within tell days after the City gives tho Contraclor notice; of dofoct, failure, or abnormality of the work, the Contractor noglocts to mrakc;, or undortcake, with clue diligence to make, the e nocossary repairs or ricljustments, tho City is hereby authorized to make tho ropairs or adjustments itself or order the work to be done by a third party, the costs of the work to be paid by the Contractor. In the evont of an oniorgency where, in the judgment of the City delays would cause serious loss or damage, repairs or adjustments may be niride by the City or a third party chosen by the City without giving notice to the Contractor, and the cost of the work shall be paid by the Contractor or by his surety under the terms of the Bond. IB-22 N_LUTICE..TQ_PROC1�-ED A written notice to begin construction work will be given to the Contractor by the City of Jefferson within ten (10)days after the Contract is approved by the City Council. The times for completion of the project !.;hall bo,gin to run on the date established in this notice;. IB-23 1!IrORK.KHEDUL.E To insure [hat the work will proceed continu0usly through the sucrreding operations to its completion with the: Iec:rst passible intorferencc: to traffic and inconvenience to tire public, the Contractor shall, al the re(JUG'st Of 010 City, submit for approval a complete Schedu10 Of hi;; proposed conslructican prc�c;edure, stating the.;oquence in which various operations of work are to be performed. lB-24 Ce, 1V_T.R9.C.T'f'l..ME I'he contract time shall bey 20 working days for the Willcoxon Drive Stormwater Phase, 30 working days for High Street, Vetters Lane to McCarty Street and 60 working days for High Street to Locust Streot. IB-25 L:�CJUIDA1Ep_UAIyfAES Liquidated damages shall be assessc'd at the rate of $500 per calendar d,,.y until the work is complete, should the project not be completed within the, contract time. IB-26 P.O._Y1l.R.OF._ATTURNEY Altorneys-in-fact who sign bid bonds or contreart howls mra:it fit(.: with each bona a cortatied and effectively dated copy of their power of attornoy. IB-27 13M-.PACKET Each bid must be Submitted ors the pro"'cribocl form:. and conlain certain cortifications and documentation. Each bid must be submitted in a sc;(.alod nnvoflo le hawing oil the outside the nan�i,; of the bidder, the bidder's aeldross, and the name, of the; project for which lhr:h bid is being submitted. If forwarded by mail, the sealed envelope containing the, bid must be enclosed in another envelope addressed as follows: Purchasing Agent City of Jefferson, MO 320 E. McCarty Street Jefferson City, MO 65101 For the convenience of bidding this project, a "BID PACKET has been included with the project manual. This packet contains the necessary forms to be submitted with the bid proposal. The contents of this packet include the following: '1) BID FORM 2) BID BOND 3) ANTI-COLLUSION STATEMENT 4) CONTRACTOR'S AFFIDAVIT 5) MINORITY BUSINESS UTILIZATION AGREEMENT END-QE 2BM!_41-EM BID-D- RS r Name of Bidder Address of Bidder "1.01_. t. e To: CITY OF JEFFERSON 320 East McCarty Street Jefferson City, Missouri 65101 THE UNDERSIGNED BIDDER, having examined the plans, specifications, regulations of the Contract, Special Conditions, other proposed contract documents and all addenda thereto; and being acquainted with and fully understanding (a)the extend and character of the work covered by this Bid; (b) the location, arrangement, and specified requirements for the proposed work; (c) the location, character, and condition of existing streets, roads, highways, railroads, pavements, surfacing, walks, driveways, curbs, gutters, trees, sewers, utilities, drainage courses, structures, and other installations, both surface and underground which may affect or be affected by the proposed work; (d) the nature and extent of the excavations to be made and the type, character, and general condition of materials to be excavated; (e) the necessary handling and rehandling of excavated materials; (f)the location and extent of necessary or probable dewatering requirements; (g) the difficulties and hazards to the work which might be caused by storm and flood water; (h) local conditions relative to labor, transportation, hauling, and rail delivery facilities; and (i)all other factors and conditions affecting or which may be affected by the work, HEREBY PROPOSED to furnish all required materials, supplies, equipment, tools, and plant; to perform all necessary labor and supervision; and to construct, install, orect, and complete all work stipulated, required by, and in accordance with the proposed contract documents and the drawings, specifications, and other documents referred to therein (as altered, amended, or modified by addenda, in the manner and time prescribed and that he will accept in full payment sums determined by applying to the quantities of the following items, the following unit prices and/or any lump sum payments provided, plus or minus any special payments and adjustments provided in the specifications and he understands that the estimated quantities herein given are not guaranteed to be the exact or total quantities required for the completion of the work shown on the drawings and described in the specifications, and that increases or decreases may be made over or under the Contract estimated quantities to provide for needs that are determined during progress of the work and that prices bid shall apply to such increased or decreased quantities as follows: CITY OF JEFFERSON ITEMIZED BID FORM FOR CONTRACT 1 WILLICOXON DR.STORMWATER IMPROVEMENTS AND E. HIGH ST. IMPROVEMENTS PROJECT NO. 32048 ITEM APPROX. UNIT NO. DESCRIPTION UNITS QUANTITY PRICE AMOUNT 1.01 Excavation and Grading LS 1 _qlo 0 ..... 1.02 Removals LS 1 w —_ v?5004 S-0 1.03 Construction Surveying LS 1 !gonl 1.04 4' x 4'Type C Inlet EA 7 y7�� _�Le)C) `� 1,05 4' x 4' Type C Inlet w/ Deflectors EA 1 af00 QU ?ooc 00 1.06 8' x 4' T e C Inlet w/ Deflectors, EA 1 .361 0-9 ` ' r� 1.07 Junction Manhole EA 2 _/�� �o 4=01D 1.08 Grated Area inlet EA 1 / ,5-o ��" 1.09 Area Inlet EA 1 1.10 15 Dia RCP class III in place LF 433 1.11 18" Dia RCP class III in place LF 160 y� C� �? 1.12 24" Dia RCP class III in place LF 19 00 1.13 30" Dia RCP class III in place LF 93 5lz Sr____.._ 1,14 36" Dia RCP class III In plane LF 97 ��`=° 2D `-0 I 1 1.15 15"Dia CPEP in place LF 61 �D 4'u ( D,-:)0 tv 1.16 30" Dia CPEP in place -". — I. a Q-0 _ J1.17 36" Dia CPEP in place LF 64Q°� 1.18 Mechanical Rock Excavation (Trench) CY 85 ��_ J 1.19 Mechanical Rock Excavation CY 40 00 1.20 Type A Curb and Gutter LF 1,344 ���_n° G� o? 8 0 1.21 6" PCC Drive Approach SY 2 25 ' 1,22 6" PCC Drive Replacement SY 105SQd I U 00 1.23 4"Asphaltic Concrete Drive Approach SY 65 — .�ba. 1_ �Il — o — 1.24 4„ Crushed Stone Drive Replacement SY 39 1.25 4 PCC Sidewalk (ADA Ramps Included) SY 205 -0 t7 �5535� a�— 1.26 6" Monolithic Curb LF 93 � " _ ___ (31 S o0 c I 1.27 12" Monolithic Curb LF 34 1.28 18" Monolithic Curb LF 27 n� °o 1.29 Thickened Sidewalk Section LF '180 -ILL_�_ I ado qp 1.30 AC Filler(4"thick) SY 185 _ -° j ,b t 1.31 Structural Concrete CY 6a°� 1.32 Handrail LF 74 1.33 Pedestrian Handrail LF 150 SGT°' !( wo 1.34 Gravity Block Retaining Wall SF 1,790 _ ' ? d°Q 1.35 Concrete Retaining Wall CY 100 (�'a _ ��nq,�a.l� _ 1.36 Unsuitable Material Excavation CY 2,000 _�OQ2 cop 1.37 Rock Backfill at Unsuitable Material Areas CY 2,000 � � 3q,QC)()9-" 1.38 7" PCC Pavement SY 2,981 _;3Q�-° p~a 1.39 Temporary Surfacing TON 70 1.40 3" Rolled Stone Base SY 3,430 , 1.41 Construction Signing and Traffic Control LS 1 wco Q° 311' 1.42 Seeding, Mulching Fertilizing LS 1 1.43 Relocated Existing Street Signage EA 4 t OCR ``u 1(0o �A 1.44 4" Dia PVC Sevice Connection Pipe LF 848 � 3'`f,2 O4n 1.45 8" PVC Service Connection Pipe LF 200 1.46 8" PVC SDR 35 Sewer Pipe 0'-6' Deep LF 493 1.47 8" PVC SDR 35 Sewer Pipe 6'-8' Deep LF 366 sue,°= j_q p-�Q 1.48 8" PVC SDR 35 Sewer Pipe 8'-10' Deep LF 56 ioD au 1.49 8" PVC SDR 35 Sewer Pipe 10'-12' Deep LF 14 �`a ( ISO 1.50 8" PVC SDR 35 Sewer Pipe 12'-14' Deep LF 14 (c n°' 1 G°$o 1.51 48"Std, Manhole 0'-6' Deep EA 10 ( g�i�°' _ _S Q1.0oo p0 1.52 Std. Manhole Frame and Lid EA 10 _ROD ° �-QQ9_ 1.53 48"Std. Manhole Additional Depth VLF 24 1000-0 1.54 Std. Lamphole 0'-6' Deep EA 1 �`�° C2n Q° CONTRACT 1 BASE BID SUBTOTAL i ALTERNATE A - ASPHALT PAVEMENT ,S,S qo 0/0 0 r i 1.55 Deduct 7" PCC Pavement SY 2,981 1.56 Add 1 1/2"AC Surface (Grade C) SY 2,981 1.57 Add 8 1/2"AC Base S'( 2,981 w[_L ._cep 6 "r? on CONTRACT 1 ALTERNATE A SUBTOTAL ► elo `"° CITY OF JEFFERSON ITEMIZED BID FORM FOR CONTRACT 2 WILLICOXON DR. STORMWATER IMPROVEMENTS AND E. HIGH ST. IMPROVEMENTS PROJECT NO. 32048 ITEM APPROX. UNIT -. NO. DESCRIPTION UNITS QUANTITY PRICE AMOUNT 2.01 Excavaton and Grading LS 1 D0000 W, (0100Q of 2.02 Removals LS 1 10 2.03 Construction Surveying LS 1 2.04 4'x4'1"ype C Inlet EA 2 2;�0co ay ��c pp�— 2.05 4'x4'Type C Inlet wl Deflectors EA 2 �. DOac ,.STY�D 0-9 2.06 15"Dia. RCP Class III in place LF 109 �4Z pu _3 I I 02 2.07 15"Dia. CPEP in place LF 63 �I I�(� °-" 2.08 Mechanical Rock Excavation (Trench) CY 15 (,� c'� 2.09 Mechanical Rock Excavation CY 10 _io01' t Ono 4U 2.10 Type A Curb and Gutter LF 907 t o° o6 p o 2.11 6" PCC Drive Approach SY 95S 3 3.-)�' °= 2.12 6" PCC Drive Replacement SY 32 � '"j -Ll s4( aQ 2.13 4"Asphaltic Concrete Drive Approach SY 65 l l Qo �-1(!S� °9 2,14 4" Crushed Sane Drive Replacement SY 65 °-° ; a° 2.15 4" PCC Sidewalk (ADA Ramps Included) SY 320 9 7 G� _ (.�C{p 2.16 AC Filler(4" Thick) SY 8 5p`-0 2.17 Structural Concrete CY 1 1 2.18 Unsuitable Material Excavation CY 170 2.19 Rock Backfill at Unsuitable Material Area CY 170 I °u123 D °� 2.20 7" PCC Pavement SY 2006 =�Q°_� 0 �� °b �. l 2.21 Temporary Surfacing TON 30 °°_ �{j U CL G i 2.22 3" Rolled Stone Base SY 2308 2.23 Construction Sighing and Traffic Control LS 1 x[000 L „�,Qqb °0 2.24 Seeding, Mulching, & Fertilizing LS 1 Qm �f ko 2.25 Relocate Existing Street Signage EA 5 .3-c O? ,, C19 2.26 4" Dia PVC Service Connection Pipe LF 157 �. 2.27 8" PVC SDR 35 Sewer Pipe 0'-6' Deep LF 263 J 2.28 48" Std. Manhole 0'-6' Deep EA 4 2.29 Std. Manhole Frame: and Lid EA 4 CONTRACT 2 BASE BID SUBTOTAL ALTERNATE A - ASPHALT PAVEMENT 2.30 Deduct 7" PCC Pavement SY (2,006) 2.31 Add 1 1/2"AC Surface(Grade C) SY 2,006 ��°� ��0 °- 10 2.32 Add 8 1/2"AC Base SY 2,006 1_'7 3�( 1 01 CONTRACT 2 ALTERNATE B SUBTOTAL �I b7 °•° CITY OF JEFFERSON ITEMIZED BID FORM FOR CONTRACT 3 WILLICOXON DR. STORMWATER IMPROVEMENTS AND E. HIGH ST. IMPROVEMENTS JPROJECT NO. 32048 ITEM APPROX. UNIT NO. DESCRIPTION UNITS QUANTITY PRICE AMOUNT 3.01 Removals LS 1 )U°° 2000 `i° 3.02 Construction Surveying LS 1 'a.o o b7c:;x Do W 3.03 4'x4' Type C Inlet EA 1 0'A()p' _aoZ QD 1'U 3.04 4'x4' Type C Inlet w/ Deflectors EA 3SOc��-' 5`O© =tl 3.05 8'x4' Type C Inlet w/ Deflectors EA 1 3 Cop SaCK:) W-1 3.06 Junction Manhole EA I f 5-0c) a'G t �;- G p q�"a 3.07 Junction Manhole w/ Grate EA 1 _)~l Q 3.08 24" Dia RCP Class III in place; LF 40 �6 �A41) � 3.09 30" Dia RCP Class III in place LF 94 � _ )2� 1 3.10 36" Din RCP Class III in place LF 262 3.11 36" Die CPEP in place LF 125 3.12 Type A Curb and Gutter LF 271 _1 L( 3.13 6" PCC Drive Apporach SY 38 3.14 Concrete I-leadwall LS 1 900 CO tQ O 3.15 Type 1 Rock Blanket w/ Fitter Cloth SY 31 30 3.16 AC Filler(4" Thick) SY 174 �_________ Q,_._ O e a Is- 3.17 Relocate Existing Street Slyanage EA 1 �. b_�UO 1 ® CONTRACT 3 SUBTOTAL , 5— 0 O d_ 1 CITY OF JEFFERSON TOTAL ITEMIZED BID FORM WILLICOXON DR.STORMWATER IMPROVEMENTS AND E. HIGH ST. IMPROVEMENTS PROJECT NO,32048 CONTRACT 1 BASE BID SUBTOTAL �� -�-�- -5S5.HIV q'Da CONTRACT 1 ALTERNATE A SUBTOTAL CONTRACT 2 BASE BID SUBTOTAL ^ I �4. bo CONTRACT 2 ALTERNATE B SUBTOTAL Dp CONTRACT 3 SUBTOTAL TOTAL OF BASE BID � .�J- 9 00 35 3 •00 TOTALS WITH ALTERNATE A 7 7 q, 5'y 3.ob TOTAL WITH ALTERNATE B -7eO 21Fl •� i TOTAL W TH ALTERNATE A& B cl-�ka—, S/GrTUR DATE SUBCONTRACTORS If the Bidder intends to use any subcontractors in the course. of the construction, he shall list them. TIME OF COMPLETION _J ® The undersigned hereby agrees to complete the project within 20 working days for the Willcoxon Drive Stormwater Phase, 30 working days for High Street, Vetters Lane to McCarty Street and 60 working days for High Street to Locust Street., subject to the stipulations of the regulations of the Contract and the Special Provisions. l It is understood and agreed that if this bid is accepted, the prices quoted above include all applicable state taxes and that said taxes shall be paid by the Contractor. J The undersigned, as Bidder, hereby declares that the only persons or firms interested in the bid as principal or principals is or are named herein and that no other persons or firms than herein mentioned have any interest in this bid or in the Contract to be entered into; and this bid is made without connection with any other person, company, or parties making a bid; and that it is in all respects fair and in good faith, without collusion or fraud. I The undersigned agrees that the accompanying bid deposit shall become the property of the Owner, should he fail or refuse to execute the Contract or furnish Bond as called for in the specifications within the time provided. If written notice of the acceptance of this bid is mailed, telegraphed, or delivered to the undersigned within sixty (60) days after the date of opening of bids, or any time thereafter before this bid is withdrawn, the undersigned will, within ten (10) days after the date of such mailing, telegraphing, or delivering of such notice, execute and deliver a Contract in the form of Contract attached. The undersigned hereby designates as his office to which such notice of acceptance may be mailed, telegraphed, or delivered: 4 /1 w1 L�t,�,Aw �OliS�iyL jha, _LCC _70.1 _PA►•�eln C,�C1�1_� CA(:Ctr^j WN_11t�Olbr�1,QSOIQ�_ I It is understood and agreed that this bid may be withdrawn at any time prior to the scheduled time for the opening of bids or any authorized postponement thereof. e, Attached � hereto is a Bid Bond for the sum of Dollars (cashier's check), make payable to the City of ,Jefferson. Signature of Bidder: If an individual, doing business as If a partnership, member of firm, b yi� If corporation,---_-- by Title SEAL Business Address of Bidder S.�rq CA C-0&J 20 I (1 1: 4�r tj,'A OU 4,10 _Paitielr- Ure!df . (' -a- If Bidder is a corporation, supply the following information: State in which incorporated Name and Address of its: President Secretary Date KNOW ALl_ MEN BY THESE PRESENTS, that we, the u ride rsignod, Lehman Construction L.L,C,, Eis PrincipFit, and United Fire and CasualtyCornnnn� !as Surety, are hereby held and firmly bound unto tht) CITY OF .JEFFERSON, MISSOURI , as owner, in the penal sum of Five Percent of Amount Bid _ � _ __. for the payment of which, well and truly to be made, we hereby Jointly and soverally bind ourselves, our hairs, executors, administrators, twcoassors and assigns, thls_4th —day of November 200 .s Thu candition ur ttte :above obligation is such that whereas the Principal has submitted to the CITY OF .IEFFERSON. MISSOURI a cartain Enid, attached hereto and hereby made a part hereof to enter Into a contract in writing, for the project entitled: "Project No. 32046, Wlllcoxon Drive Storrnwater Improvements and East High Stroet Improvements" NOW, THEREFORE, (a) If said Laid shali be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said Bid)and shall furnish a bond for his falt.hful performance of said contract, and for the payment of all persons performing tabor or furnishing materials in connection therewith, shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void, otherwise the same shall ramain in force and effect; It being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as heroin stated, The Surety,for value received, hereby stipulates and agrees thatthe obligations of said Surety and its bond shall be in no way impaired or affected by the extension of the time within which the Owner may accept such Bid; and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, the Prinr.,ipal and the Surety have hereunto set their hands and seals, and such of th©rn as are corporations hav4 caused their corporate seals to be hereto affixed and these pre:rants to be signed by their proper officers, the day and year first set forth above, Lehrnwi Construction, L.L.C. __ �� r+.. . �' '/ice• — .._—.._..(L.S.) Principal SEAL United Fir and Camialty Cowpaa�— Kos L. Be inett, Attorney-In-Fact ATTORNEY-IN-FACT AFFIDAVIT STATE OR COMMONWEALTH OF Missou.d— ) ) SS. COUNTY OR CITY OF S�le - ) On this 4th day of November _ , _2005 , before me personally appeared Kris L Bennott, known to me to be the Attorney-in-Fact of United Fire and Casualty Company, the corporation that executed the within instrument, and aclmoMedged to the that such corporation executed the same. IN WITNESS WHER] OF, I have hereunto set my liand and affixed my official seal, at my office in the aforesaid County, the day and year in this certificate first above written. Notary Yublic. in the state of Missot County of Usage JANET HASLAG NOTARY PUBLIC-NOTARY SEAL ' M Commission expires STATE OF MISSOURI My p _ CO NTy_OF OSAGE My Commission Expires: October 10,2005 UNITED FIRE& CASUALTY COMPANY C CEDAR DS HOME OFFICE- UAR RAPT , IOWA CERTIFIED COPY OF POWER OF ATTORNEY (Original on file at Home Office of Company-See Certification) OIN ALL MEIN BY THESE PRESENTS, That the UNITED FIRE& CASUALTY COMPANY, a corporation duly organized and existing M!r the laws of the State of Iowa, and having Its principal office in Cedar Rapids, State of Iowa, does make, constitute and appoint IS A. LANDWEIIR, OR CHARLES E. TRABUE, OR KRIS L. BENNETT, OR Bry A. BACKERS, ALI, INDIVIDUALLY of JEFFERSON CITY MO � Its true and lawful Attorney(s)-in-Fact with power and authority hereby conferred to sign, seat and execute in Its behalf all lawful bonds,, undertakings and other obligatory instruments of similar nature as follows: Any and All Ronda and to bind UNITED FiRE & CASUALTY COMPANY thereby as fully and to the same extent as if such Instruments were signed by the duly authorized officers of UNITED FIRE & CASUALTY COMPANY and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed. The Authority hereby granted Is continuous and shall remain in full force and effect until revoked by UNITED FIRE & CASUALTY COMPANY. This power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by Board of Directors of the Company on April 16, 1973. "Article V-Surety Bonds and Undertakings" Section 2,Appointment of Attorney-in-Fact. "The President or any Vice President, or any other officer of the Company may, from time to time, appoint by written certificates attorneys-in-fact to act in behalf of the Company in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. The signature of any officer authorized hereby, ' and the Corporate seal, may be affixed by facsimile to any power of attorney or special power of attorney or certification of either authorized hereby; such signature and seal, when so used, being adopted by the Company as the original signature of such officer,and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though.manually affixed. Such attorneys-in fact, subject to the limitations set forth in thou respective certificates of authority shall have full power to bind the Company by their signature and execution of any such instruments and to attach the seal of the Company thereto, The President or any Vice President, the Board of Directors or any other officer of the Company may at any time revoke all power and authority previously given to any attorney-in-fact. IN WITNESS WHEREOF, the UNITED FIRE & CASUALTY COMPANY has caused these presents to be signed by its vice president and its corporate seal to be hereto affixed this lsith day of October, 2003 COIfOtAfE UNITED FIRE & CASUALTY COMPANY -- By Vice President State of Iowa, County of Linn, ss: r :On:::l9th day of October, 2003, before me personally came Randy A. Ramlo Ito i•ne known, who being by me duly sworn, did depose and say; that he resides in Cedar Rapids, State of Iowa; that he is a Vice President of the UNITED FIRE &,CASUALTY COMPANY, the corporation described in and which executed the above instrument; that rhe knows the seal of.said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that lie signed his name thereto pure nt to like authority, and acknowledges same to be the act and deed of said corporation. MARY A.JANSEN + Notary Put ' COMMISSION NUMBER 713299 My commission ex lies: 10/26/2004 MY�QT,SSIo I, the undersigned officer of the UNITED FIRE & CASUALTY COMPANY, do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the by-laws of said Company as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID COMPANY, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. In testimony whereof I have hereunto subscribed my name and affixed the corporate seal of the said Company this 4t1� day of_November______ 20 Qa- cotro�tttE rsi�L Secretary r j JMTFI:) FIDE:& C'.A L AI.'I`1"(X)MI.= N1' 1 UNITED LIFE INSl.1RANC"1 (.,C)Mf:ANY. , 18 Second AVeriuC., 5.I 1„ 1`0s1 CWICC! BOX 73009 Cedar Fiapids, Iowa 5240 NOTICE TO MISSOURI SURETY BOND HOLDERS Should you have a question about your bond or policy, please contact your insurance agent first. If you are unable to contact or obtain information from your agent, you may contact our company at the address and phone number below: United Fire & Casualty Company ATTENTION: Band Department P.O. Box 73909 Cedar Rapids, Iowa 52407 800-343-9130 I'}-I: 31 J•3DE-51-i00 FAX:310%390,5409 r -moo_ION STS T M.E STATE OF �i5sottr ) COUNTY OF _;�r�N _ ) 4tiPj W-'rh p"o being first duly sworn, deposes and says that he is �,c e- ?rr,, ; ta,�..,�4 ^ of TITLE OF PERSON SIGNING NAME OF BIDDER that all statements made and facts set out in the bid for the above project are true and correct; and that the bidder (the person, firm, association, or corporation making said bid) has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with such bid of any contract which result from its acceptance. Affiant further certifies that bidder is not financially interested in, or financially aff iliated with, any other bidder for the above project. (BY). _. (BY) Sworn to before me this day of_ xlov e in i e,-- , 200 .7 r DAVID CA 1t RN ETT Notary Public Notary Seal CL•� STATE OF MISSOURI NOTARY PUBLIC Mouiteau County V I I e I7 My Commission Expires:Sept.5,2005 My commission expires:__ � .l _C,OONTRACIOR"S AFFIDAlI..I This affidavit is hereby made a part of the Bid, and an executed copy thereof shall �l accompany each Bid submitted. ..J STATE OF 5.5mkr 1 ) ss COUNTY OF N 14 ea vi The undersigned, -e#-1N Le VN-%fNN of lawful age, being first duly sworn states upon oath that he is the contractor submitting the attached bid, that he knows of his own knowledge and states it to be a fact that neither said bid nor the computation upon which it is based include any amount of monies, estimate or allowance representing wages, moneys or expenses, however designated, proposed to be paid to persons who are not required to furnish material or actually perform services upon or as a part of the proposed project. AFFIANT Subscribed and sw rn to before me, a Notary Public, in and for the County and State aforesaid, this ? . day of _�yNi�t h r,- , 200.7 DAVI[) A.A.CJ f i� Notary Public Notary Seal 1jJ�7�_— STATE OF MISSOURI —� NOTARY PUBLIC Monitcau Cotmty _ / My Commission Expires; Sept.5,2(X)5 �G1 V i t) My Commission Expires: __/J..�� __ . � () S- • .l MIN BtJSINSS _ t�TERPF�t_�ET, TidT Contractors bidding on City contracts shall take the following affirmative steps to assure that small, women owned, and minority business are utilized when possible as sources of suppliers, services, and construction items. 1. Contractor's will submit the names and other information if any, about their MBE sub-contractors along with their bid submissions. 2. Sufficient and reasonable efforts will be made to use qualified MBE sub- contractors when possible on City contracts. 3. Qualified small, women owned, and minority business will be included on solicitation lists as sub-contractors for City supplies, services, and construction. 4. Qualified small, women owned, and minority business will be solicited whenever they are potential sources. 5. When economically feasible, Contractors will divide total requirements into smaller tasks or quantities so as to permit maximum small, women owned, and minority business participation. 6. Where the requirement permits, Contractor will establish delivery schedules which will encourage participation by small, women owned and minority businesses. 7. Contractor will use the services and assistance of the Small Business Administration, the Office of Minority Business Enterprise, and the Community Services Administration. 8. Forms for determining Minority Business Enterprise eligibility may be obtained from the Department. of Public Works. r MINORITY BUSINESS RJERA TI© AGREE MEN A. The bidder agrees to attempt to expend at least two (2) % of the contract, if awarded,for Minority Business Enterprise(MBE). For purposes of this goal, the 1 term "Minority Business Enterprise" shall mean a business: 1. Which is at least 51 percent owned by one or more minorities or women, or, in the case of a publicly owned business, at least 51 percent of the stock of which is owned by one or more minorities or women; and 2. Whose management and daily business operations are controlled by one or more such individuals. "Minority Group Member" or"Minority" means a person who is a citizen or lawful permanent resident of the United States, and who is: 1. Black (a person having origins in any of the black racial groups of Africa); 2. Hispanic (a person of Spanish or Portuguese culture with origins in Mexico, South or Central America, or the Caribbean Island, regardless of race); 3. Asian American (a person having origins in any of the original peoples of the Far East, Southeast Asia, the Indian sub-continent, or the Pacific Islands); 4. American Indians and Alaskan Native (a person having origins in any of the original peoples of North America); 5. Member of other groups, or other individuals, found to be economically and socially disadvantaged by the Small Business Administration under Section 8(a) of the Small Business Act, as amended [15 U.S.C. 637(a)]. 6. A female person who requests to be considered as an MBE, and who "owns" and "controls" a business as defined herein. Minority Business Enterprises may be employed as contractors, subcontractors, or suppliers. B. The bidder must indicate the Minority Business Enterprises) proposed for utilization as part of this contract as follows: 1 Name and Addresses Nature of Dollar Value of of Minority Firms Pd LLdP tbn 9—y d7 �^ 1 �+ o� Total Bid Amount:_&0 -,-?, 07 _3 Total: _ Pe r cen t ag e of Minority Enterprise Participation: c.� % C. The bidder agrees to certify that the minority firm(s) engaged to provide materials or services in the completion of this project: (a) is a bona fide Minority Business Enterprise; and (b) has executed a binding contract to provide specific materials or services for a specific dollar amount. A roster of bona fide Minority Business Enterprise firms will be furnished by the City of Jefferson. The bidder will provide written notice to the Liaison Officer of the City of ,Jefferson indicating the Minority Business Enterprise(s) it intends to 1 use in conjunction with this contract. This written notice is due five days after notification to the lowest bidder. Certification that the Minority Business Enterprise(s) has executed a binding contract with the bidder for materials or services should be provided to the MBE Coordinator at the time the bidder's contract is submitted to the MBE Coordinator. D. The undersigned hereby certified that he or she has read the terms of this agreement and is authorized to bind the bidder to the agreement herein set forth. NAIME OF AUTHORIZED OFFICER DATE eJ .���` Ztv3 __ SIGNATURE OF AUTHORIZED OFFICER AFFIDAVIT COIUIPLIANCE WI1"H_p1 EV R.ING W,AG E 1.,.�►,1i�! Before me, the undersigned Notary Public, in and for the County of State of_ , personally came and appeared NAME POSITION of then NAME OF COMPANY (A corporation)(a partnership)(a proprietorship)and after being duly sworn did depose and say that all provisions and requirements set out in Chapter 290, Section 290.210 through and including 290.340, Missouri Revised Statutes, pertaining to the payment of wages to workmen employed on public works projects have been fully satisfied and there has been no exception to the full and complete compliance with said provisions and requirements and with Annual Wage Order No. 10, Section 026, Cale County in carrying out the contract and work in connection with Project No. 32048,Willcoxon Drive Stormwater Improvements and East High Street Improvements located at Jefferson City in Cole County, Missouri, and completed on the day of 20 SIGNATURE= Subscribed and sworn to me this _ day of , 20_.._ NOTARY PUBLIC My commission expires: STATE OF MISSOURI ) ss COUNTY OF._^ ) issoun Division of Labor St'' dards WAGE AND HOUR SECTION !"f- .00000"M%ft— T 1-1 0, 0 r ( 3 ILA 11 07 BOB HOLDEN, (lovernor Annual Wage Order No. 10 Section 026 COLE COUNTY In accordance with Section) 290.262 RSMo 2000, within thirty (30) days al"t.(-r a cetllfied copy of this Annual Wage Order has been filed with the Secre.laty of' State as indicated below, any person who may be, affected by this Annual Wage. Order' may ob,jcd by Illing an obJectlon in triplicate with the Labor and Industrial Relations Commission', 11.0. liox 5t)9, Iefrc.rson City, Mo G5102-0599, Such ObJect lolls must. se.t. furth In writing the cprcitic grollilds of objection. Bach objection shall certify that a copy has hcell furnished to the Division of h1hol. Standards, [1.0. Box 449, Jefferson City, MO 65102.0/119 1XII'SLIMIt 10 8 CSR :'0•,5,010(1). A ce.rt.1fic-d copy of the Annual WilgC 01'(ICI' IMS hecn filed with the Secretary of State of' Missourl, F!I CAMcco A. Baker, Director ' - Division of Labor standards Filed With Sccrc-tary of Slate: Last Date Objections May Be fl'll(-(I: APR 0 9 2003 Prepared repared by Misssourl Department of Labor and Industrial Relations Building Construction Rates for REPLACEMENT PAGE Section 026 COLE County � erhve Basic vex• _ OCCUPATIONAL TITLE Date of Hourly Time Holiday Total Fringe Benefits _ Increase Rates Schedule Schedule Asbestos Worker _ r $28.26 _ 55 60 _ $9.74 Boilermaker _ _ 9/03 $27.40 57 _ 7 $14.29 Bricklayers-Stone Mason $23.65 59 ____7 $7.35_ Carpenter _ 3/03 $19.03 60 15 $7.86 Cement Mason -$18,26 9 _ 3 _ $8.40 Electrician Inside Wireman $23.73 28 7� $9,06+ 13% Communication Technician - USE ELECTRICIAN INSIDE WIREMAN)RATE Elevator Constructor_ a $30.725_ 26 54------ __$10.4611 Operating Engineer _ Group 1 5/03 $.22.62 86 66 $13.03 Group it _ 5/03 _$22.62_ 86 66 _ _ _ $13.03 Group 111 5103 $21.37_ w 86 66 $13.03 -Group III-A - 5103 _ _ $22,62 �86 _�66 $13.03 -Group IV _ 5/03 _ $23.32 86 66 - $13.03 Group V 5/03 $24.62 86 66 $13,03 Pipe Filter -y� W 7/03 b $2935_ 91 69 _ $12.33 Glazier $12.50 FED $2,34 Laborer(Building): -_ _ General $15.87 1 110 7 _ $7.33 First Semi-Skilled $17.47 110 - 7� J $7.33 Second Semi-Skilled $16.87 110 7 $7.33 Lather r USE CARPENTER RATE Linoleum Layer& Cutter USE CARPENTER RATE Marble Mason _ $23.6_5 5•T _7 $7.35 Millwright ____Y_ �_ - - 3/03 $20.03 60 15 $7.86_ _ Iron Worker _ 8/03 $21,87 11^ 8__ _ $13.00 Painter _ $18.44 18 _ 7 $5.33 +- Plasterer _ $17.32 94 5 $8.15 Plumber 7/03 b $29.75 91 69 $12.33 Pile Driver 3/03 1 $20.03 60 15 _ $7.86 Roofer $23.15 12 4 _ - $7.09 Sheet Metal Worker 7/03 $23.03 _ 40 23 $8.65 Sprinkler Fitter _ __ V $15.00 FED $2.27 _ Terrazzo Worker _ $27.50 T116 5�_ �$2.95� Tile Setter $23.65_ _59 ^ 7_ $7.35 Truck Driver-Tearrisler _ _ _ Group I ---� 3/03 _ 101 5_ ---,- $5.25 --^ Group 11 _ 3103 $20.00 101 5- - $5.25____ -Group 111 + 3/03 $19.70 101 �5 $5.2.5 Group IV 3/03 1 $20.00 101 $5.25 Traffic Control Service Driver Welders-Acetylene & Electric Fringe Benefit Percentage is of the Basic Hourly Rate Attention Workers: If you are not being paid the appropriate wane; rate ands fringe benefits contact the Division of Labor Standards at(573) 751-3403. Annual Incremental Increase 'SEE FOOTNOTE PAGE ANNUAL WAGE Ot2DER NO 10 0/03 Building Construction RaIrm-for 131-PLAGUMINT PAGE Soctlon 026 COLE County Footnolos —Effo—rilvo Basic vor- OCCUPATIONAL TITLE Date of Hourly Tillio Holiday Total Fringe Brincifits Increase Rrittis schodillo Schedule 'Woldom r.,,,,,Iv,,taco pro,c,ll,o,l for the,,r,,,p,,,Ilo 11,11 porlorming operation lovl,l,,h wrildln,is inci,lonlal Uso GuIlding Construction Ratos on Building(s)ruid All Ininiodlinto Atlachnionts.Uso Hoavy Construction ral6r,for romaindrif of projoct. For Ih o occupational ullus not listo(I In I I oi ivy Con-itruction Shouts,ts,u no Palos s it own on Building Construction Rato Shoot. a•Vacation: Employees over 5 years-8%; Employoor,undor 5 mors--6% b• All work over$3,15 Million Total Mrichanicul Contract-$29.75,'Fritifloq•$12.33 All work under$3,5 Million Total Morharilcal Contract-$20.41,Fringan-$10.513 l� 1 1 'Annual Incrorriontril Inctonsit ANNUAL WAGE ORDER NO, 10 7103 r - COLF,COUN'T'Y OVlat'1'IME,SCIIIAMILh;-- lit{ILDING CONSTRIIC'TION REPLACI?111EXI' 1'AGL FI.D: Minimum requirement per Fair Labor Standards Act means lime and one-Iralf(1 '/,)shall he paid tier all work in excess of forty(40)hours per work week. NO.9: Means the regular workday starting time ol'1:00 a.m. (and resulting(joining;lime ol'.1:30 p.m,)may be moved forward to 6:00 a.m. or delayed one hour to 9:00 a.m. All work performed in excess ol'the regular work day and on Saturday shall be compensated at one and one [lilt l'(1 Y,)times tlue regular pay. Itt!hc event time is lust Quring the work week due to weather conditions,the Employer may schedule work on the IbIlowing Saturday at straight time. All work accomplished on Sundary and holidays shall he compensated lirr at double the regular role of wages. The work week shall be Monday through Friday,except (irr midweek holidays. NO. 11: Means eight(1)hours shall constitute it(lay's work, with the starting time to be established between 7:00 a.m. and 1:00 a.m, front Monday to Friday. Time and one-half(I!%,) shall be paid for first two (2) hours of'overtime Monday through Friday and the first eight (1) hours on Saturday. All other overtime hours Monday through Saturday shall be paid at double(2) time rate. Double(2) lime shall be paid liar all time on Sundry and recognized holidays or the days observed in lieu ol'thcse holidays. NO. 12: Means the work week shall commence on Monday at 12:01 a.m. and shall continue through the following Friday, inclusive of each week. All work perfirrmed by employees anywhere in excess of Corty(40) hours in one(1) work week, shall be paid firr al the rate of one and orc-hall'(16) times the regular hourly wage scale. All work perfirrmcd within the regular working hours which shall consist of it tell (10) hour work day except in emergency sihaations. Overtime work and Saturday work shall be paid at one and one-hall'(I'/.,) times the regular hourly rate. Work on recognized holidays and Sundays shall be paid at two(2)tines the regular hourly rate. 1 NO. 18: Means the regular work day shall be eight (1) hours. Working hours are from six (6) hours before Noon (12:00) to six (6) hours after Noun(12:00). The regular work week shall he forty(40)howl,beginning between 6:00 a.m.and 12:00 Noon on Monday and coding between 1:00 p.m.and 6:00 p.m.on Friday. Saturday will he paid at time and one-hall'(1'12). Sunday and I loli(lays Shaul be 1)1id at double (2) tin)c. Saturday can be it make-up clay if the weather has forced it day oil',bill only in the week of*the day being lost. Any time bel'ore six (6)hours before Noun or six(6)hours after Noon will be paid at time and one-11,111'(1 112). NO.26: Means that the regular working clay shall consist of eight (1)hours worked between 6:00 a.m.,and 5:00 pm,, five (5) days per week, Monday to Friday, inclusive. I IOUIS of work at eacli jobsite shall be those established by the general contractor and worked by the majority of trades. (the abode working hours may be changed by unaual Agreement). Work perfbruted on Construction Work on Saurr•claays, Sundays and belirre and after the regular working day on Monday to Friday, inclusive, shall be classified as overtime, and paid for at double (2) the rate of single time. The employer nary estahtish hours worked oil a.jobsite for it four(4) ten (10) hour day work week at straight time pay for construction work; the regular working clay shall consist of len (Ill) 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 nn Monday to Thursday where a four (4) ten (10) hour day workweek lists [cell established, will lie paid at two times (2) the single (line rate of pay. 'fhc rate of pay liar all work perlirrmcd on holidays shall be ;it two times(2) the single time rate of pay. ANNUAL. WAGE ORDER NO, 1(1 A�VIO O�b(Y1'tilip.cluc I'a,!c 1 of S Pages COLE,COUNTY OVERTII111;SCHFA)ULF,— Iii III,I)ING CONSTRUCTION RE'f'LACE'NIFINT PAGh. NO. 28: Means eight(8) hours between 7.00 a.m. and 5:30 p.m., with at Icast it thirty(30)(ninule period to he taken for hutch, shall constitute a day's work five(5)clays it week, Monday through Friday inclusive, shall constitute it work week. The Employer has the option for a workday/workweek of lour(4)ten(10)hour days(.I-I0'S)provided: -The project must be liar a minimum of four(4)consecutive clays, -Starting time may be within one(I)hour either side of 8:00 a.m. -Work week must begin on either a Monday or'fuesday: If a holiday fills within that week it shall he a consecutive work day. (Alternate: Ira holiday falls in the middle ol'a week,Ihcn Ore regular cig;ht(8)hoar schedule may be implemented). -Any time worked in excess of any ten(10)hour work clay(in it 1-10 hour work week)shall he al lilt, appropriate overtime rate. All work outside of the regular working hours as provided, Monday through Saturday,shall I be paid at ono at• one-hall (1'/2)times the employee's regular rate of pay. All work per•li,rnaed from 12:00 a m. Sunday Ihimigh 8:00 amt Monal:ay, and recognized holidays shall be paid at double(2)the straight time hourly rate of pay, Should rnrydoycrs work 111 excess of twelve(12)consecutive hours they;;hall be paid double time(2X) 161.all time aller Iwclvc(12)1111111~ Shift work performed between the hours of 4:30 p.m.and 12:30 a.m.(second shift)shall receive eight (8)hours pay at the regular hourly rate of pay plus ten(10%)percent for seven and one-hall'(7'/:)hours work. Shift eturk performed between the hours of 12:30 a.m. and 8:00 a.m.(third shift)shall receive eight(8) hours pay tat the regular hourly rate of pay plus fifteen(15"1,,)percent for seven(7) hours work. A lunch period of thirty(30) minutes shall be allowed on each shift. All overtime work required after the completion of a regular`11111 shall be paid at one and one-half(1%:)times the shift hourly rate. NO.33: Mcans the standard work day shall be eight(8)consecutive hours or work hctwecn the hours of h:00 a.m, and 6:00 p.m.,excluding the hunch period,or shall conlonn to the practice on the job site. Dour(1)days at tell(10)hours n day may be worked at straight time, Monday through Friday and need not be consecutive. All overtime, except lit Sundays and holidays shall be at the rate of lime and one-half*(l;'z). Overtime worked on Sull&lys and holidays shall be at double(2)time. NO.40: Means the regular working week shall consist of live(5)consecutive(8)hour days'labor on the job hepinningt with Monday and ending with Friday of each week. Four(4) 10-hour clays may constitute the rcg;ufar work week. I lac regular working day shall consist ol'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 lull or part time labor performed during such hours shall be recognized as reg olalr working hours and paid for at the regular hourly rate. All hours worked on Saturday and all hours worked in excess ofeight(8)hours bill not more than twelve(12)hours during the regular working week shall he paid for at time and onc-Ilalll 1':)t11c reg,utlar hourly rate. All hours worked on Sundays and holidays and all hours worked in excess oftwclve(1 2) hours during the regular working day shall he paid at two(2)limes the t•egular hourly rate. In the event or t ain,snow,cold or excessively windy weather on it regular working clay,Saturday may be desiLmated as it "nuke-up"day. Salmday may also be designated as a"make-up" clay. for an employee who has missed a day 111'work Cor personal or other reasons. pay for"make-up"days shall be at regular rates. NO.55: Means the regular work day shall be eight(8)hours between 6:00 a.111.and 4:30 11.111. '1 he li(sl Iwo(2)hours of work perfbnned in excess of the eight (8) hour work day, Monday through Friday, and the lirst tcn (10) hours of work on Saturday, shall be paid at one & one-half(1'4) times the straight time rate. All work perlimucd on Sunda),, observed holidays and in excess of ten (10) hours a day, Monday through Saturday, shall I112 paid 111 double (2) the ' straight time rte. NO. 57: Means eight(8)hour;per clay shall constitute it(lay's work and fort)'(40) hours per Wcek, 1111011)111 Friday, shall constitute a Wcek's work. The regular starting time shall be 8:00 a.m. The above nlay he changed by mutual consent of authorized persanncl. When circumstances warrant, the 1 ntploycr may change the rcg;ular workweek to four (4) ten-hour days at the regular time rate of'pay. It bring understood that all other pellinenl inlorntation must be adjusted accordingly. All lime worked belore and aller the established workday oreight(8)horns, Monday through Friday, all time worked on Saturday, shall be paid at the rate ol'tithe and one-half(1 1.0 except in cases where work is pant of an ernployce's regular Friday shill. All time worked on Sunday and recognized holidays Shall be paid at the double(2)lime rate of pay. tANNUAL WAGE ORDLR NO. 11) r1 w 111(126 O1':ilip.dn� 11:11:c 2 ol'?I':apcs COLE COUNTY OVERTIME,SCIiEDULE'—BUILDING CONSTRUCTION REPLACEMENT PAGE NO. 59: Means that except as herein provided,eight(8) hour:~ a day shall cunstiluic a standard work day, and i'orty (40) hours per week shall constitute a week's work. All time worked outside of the standard eight (8)hour work day and on Saturday shall be classified as overtime and paid the rate of tirne and onc-hall'(I''/I). All time worked on Sunday and holidays shall be classified as overtime and paid at the rate of double (2) time. The Employer has the option of working either five (5) eight hour days or four(4) ten hour days to constitute a normal forty (40) hour work week. When the four(4) ten-hour work week is in effect, the standard work day shall be consecutive ten (10) hour periods between the hours of 6:30 a.m. and 6:30 p.m. Forty (40) hours per week shall constitute a weeks work, Monday through Thursday, inclusive. in the event the job is down for any reason beyond the Employer's control, then Friday and/or Saturday may,at the option of the Employer,be worked as a make-tap day;straight time not to exceed ten (10) hours or forty(40)hours per week. When the five day(8)hour work week is in effect, (tarty(40)hours per week shall constitute a week's work, Monday through Friday, inclusive, In the event the job is down for any reason beyond the Employer's control,then Saturday may,at the option of the Fniployer,be worked as a make-up day;straight time not to exceed eight (8) hours or forty (40) hours per week. The regular starting time (and resulting quitting time) may be moved to 6:00 a.m.or delayed to 9:00 a.m. Make-up days shall not be utilized fordays lost due to holidays. NO.60: Means the Employer shall have the option of working live 8-hour clays or four 10-hour clays Monday through Friday. If an Employer elects to work five 8-11our days during any work week, hours worked more than eight (8)per day or forty(40) per week shall be paid at time and one-half(1;4) the hourly wage rate plus fringe benefits Monday through Friday. SA'T'URDAY MAKE-Up DAY: If an Employer is prevented from working forty(40)hours,Monday through Friday, or any part thereof by reason of inclement weather(rain or mud),Saturday or any part thereof may be worked as a make-up day at the straight time rate. It is agreed by the parties that the make-up day is not to be used to make up time lost due to recognized holidays. If an Employer elects to work four 10-hour days, between the hours of 6:30 a.m. and 6:30 p.m. in any week, work performed more than ten (10)hours per day or forty (40) hours per week shall be paid at time and one half (I%) the hourly wage rate plus 11-inge benefits Monday through Friday. If an Employer is working 10-hour days and loses a day duc to inclement weather,the Employer may work ten(10)hours on Friday at straight time. Friday must be scheduled for no more than ten(10)hours at the straight time rate,but all hours worked over the forty(40)hours Monday through Friday will be paid at lime and one-half'(1 !iz) the hourly wage rate plus fringe benefits. All Millwright work perforated in excess of the regular work day and on Saturday shall be compensated for at time and one-halt' (11/2) the regular Millwright hourly wage rate plus fringe benefits. The regular work day starting of 8:00 a.m.(and resulting quitting time of 4:30 p.m.)may be moved(onward to 6:00 a.m,or delayed one(1)hour to 9:00 a.m. All work accomplished on Sundays and recognized holidays,or days observed as recognized holidays, shall be compensated for at double (2) the regular hourly rate of wages plus Iringe brnelits. NOTE: All overtime is computed on the hourly wage rate plus an anount equal to the fringe benefits. NO. 86: Means (tie regular work week shall consist of live(5) days, Monday through Friday, beginning at 8:00 a.m. and ending at 4:30 p.m. The regular work day beginning lime may be advanced one or two hours or delayed by one hour. All overtime work perfomned on Monday through Saturday shall be paid at time and one:hall'(1'/)01'111C hourly rate plus an amount equal to one-half('/z) of the hourly Total Indicated Fringe Benefits. All work performed on Sundays and recognized holidays shall be paid at double(2) the hourly rate plus an amount equal to the hourly Total Indicated Fringe Benefits. NO. 91: Means eight (8) hours shall constitute a day's work commencing at 8:00 a.m. and ending at 4:30 p.m., allowing one-hall'(1/2) hour for lunch. The option exists for the Employer to use a flexible starting time between the hours of 6:00 a.m. and 9:00 Lni. I'he regular work week shall consist of lorty (40) hours of five (5) work days, Monday through Friday. The work week may consist of lour(4) ten (10)hour clays from Monday through Thursday, with Friday as a make-up day. II'the make-up clay is a holiday. the employee shall be paid at the double(2) time rate. The employees shall be paid time and one-hall'(1 %) for work performcd bciore the regular starting time or after the regular quitting time or over eight(8)hours per work clay (unless working a 10-hour work clay, then time and one-half (I !!) is paid for work performed over ten(10) hours a day)cu-over forty(40)hours per work %veek. Work performed on Saturdays,Sundays acid recognized holidays shall be paid at the double(2)time rate of pay. ANNUAL WAGE,ORDER NO. ill Avila 026 01'Stip.doc 11a1;e 3 of 5 Pages CM,E' CM OVEIt FIN1K SC'lih.l)I' ,F, IIIill,l)ING t'ONNI ltll('1 ION I011TAC'F:NIEN] PM.1: N(1, 94: Nocans ci►!111 00 hour~shall constitute it days ssork hrtwccn Illy hotlfr,ol'ti 00 il.111 01111 5.00 11,111. the rcl.;ular %voikiiny stllting Ititle o C ti:00 11.111. (at fit resi Ill ing (p IitII g'lilllc lit 1:.1(1 1).111.) 11 C1y Ile Illll('('t) Ilim-iII(I to 6:00 a.111, of dclayc(I title (I) hour to (1:(111 a.m. All work performed in exec"s of the wgillar \ioik :(it) and on Saturday shall he compensated al one and one-half(I'::) times the regular pay. In the event time is lost during life work week (fife to weallier conditions. Ills Fillployer (nay schedule work on the following Saturthy al slraigh( Une. All work accomplished on Solidify and holidays shall he conpcnsawd at dollhle the Iegular rate of w NO. 101: Means that cxccpl us provided below,right(8)hours a clay shall constitute a sUoudald work day,and fumy('I0) hours per week stall)constitute a week's work,which shall hegira on Monday ioal cad on hriday. All little worked outside ol'tile standard work (lay and oil Saturday shall lie classified its ovellinlc and paid life rate ol,tilnc and one-hall'(1'/,) (except as herein pm)vidcd). All little worked oil Sunday and recogmvcd holidays shall he classified as ovcrllnlc and paid fit(lie ralc of louhlc(2)tittle, The tegldar starling;(title(iul(I resullimg(Iuildilp,tittle)11111),be moved (,•ware(Iwo(2)hours to 6;00 a.m. or the stalling link 10110 resulting quitting lime)piny he delayed one(I)hour it)9:00 a.m, 'I'hc Employer has file option of working eitllci live(5)eight-hour days or l6ur(A)tcn-hour days to constitute it normal forty(40)hour work week. When n four H) ten hour day work week is fit cll'cl, life standard work day shall he consecutive left (10) hour pctiods howcen the hours of 0::III a.nl. and 0:111 p.m. I•orty(,I0)hours per week shall constitute a week's work Monday thtoogh 'I'Inlrsday, inclllsivr. In the csctlt the job is down for lilt)' leason beyond the 1?111ployer's control, then Friday and/or saillithy I11.1y, al the option ol'the Employer, he worked as a make-up day: sliail;ht tittle nol to exceed tell (10) hottus per day or Billy (•10) hours per week. Starting little will he(!esignated 1)y file employer. When the five(5) day eight (8)hour wofk week is in cftirl, forty('10)hours pci week shall constitute a i(cek's work, Noonday through Friday, illclusive. ht the evcat the joh is down fir ally reason 1)cyomd the 1'.nf1)loyel's control,then Saturday may,at';he option of the Fmploycr, he wmkcd as a make-up da); straight time nol to c.vccc(1 cighl (8) hours per day or forty (40) hour;; [let- week. NUlke up 0111 s shall not be uliliicd li)r days loll due Io holidays, NO. 110: Nocaw cighl(8)hours hclwccn the hours 01'8:110 il,m. imd,1:30 jimi. shall constitute a work day. The starling; tittle foal' he advanced one (I) or Iwo (2) hours. FInployces shall have a lunch period of thirty (30) minutes. The Fillploycr nuly pfovidc a (Ilill'll period of one(I)hour,and in 11101 went, the workday shall continence it 8:00 a.m. and eml 1)l 5:1111 p.m. Fife workweek shall commence al 8:00 a.m. on Monday and shall end at 4:30 p.m, on Friday(or 5:00 13,11). on hriday if'life Fluploycr j,'NII1us it 11111CII period o1'o11c(I► hour), or as ad'juste'd by slartinf tonic change as stut((l above. All work perinrined before 8:00 0.111. and after 4:30 p.m. (or 5:00 p.m. where one (I)hour Itrlich is granted fir lunch) or as adjusted by slar(ing liulc change as stated ahmC or on Satorda)', ext:cpl :IS hcrcin provided, shall he Compensated at one and one-hall' (11,:) times the rvgulliu hourly talc of pay for the work perlormled, All work 13etfiunled on Sunday and oil lecognized holidays shall he compensate(( al double(2) the regular hourly rate ol'pay for file work perlonned. Wall kniployer is pievenled from working linty (40) hours, Monday through 1'riday,or any part thcreoh by reason of inclelllcnl weather(rain and ntod). sallu(hy or any pall thereol'may he worked as it make-up clay n( Ills slMighl little rate, The F11111loycr .shall have the option of*working lkc sigh( (8)hour days or lour ten (10)hour days Noonday through Friday. I1 :u1 Fi ploycl elccl�. to work live(5)clghl (8) hour days during any work week,(tours w'oikcd 111(vc than eight (8)pcl (lily or forty(40)hours per week shill) he paid i11 ling and one-hi11C(11 ) the hourly rate Monday through Friday. Ikill Fillployer elects Io work Dour 1 11 tell 110) hour days in any xvck, work perlornled more than Ica (ill) hoofs per day of forly(40) hour's per wcck shall he paid at tittle and unc-half(I'-:)(he hourly talc Mnn(lay through Friday. If'all 1•:ntployer is working tell(10) hour days and loses a da,v due to incicfncul weather, they may work Ira (10) hours Frfllay al straight tittic. Fridley 11111"1 he "c11eduled fir'm lead ciglllt (8) hours mid no more than Ica (10) If otu" at the strinl"lu 011w tme, hill all hours iwikcd user the loll) (40) horn, Monday through Filthy will be paid at little and one-loot'( I':►o,rltinlc role. ANNUAL WAGE OitDLR NO. III ASV 1110 n()I Sul,dot Page•l u1 5 1'.Ige+ COLE' COUNTY OV1AITIME,SCHEDULE— III)ILDINC CONS'1'It;UCTION Ith,l'I,ACI?MI?N'I' 1'AC1; NO. 116: Means the standard work dory shall consist of eight (8) hours of work between the hours of 8:00 a.m. and 4:30 p.m. The standard work week shall consist of live :standard work days commencing on Monday and ending on Friday inclusive. All time worked before and aller the established eight (8) hour work day, Monday through Friday, and all time worked on Saturdays, shall be paid lirr at the rate of time & one-half(l%:) the hourly base wage rate in effect. All time worked on Sundays and recognized holidays shall be paid li►r at the rite of double(2) the hourly base wage rate in enbet. NO. 122: Forty (40) hours between Monday and Friday shall constitute the normal work week. Work shall be ' scheduled between the hours of 6:00 a.m, and 6:30 p.m., with one-half hour for lunch. Work in excess of eight (8) hours per day and Forty(40) hours per week, and on Saturdays, shall be paid at the rite ol'one and one-half times the norn►al rate. Due to inclement weather during the week,Saturday shall be a voluntary make up day. ANNUAL WAGE,ORDER NO. 10 AWIU 026 OT Stip,doe page 5 of 5 fades COLE COUNTY 1I01,11)AV SCFIEDULL -- I31611,1)ING CONSTRUCTION NO. 3: All work clone on New Year's Day, Decoration I)ay, .Idly 4th, Labor Day, Veteran's Day, Thanksgiving Day and Christmas Day shall be paid at the double tinge rate ofpay. Whenever airy such holidays fall on a Sunday, the following Monday shall be observed as a holiday. NO. 4: All work done on New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving and Christmas Day shall be paid at the clouhlc tinle rate ofpay. If any of tlic above holidays fall on Sunday, Monday will he observed as the recognized holiday. ll'any of the above holidays fall on Saturday, Friday will be observed as the recognized holiday. NO. 5: All work that shall be done on New Year's Day, Memorial Day, Fourth of July, Labor Day, Veteran's Day, 'I'hanksgiving Day, and Christmas Day shall be paid at the double (2) time rate of pay. NO. 7: All work done on New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, and Christmas Day shall be paid at the double tinle rate of pay. Ira holiday falls on a Sunday, it shall be observed on the Monday. Ifa holiday Ialls on a Saturday, it shall be observed on the preceding Friday. NO. 8: All wort: peribrined on New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day,Thanksgiving Day,and Christmas Day, or the days observecl in lieu elf these holidays, shall be paid at the double time rate of pay. NO. 15: All work accomplished on the recognized holidays ol'New Year's Day, Decoration Day (Memorial Day), Independence Day (Fourth of July), Labor Day, Veteran's Day,Thanksgiving Day and Christmas Day, or days observed as these named holidays, shall be compensated for at double (2) the regular hourly rate ofwages plus fridge benefits, lfa holiday halls on Saturday, it shall be observed on the preceding Friday. If a holiday falls on a Sunday, it shall be observed on the following Monday. No work shall be performed on Labor Day, Christmas Day, Decoration Day or Independence Day except to preserve lilo or property. NO. 19: All work done on New Year's Day, Memorial Day, July 401, Labor Day, "thanksgiving Day, and Christmas Lay shall be paid at the double time rate of pay. The employee may take off ' Friday following Thanksgiving Day. However, the employee shall notify his or'her Foreman, General Foreman or Superintendent on the Wednesday preceding 'I'hllnlesgiving Day. When one of the above holidays halls on Sunday, the hollowing Monday shall he considered the holiday and all work performed on said clay shall beat the double (2) time rate. When one ofthe holidays falls on Saturday, the preceding Friday shall be considered the holiday and all -%vork performed on said day shall be at the double(2) time rate. NO. 23: All work done on New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, Christmas Day and Sundays shall be recognized holidays and shall be paid at the clouble time rate ofpay, When a holiday falls oil Sunday, the following Monday shall be considered a holiday. NO. SI: All work done on New Year's, Memorial Day, Ndependence Day, Labor Day, Thanksgiving Day, the Friday after Tllanl:sgiving Day, and Christmas Day shall he paid at the double(2) time rate ofpay. When a holiday falls on Saturday, it Shall he observed on Friday. When a holiday falls on Sunday, it shall be observed oil Monday. ANNUAL WAGF ORD AR NU. 10 AWO 10026 hdy.doc I'age I oil rages COLE COUNTY IIOLIDAY SCIIF,DULE,-- 13UILDING CONSTRUCTION NO. 60: All work performed on New Year's Day, Armistice Day (Veteran's Lay), Decoration Day (Memorial Day), Independence Day (Fourth of.Iuly), 'Thanksgiving Day and Christmas Day shall be paid at the double time rate ol'pay. No work shall be perlormed on Labor Day except when triple (3) time is paid. When a holiday lulls on Saturday, Friday will be observed as the holiday. When a holiday falls on Sunday, the following Monday shall be observed as the holiday. NO, fife: All work performed on Sundays and the following recognized holidays, or the days observed as such, of New Year's Day, Decoration Lay, Fourth or.luly, Labor Day, Veteran's Day, 'Thanksgiving Day and Christmas Day, shall be paid at double (2) the hourly rate plus an amount equal to the hourly Total Indicated Fringe Benefits. Whenever any such holidays lull on a Sunday, the Hollowing Monday shall be observed as a holiday. A NO. 69: All work performed on New Ycar's Day, Decoration Day, .luly Fourth, Labor Day, Veteran's Day,'Thanksgiving Day or Christmas Day shall be compensated at double (2) their straight-time howdy rate of pay. Friday after Thanksgiving and the day before Christmas will also be holidays, but il'the employer chooses to work these days, the employee will be paid at straight- time rate,of pay. I l'a holiday lulls on a Sunday in a particular year, the holiday will be observed on the Hollowing Monday. NO. 76: Work performed on I lolidays shall be paid at the rate ol'tv.,o times the normal rate. I lolidays arc: New Years Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day alier'I'hanksgiving, Christmas Day. Ka holiday Ialls on a Sunday, it shall be celebrated on the following Monday, irit falls on Saturday, it shall be celebrated on the preceding Friday. 1 ANNUAL WAGE:t_)RDFR NO. 10 AWO 10 026 hdy.doc Page 2 oI'2 Pages I1eavy Construction Rates for REPLACEMENT PAGE Section 026 .COLE County *Effective as c ver- OCCUPATIONAL TITLE Date of Hourly Time Holiday Total Fringe Benefits Increase Rates Schedule Schedule CARPENTER Journeymen 5/03 $24.03 7 16~ $7.84 Millwri ht 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 Group 11 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 + eneral Laborer 5/03 $20.32 2 4 _$7.03 killed Laborer 5/03 $20.92_ 2 4 $7.03 RUCK DRIVER-TEAMSTER 1 5/03 $23.07 22 19 __$6.00 Group it 5/03 $23.23 22 19 $6.00 Group 111 5/03 $23.22 22 19 _ $6.00 Group IV 5/03 1 $23.34 1 22 19 $6.00 For the occupational titles not listed on the Heavy Construction Rate Sheet, use Rates shown on the Building Construction Rate Sheet. "Annual Incremental Increase ANNUAL WAGE ORDER NO. 10 7/03 COLE COUNTY OV1.1t'1'li'+, E SUMID1.11,F. — IIh:AVI' CON'+'I'Itll(."I'10N NO. 2: Merits a regular work week of lorty (40) hours will star on Monday and end oil Friday. The regular work clay shall be either eight (8) or ten (10) (tours. II'a crew is prevented from working Forty (40)hours Monday through Friday,or arty part thereof, by reason of inclement weather, Saturday or any hart thereof may be worked as it make-up clay at file straight time rate to complefc forty (40) hours of work in it week. Eniployees who are part of a regular crew on a make-up day, notwithstanding the fact that they may not have been employed the entire week, shall work Saturday at the straight time rate. Time & one-half(1'/1)shall be raid For all hours in excess ofeight (8) hours her day(if working 5-8's)or ten (l(1) hours per clay(it''workitlg4-It's), or lorty(40) htnu•s per week, Mcnxlay tltirotlgii h►•iday. For all time worked on Saturday (unless Saturday or any portion of said day is worked as make-up to complete forty hours), time, and one,-half(1'h) shall be paid. For all time worked on Sunday and recognized holidays,double(2) time shall be paid. NO. 7: Means the regular work week sliall start on Monday and end on Friday,except where the Employer elects to work Monday through Thursday, ten (10) hours per day. All work over ten (10) hours in it day or forty(40) h0llr•5 in a week shall be at the overtime rate ot'one and onc-half(1'/1) times the regular hourly rate. The regular work day shall be either eight (8) or ten (10) hours. Fit job can't work florty(40)hours Monday through Friday because of inclement weather or other conditions beyond the control of the Employer, Friday or Saturday may be worked as a make-up clay at straight tilile (it'working 4-10's). Saturday play be worked us a nrtke-up clay at straight time(it'working 5-ti's). Make-up days shall not be utilized for days lost from holidays. T:xcept as worked as it make-up day, time on Saturday shall be worked at one and one-half(1'/) times the regular rate. Work perlormed on Sunday shall be paid at two (2) times the regular rate. Work perfiormed on recognized holidays or days 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)right (8) hour days, Monday through Friday. The regular work day for which employees shall be compensated at straight time hourly rate of pay shall, unless otherwise provided for, begin at 8:00 a.m. and end at 4:30 p.nl. However, the project starting time may be advanced or delayed at the discretion of the Fntployer•. At the discretion of'the linlployer•, when working if five (5)day eight(8) hour schedule, Saturday may be used For it make-up day. The Employer may have file option to schedule his work firom Monday through 'Thursday at ten (10) hours per day at the straight time rate of pay with all hours in excess often (10)hours in any one day to be paid at the applicable overtime rate. If the F'mploycr elects to work from Monday through Thursday and is stopped due to circumstances beyond his control, lie shall have the option to work Friday or Saturday at the straight time rate of pay to complete his fitrty (40) hours pa•work week. Overtime will be at one and onc-half(1 ''12) times the regular rate. If workmen are required to work the recognized holidays eor days observed as such, or Sundays, they shall receive double(2) the regular rate ol'pay For such work. NO. 22: Means it regular work week of fitrty (40) hours will start on Monday and end on Friday. The regular work clay shall be either eight (8)or•ten (10) hours. Ifa crew is prevented li•om working forty (40)hours Monday through Friday, or any part thereof by reason of inclement weather, Saturday orally part thereof may be worked its it make-up day at the straight time rate. Finployees who are part of a regular crew on it make-up clay, notwithstanding the fact that they may not have been employed the entire week, shall work Saturday at the straight time rate, For all time workccl on recognized holidays, of-days observed as such, double (2) time shall be paid. Aw 1002clhvyouloc ANNUAL WADI?oRDFR No. 10 Page I ot'I COVECOUNTY !I(Dl.11)A1' tit'll!?!)IlLl: - IIh;AV1' C'ON';'!'ICl1C"PION NU. 4: All work palormed ctrl New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day, or days observed as such, shall be paid at the double tune rate of'pay. When a holiday lulls on a Sunday, Monday shall lie observed. NO, 5: The 11011owing days arc recognized as holidays: New Year's Day, Memorial Day, Fourth of'July, Labor Day,'Thanksgiving Day and Christnrrts Day. I I'a holiday fulls on tt Sunday, it shr.tll be observal on the following Monday, lf'a holiday 1i111s on a Saturday, it shall be observed on the preceding Friday. No work shall be performed on Labor Day except in case ofjeopardy to work under consh•uction. This rule is applied to protect Labor Day, When a holiday fulls during the normal work week, Monday t1irough Friday, it shall he counted as eight (K) hours toward a forty (40) hour week; however, no reinbursement for this eight (8) hours is to be paid the workman unless worked. Ifworknnen are required to work the above recognized holidays or days observed its such, or Sundays, they shall receive double (2) the regular rate of'pay too-such work. The above shall apply to the four 10's Monday through Thursday worl< week. The ten (10) hours shall be applied to the forty (40) hour work week. NO. i6: The 1o1lowing days are recognized as holidays: New Year's Day, Memorial Day, fourth of July, Labor Day, "Thanksgiving Day and C:'hristnnas Day. 11'a holiday Calls on Sunday, it shall be observed on the litllowing Monday, 11'a holiday fulls on Satttrday, it shall he observed on the preceding Friday. No work shall be perlormed on Labor Day except in case o1 jeopardy rdy to work under construction. This rule is applied to protect Labor Day. When a► holiday falls during the normal work week, Monday through Friday, it shall he counted as eight (f;) hours toward the forty (40) hour week; however, no reimbursement tier this eight (8) hour's is to he paid to the worker unless worked. 1 f workers Lire required to work the above recognized holidays or days observed as such, they shall recelVe doUblc (2) the regular rate ofpay for such work. NO. 19: The following days arc recognized as holidays: New Year's Day, Memorial Day, lndapcndence Day, Labor Day, "Thanksgiving Day and Christmas Day. 11 i holiday flhlls on a Sunday, it shall be observed on the (fallowing Monday. Wlren a holiday Calls during the normal work week, Monday through Friday, it shall be counted as eight (9) horns toward the forty (40) hour week; howCVCr, no reimburscnnent for this eight (h) hours is to he paid the workmen unless worked. Ifworkmcn arc required to work the above enumerated holidays, or'days observed as such, they shrill receive double (2) the regular rate of pay !or such work, r aw 10 020l,vylml.doc ANNUAL WAGE ORDER NO. 10 Page I on REITACEMENT PAGE; OUTSIDF E'L ECTHICIAN These tales lire to be used for the tullcnvimg counties: Adair, Attdrain, Boone,Callaway,Camden, Carter,Chariton,Clark, Cole, Cooper, Crawford, Dent, Franklin, Gasconade, I loward, I lowell, Iron, Jef(crson, Knox, Lewis, Lincoln, Linn, Macon, Marics, Marion, Miller, Monitcau, Monroe, Montgomery, Morgan, Oregon, Osage, ferry, Phelps, Tike, Pulaski, Putnam, Ralls, Randolph, Reynolds, Ripley, St. Charles, St. Francois, St. I.OUiS City, St. Louis Comity, Ste. Genevieve, Schuyler, Scotland, Shannon, Shelby,Sullivan, 'I'exas, Warren, and Washington CONINIERCIAL WORK _ .Occupational 'Title .- --- - -- ----- Basic .. -- .Total ----- — - IourlY. ---------------------------___...---- Rate Benctits c .plan Lineman - - - ---- - _$28.28._-._. .. *I_.inenu►n O wrator $25.32 $3.25 +41.3% *(;roundman $20.04 $3.25 -t 41.30/o UTILITY WORK -----Occupational Title - - -- ----------Basic_._.._ .... . .._._. ----.--Total__.___�_w I tourly_ -- .. Flinb�'____.__ Rate Benelits -----_---.-------- -._._._......-- . ._._.......... - ----------- *Journeynlan Lineman ---- - -- --- - $27.27 - - $:3.25 +37.3% x'-2.3.54 - ......._.. ._.__.._. $3.25 -I 373%t *Groundnuul $15.20 $3.25 .t. 37.31,14) OVERTIME RATE: fright (5)hours shall constitute a work tiny between the hours ol'7:00 a.m. sand 4:30 h,ni, Forty(40) hours within live(5)clays, Monday through Friday inclusive, shall constitute the work week. Work per•lormed in the 9111 and 10th hour, Monday through Friday,shall be haul al tints and one-hull'(!''/!) ' the regular straight time rate of hay. Contractor has the option to pay two(2) hours pa•clay at the time and one-half(P6) the regular straight time rate of•pay between the hour:S 01'6:00 a.nt. and 5:30 p.m., Monday through Friday. Work perlortned outside the regularly scheduled working hours and on Satut•days,Sundays and recognized legal holidays,or days celebrated as such,shall he paid liar at the rate ol'double (2)time. IIOLIDAN' RATE: All work pe Rwined on New Yaw's Day, Memorial Day, Fourth ol•.luly, Labor Day, Veteran's Day,'Thanksgiving Day, C'hristm as Day,or days celebraled as such,shall be paid at the double time ' rate of pay. When one ol'the loo-egoing holidays Balls on Sunday, it shall he celebrated on the following Monday. ® 'Annual Incremental Increase ANNUAL WAGE' ORDI"R NO. 10 7/03 011T STI.A\V 10 IN Ldoc AFEIDAVIT OF ANCET-MUC WORKS OONTl ACTS LAW---_ I, the undersigned, of lawful age, first being duly sworn, state to the best of my information and belief as follows: 1. That I am employed as_ , by, Z That was awarded a public works {� contract for Project No. 32048, Willcoxon Drive Stormwater ■ Improvements and East High Street Improvements. 3. That I have read and am familiar with Section 290.290 RSMo (1994 as amended) an act relating to public works contracts, which impose certain requirements upon contractors and subcontractors engaged in a public works construction project in the State of Missouri. 4. That w - has fully complied with the provisions and requirements of Section 290.290 RSMo (1994 as amended) FURTHER AFFIANT SAYETH NAUGHT. r Y AFFIANT Subscribed and sworn to before me this day of _ , 20 _ NOTARY PUBLIC My Commission Expires: STATE OF MISSOURI ) ss COUNTY OF ) EXCESSIVE UNEMPL_QY iLII NT EKCEP—110-N!ERTIFl—QAIION 4, the undersigned, _ , of lawful age, first being duly sworn, state to the best of my information and belief as follows: 1. That I am employed as by 2. That was awarded a public works contract for Project No. 32048, Willcoxon Drive Stormwater Improvements and East High Street Improvements. 3. That I have read and am familiar with Section 290.290 RSMo (1994 as amended)an act relating to public works contracts,which impose certain requirements upon contractors and subcontractors engaged in a public works construction project in the State of Missouri. 4. Although there is a period of excessive unemployment in the State of Missouri, which requires the employment of only Missouri laborers and laborers from non-restrictive states on public works projects or improvements, an exception applies as to the hiring of since no Missouri laborers or laborers from non-restrictive states are available or capable of performing FURTHER AFFIANT SAYETH NAUGHT. AFFIANT ' Subscribed and sworn to before me this —__ day of , 20 _ 1 _NOTARY PUBLIC My Commission Expires; e APPROVED BY: Director of Community Development, City of Jefferson, MO .� IMW/DD/YYYYI OP 11 ACORD CERTIFICATE OF LIABILITY INSURANCE HMA R 'LEHMA-]. 112 03 PRODUCER THI3 CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Winter-Dent & Company HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O. f3ox.0 1046 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. feLLZOn City MO 65102-1046 ^ i e, 573-634-2122 Fax:573-636-7500 ! INSURERS AFFORDING COVERAGE I NAIC# E INSURE R A Continent:{1 Western Grou 10804 I INSIIRLR R Lehman Construction LLC wSIn1rNC 601 W. Versailles Ave INSURI'Itl' __--_.._.__.. ------- --- California MO 65018 I INSIIR('rTl I _ COVERAGES THE POLICIES Or INSURANCE LISTED BEl OW HAVL BEEN ISSUED TO 11IE INSORLD NAMLDABhVf.Cot+111E 1101 ICY PERIOD INDICATED NOTWITHSTANDING ANY REOUIREMENT,11IRM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMEN1 V1lTll RESPECT IO WHICH lilts CFRTIFICMF:MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS 8IJ8Jf_-CT 10 At 1 lift:1 ERAS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGRL-GA'1E LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS WSR' TJU L_..—__.___.— ---- _._.—..__-_--...�...._..---_.-_._ _...._ ..--.-----.----_ .. POLICYFFFECTr !POLICY EXPIRATIONI - — -- ___..__..-------.--- — _ POLICY NUMBER DATE(MM/DDS_ DATE(MMIDDIYY) I LIMITS LTR NSR TfPEOFINSURANCE _ GENERAL LIABILITY EACI(OCCURRENCE $ 1000000 A X COMMERCIA( GENERAL LIAQILITY ! CWP 2427743-20 03/28/03 ; 03/28/04 `PREMISES E.orrrumnee) $ 100000 CLAIMS MADE X' OCCUR MEDEXP(Any one person) $ 5000 T I PERSONAL KADV INJURY $ 1000000 - _.----------- — - —....----._.._---•--_-_-- i GE:NERALAGGREGA'TE $ 2000000 GEN'L AGGREGATE LIMIT APPLIES FIERI PRODUCIS-COMPIOPAGG x2000000 POLICY X jl COT F (.00 f AUTOMOBILE LIABILITY ) COMBINED SINGLE LIMIT $ 100000 A X ANY AUTO CWP 2427743-20 03/28/03 03/28/04 (Eaaccidenq ALL OWNED AUTOS i I i-BODILY INJURY ^' $ — SCHEDULED AUTOS I IPer porsonl y— X HIRED AUTOS BODILY INJURY $ X- NON-OWNED AUTOS _HH_��qq (Per accident) iPROPERTY DAMAGE $ (Per accident) PF GARAGE LIABILITY r �. r j AUTO ONLY-EA ACCIDENT S _ —ir IF ANY AUTO I EA ACC $ _ �'�, HER THAN • / �/ 1,0,71 TOONLY —v AGG S m•,srra•N7n�4Wror: EXCESSIUMBRELLA LIABILITY f EACHOCCURRENCE $ 1000000 A OCCUR CLAIMS MADE CU 2480092 07/22/03 03/28/04 AGGREGATE $ I ; � I DEDUCTIBLE � j I-----------------------__ $ _x_]RETENTION $0 I $ WORKERS COMPENSATION AND �i X ITORYLIMITS 1__I ER _ EMPLOYERS'LIABILITY ��-- A WC 2427742-20 03/28/03 t 03/28/04 E L EACH ACCIDENT _ $ 500000 ANY PROPRIE rORIPARTNERIEXE CUT IVE OFFICER/MEMBER EXCLUDED? E L DISEASE-EA EMPLOYEE $ 5500000 1l oa,desbe under SPECI ur AL PROVISIONS below i E L DISEASE-POLICY LIMIT $ 500000 OTHER I A Leased/Rented Equi CWP 2427743-20 03/28/03 ; 03/28/04 250 Ded 350000 DESCRIPTION OF OPERATIONS LOCA71ONS I VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS ^- RE: Willicoxon Stormwater Improvements & E . Nigh St. Improvements Project No. 3204B CERTIFICATE HOLDER CANCELLATION JE L;,FE,.1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE:TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL City Of Jefferson IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 320 East McCarty REPREI NTATIVEB, Jefferson City MO 655101 A �FSORIZE IREPRESENTA E ACORD 26(2001108) )A CORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. :t ACORD 25(2001/08) M INSURANC E BIND al�la � 11i" THE lDIND01%M A TEMPORARY WURANCE CONTRACT,SUS ear TO THE CONDMONdl SHC..WM ON THE REWASE SIDE OF TIVS FpIA W (AIC,Na�1): 573-634-2122 00*10 W lNIDEAM 6958 573-636-7500 Contizontel Wastern arau_p N:Lnttir-DQnt & Company DATE TtMbE TF _ tt r P.O. Box 1066 X AM X 12 CI AM Jeofferaon City M0 65102-1046 11/12/03 12:01 PM 11/12/04 NOON THIS 191NOER IS ISSUED TO EXTFhD COVI!RAGE IN THE ATOVE NAMED COMPANY CMS: 081424 HlJB PER EXPIRING POLICY A __.._.... b LEHMA-1 I o�sclurmOlu on oPeRA {bws +�l l«wa,) W30— Owners Contractors Proteativa Liability Vol City of Jefferson icy- Project: Willoo:on Storawater Iusprovem 320 East McCarty ants & )E High Street Laprovements Jefferson City Ho 65101 TYPE OF11IOUIIANW. COIPAGIEVOW111 EVEDUCTN" COOMx AftOUKT J CAUSES Or LOSS BASIC BROAD o SPEC GEM LIABIA% EACH OCCURRENCE .S 2000000 COMMERCIAL GENERA.LUOIUTY FIRE DAMAGE(Any one Ure) I S CLAIMS MADE 7 OCCUR MED EXP(Any on#parson) X Owner & Contractor Prot. PERSONAL&ALW INJURY S C HERALAGGREwTE :200000- 0 —� RETRO DATE FOR CLAIMS MADE PRODUCTS-CDMPIGP AGG IT WTOM03"LJABa.flY COMBINED SMLE LIMIT _ i ANY AUIO BODILYINJURY(Perpomm) $ _ ALLOWNEOAUTOS BODILY INJURY(Pw accIdW) S SCHEDULED AUTOS PROPERTY DAMAGE $ HIRED AUTOS M KCAL PAYMENTS S NON-OWNED AUTOS PERSONAL INJURY PROT 3 UNINSURED MOTORIST S _ 3 AUTO WYMCAL DAMAGE DEDUCTIBLE ALL V[IIICLES u SCHEDUI ED VEHICLES ACTUAL CASH VALUE COLLISION: STATED AMOUNT 3 OTHER THAN COL: _ OTHER GARAGS L14DIM � I AUTO ONLY-EA AcuDENT S ANYAUTO U)HER(HAW AV TO ONLY: _ EACHACCIDENT _S r AGGREGATE 3 EXCM LYIMLITY EACH OCCURRENCE 5 ) UMBRELLA FORM A0k*tFUA1L 3 OTHIFR THAN UUMAEUAFORM RE•TRO DATE FOR CLAIMS MADE G_ar4N8URFI)RETENTION S A I WC STATUTORY LISETTS _ WORKlJC>l COMPE9111ATION ( E.L.EACH ACCIDENT AND .----------- - EMPLOYC"LIABILITY E L.DISEASE.EA EWLOYEE $ _ El DISEASE-POLICY LIMIT S rthaan Construction S.LC is responeiUloi for paywant of premium and audit. `FEES 3 � TAXES S ESTIMATED I OTAL PREMIUM S NAME i ACfDRESB - ��— MORTC+AGEE ADOITIOILAL INSURED _ LOSS PAYEE �L LOAN K AUTNOATYD 0tW-WJWNTATP9- -r Z',4-�,, J ACORD T6-S(08) NOTE:INPORTANT STATE INFORMATION ON REVERSE SIDE ) ACORD CORPORATION I ifi I IY,11•MWWI\MY.IV" IN. •IN,WI .V MII\M YVIIIrYV Ir Iwn14,YIY VVV IVVV IV.VIII4114YIMNrIV41 41"IN�. 1It II/VM VY.J I,MII I*We.NYI I/ w,�wWw�11�YW CONDITIONS This Company binds the kind(s)of insurance stipulated on the reverse side.The Insurance is subod to the teen,condldons and llmltedone of the pollcy(hsy In current use by the Company, This binder may be conad0ed by thr Insured by surrender of We binder or by written noire to the Company stating Iahan cancellation veil be effective.This binder may be c ano0led by the Company by notice to the Insured in aocordancn with the policy cotMKlons.TM%binder is canostled when replaced by a policy.if this bkWer 1s not replaced by a policy,the Company is entitled to charge a premium for the binder according to the Rubs and Robs In use by the Company. Applicable In California When,his form is used to provklu insurance In the amount of one rnMon dollars($1,000,000)or more,the title of lira form is changed from Insurance Binder'to"Cover Note". Applicable in Delaware The morigapee or ObtiQee of any mortgap t or other Instrument given for the purpose of seating a lion on real property shall accept as evidence of Insurance a written binder issued by an authorized Insurer or its agent If the binder inckxies or is accompanied by.She name and address of the borrower,the name and address of the tender as loss paM:a description of the Insured real property;a provision that the binder may not be csarteeW within the lumi of the binder unless the tinder and the insured borrower receive written notice of the cancel. latinn at,seat ten(10)days prior to the canceiletion;exoept In fie ass of a renewal of a policy subsequent to the closing of this loan,a paid receipt of the full amount of the applicable premium,and the amount of insurance coverage. Chapter 21 Tltle 25 Paragraph 2119 Applicable In Florida Except for Auto Insurance coverage,no notice of cancellation or nonrenewal of a birder is required unless the durdion of the binder exceeds 80 days.For auto insurance,the insurer must give 5 days prior notice,unless the binder is replaced by a policy or another binder in the same comparry. Applicable In Nevada Any person who refuses to accept a binder which provides coverage of less than$1,000,000.00 when proof Is required:(A)Shall be fined not more than$500.00,and(8)is liable to the party presenting the binder as proof of Insurance for actual damages sustained therefrom, ACORD T"(144) CITY OF JEFFERSON CONSTRUCTION CONTRACT THIS CONTRACT, made and entered into this ��� da,y of_ 4�/� 2003, by and between Lehman Construction LLC hereinafter referred to as"Contractor", and ' the City of Jefferson, Missouri, a municipal corporation of the State of Missouri, hereinafter referred to as "City". tWITNESSETH: That Whereas, the Contractor has become the lowest responsible bidder for furnishing the supervision, labor, tools, equipment, materials and supplies and for constructing the following City improvements: Project No. 32048, Willcoxon Drive Stormwater Improvements and East High Street Improvements. NOW THEREFORE, the parties to this contract agree to the following: 1. Scope of Services. Contractor agrees to provide all labor, equipment, hardware and supplies to perform the work included in the project entitled "Willcoxon Drive Stormwater Improvements and East High Street Improvements" in accordance with the plans and specifications on file with the Department of Community Development. 2. Manner and time for Completion. Contractor agrees with the City to furnish all supervision, labor, tools, equipment, materials and supplies necessary to perform said work at Contractor's own expense in accordance with the contract documents and any applicable City ordinances and state and federal laws, within 20 working days for the !Willcoxon Drive Stormwater Phase, 30 working days for High Street, Vetters Lane to McCarty Street and 60 working days for High Street to Locust Street. from the date Contractor is ordered to proceed, which order shall be issued by the Director of Community Development within ten (10) days after the date of this contract. 3. Prevailing Wages. To the extent that the work performed by Contractor is subject to prevailing wage law, Contractor shall pay a wage of no less than the "prevailing hourly rate of wages" for work of a similar character in this locality, as established by Department of Labor and Industrial Relations of the State of Missouri, and as established by the Federal Employment Standards of the Department of Labor. Contractor acknowledges that Contractor knows the prevailing hourly rate of wages for this project because Contractor has obtained the prevailing hourly rate of wages from the contents of the current Annual Wage Order No. 10, Section 026, Cole County rates as set forth. The Contractor further agrees that Contractor will keep an accurate record showing the names and occupations of all workmen employed in connection with the work to be performed under the terms of this contract. The record shall show the actual wages paid to the worklTien in connection with the work to be performed under the terms of e this contract. A copy of the record shall be delivered to the Fiscal Affairs Supervisor of the Jefferson City Finance Department each week. In accordance with Section 290.250 RSMo, Contractor shall forfeit to the City Fen Dollars ($10.00) for each workman employed, for each calendar day or portion thereof that the workman is paid less than the stipulated rates for any work done tinder this contract, by the Contractor or any subcontractor under the Contractor. 4. Insurances Contractor shall procure and maintain at its own expense during the life of this contract; (a) Wgr men's ompensa ' n jnsLLr ance for all of its employees to be engaged in work under this contract. (b) Contractor's Pub1Q L ia_bftty Insuran-c-a in an amount not less than $2,000,000 for all claims arising out of a single occurrence and $300,000 for any one person in a single accident or occurrence, except for those claims governed by the provisions of the Missouri Workmen's Compensation Law, Chapter 287, RSMo., and Contractor's Property Damage Insurance in an amount not less than $2,000,000 for all claims arising out of a single accident or occurrence and $300,000 for any one person in a single accident or occurrence. (c) _�t�tor_j Liability Insurance in an amount not less than $2,000,000 for all claims arising out of a single accident or occurrence and $300,000 for any one person in a single accident or occurrence. (d) Owner's Protective Liability Insurance - The Contractor shall also obtain at its own expense and deliver to the City an Owner's Protective Liability Insurance Policy naming the City and the City as the insured, in an amount not less than ' $2,000,000 for all claims arising out of a single accident or occurrence and $500,000 for any one person in a single accident or occurrence, except for those claims governed by the provisions of the Missouri Workmen's Compensation Law, Chapter 287, RSMo. No policy will be accepted which excludes liability for damage to underground structures or by reason of blasting, explosion or collapse. ' (e) SubconAacts- In case any or all of this work is sublet, the Contractor shall require the Subcontractor to procure and maintain all insurance required in Subparagraphs (a), (b), and (c) hereof and in like amounts. (f) SCop of Insurance.and Special Hazard. The insurance required under Sub-paragraphs (b)and (c) hereof shall provide adequate protection for the Contractor and its subcontractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by it, and also against any special hazards which may be encountered in the performance of this contract. NOTE: Paragraph(f)is construed to require the procurement of Contractor's protective insurance or contingent public liability and contingent property damage policies) by a general contractor whose subcontractor has employees working on the project, unless the general public liability and property damage policy(or rider attached thereto)of the general contractor provides adequate protection against claims arising from operations by anyone directly or indirectly employed by the Contractor. C' a r' nsibili for Subcontractors. 5. ��gj_.R9aP.�___ Y _ It is further agreed that Contractor shall be as fully responsible to the City for the acts and omissions of its subcontractors, and of persons either directly or indirectly employed by them, as Contractor is for the acts and omissions of persons it directly employs. Contractor shall cause appropriate provisions to be inserted in all subcontracts relating to this work, to bind all subcontractors to Contractor by all the terms herein set forth, insofar as applicable to the work of subcontractors and to give Contractor the same power regarding termination of any subcontract as the City may exercise over Contractor under any provisions of this contract. Nothing contained in this contract shall create any contractual relations between any subcontractor and the City or between any subcontractors. 6. Liquid to _Do ages. The City may deduct$500 from any amount otherwise due under this contract for every ' day the Contractor fails or refuses to prosecute the work, or any separable part thereof, with such diligence as will insure the completion by the time above specified, or any extension thereof, or fails to complete the work by such time, as long as the City does not terminate the right of Contractor to proceed. It is further provided that Contractor shall not be charged with liquidated damages because of delays in the completion of the work due to unforeseeable causes beyond Contractor's control and without fault or negligence on Contractor's part or the part of its agents. 7. Termination_ The City reserves the right to terminate this contract by giving at least five (5)days prior written notice to Contractor, without prejudice to any other rights or remedies of the City should Contractor be adjudged a banknipt, or if Contractor should make a general assignment for the benefit of its creditors, or if a receiver should be appointed for Contractor or for any of its property, or if Contractor should persistently or repeatedly refuse or fail to supply enough properly skilled workmen or proper material, or if Contractor should refuse or fail to make prompt payment to any person supplying labor or materials for the work under the contract, or persistently disregard instructions of the City or fail to observe or perform any provisions of the contract. 8. City's Right to Proceed., In the event this contract is terminated pursuant to Paragraph 7, then the City may take over the work and prosecute the same to completion, by contract or otherwise, and Contractor and its sureties shall be liable to the City for any costs over the amount of this contract thereby occasioned by the City. In any such case the City may take possession of, and utilize in completing the work, such materials, appliances and ® structures as may be on the work site and are necessary for completion of the work. 1 1 The foregoing provisions are in addition to, and not in limitation of, the rights of the City under any other provisions of the contract, city ordinances, and state and federal laws. 9. 1n ernnity• To the fullest extent permitted by law, the Contractor will indemnify and hold harmless the City, its elected and appointed officials, employees, and agents from and against any and all claims, damages, losses, and expenses including attorneys'fees arising out of or resulting from the performance of the work, provided that any such claim, damage, loss or expense (1) is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property(other than the Work itself)including the loss of use resulting therefrom and (2) is caused in whole or in part by any negligent act or omission of contractor, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or otherwise reduce any other right or obligation of indemnity which would otherwise exist as to any party or person described in this Paragraph. 10. Payment for Labor and Materials. The Contractor agrees and binds itself to pay for all labor done, and for all the materials used in the construction of the work to be completed pursuant to this contract. Contractor shall furnish to the City a bond to insure the payment of all materials and labor used in the performance of this contract. 11. Supplies. The Contractor is hereby authorized and directed to utilize the City's sales tax exemption in the purchase of goods and materials for the project as set out in Section 144.062 RSMo 1994 as amended. Contractor shall keep and maintain records and invoices of all such purchases which shall be submitted to the City. 12, Payment. The City hereby agrees to pay the Contractor for the work done pursuant to this contract according to the payment schedule set forth in the Contract Documents upon 1 acceptance of said work by the Directorof Community Development and in accordance with the rates and/or amounts stated in the bid of Contractor dated Nov. 2- a,Ob3 which are by reference made a part hereof. No partial payment to the Contractor shall operate as approval or acceptance of work done or materials furnished hereunder. The total amount of this contract shall not exceed Seven Hundred Fifty Thousand Four Hundred Seventy One Dollars and 00/100 ($750,471.00). 13. Performance and Materialman's Bondr?-Re g uired. _ Contractor shall provide a bond to the City before work is commenced, and no later than ten (10) days after the execution of this contract, guaranteeing the Contractor's performance of the work bid for, the payment of amounts due to all suppliers of labor and materials, the payment of insurance premiums for workers compensation Insurance and all other insurance called for under this contract, and the payment of the prevailing wage rate to all workmen as required by this contract, said bond to be in a form approved by the City, and to be given by such company or companies as may be acceptable to the City in its sole and absolute discretion. The amount of the bond shall be equal to the Contractor's bid. L al Co ditions. 14. l�191�1►edge of_,oc Contractor hereby warrants that it has examined the location of the proposed work and the attached specifications and has fully considered such local conditions in making its bid herein. 15. S v� era ill Y. If any section, subsection, sentence, or clause of this Contract shall be adjudged illegal, invalid, or unenforceable, such illegality, invalidity, or unenforceability shall not affect the legality, validity, or enforceability of the contract as a whole, or of any section, subsection, sentence, clause, or attachment not so adjudged. 16. GQv_erning_Law. The contract shall be governed by the laws of the State of Missouri. The courts of the State of Missouri shall have jurisdiction over any dispute which arises under this contract, and each of the parties shall submit and hereby consents to such courts exercise of jurisdiction. In any successful action by the City to enforce this contract, the City shall be entitled to recover its attorney's fees and expenses incurred in such action. 17. Contract Documents. The contract documents shall consist of the following: a. This Contract f. General Provisions b. Addenda g. Special Provisions c. Information for Bidders h. Technical Specifications d. Notice to Bidders I. Drawing and/or Sketches e. Signed Copy of Bid This contract:end the otherdocuments enumerated in this paragraph, form the Contract between the parties. These documents are as fully a part of the contract as if attached hereto or repeated herein. 18. Complete Un r c! mpl to de stern ng, Metier. Parties agree that this document including those documents described in the section entitled "Contract Documents"represent the full and complete understanding of the parties. This contact includes only those goods and services specifically set out. This contract supersedes all prior contracts and understandings between the Contractor and the City. 19. Atat orsh and Enforcement. Parties agree that the production of this document was the joint effort of both parties and that the contract should not be construed as having been drafted by either party. In the event that either party shall seek to enforce the terms of this contract through litigation, the prevailing party in such action shall be entitled to receive, in addition to any other relief, its reasonable attorneys fees, expenses and costs. 20. This contract may not be modified, changed or altered by any oral promise or statement by whomsoever made; nor shall any modification of it be binding upon the City until such written modification shall have been approved in writing by an authorized officer of the City. Contractor acknowledges that the City may not be responsible for paying for changes or modifications that were not properly authorized. 21 . Waiver of Breech . Failure to Exercise Rights and Waiver; Failure to insist upon strict compliance with any of the terms covenants or conditions herein shall not be deemed a waiver of any such terms, covenants or conditions, nor shall any failure at one or more times be deemed a waiver or relinquishment at any other time or times by any right under the terms, covenants or conditions herein. 22. Assicinmenlr. Neither party may sell or assign its rights or responsibilities under the terms of this agreement without the express consent of the remaining party. 23. NoncDiscrimination. Contractor agrees in the performance of this contract not to discriminate on the ground or because of race, creed, color, national origin or ancestry, sex, religion, handicap, ' age, or political opinion or affiliation, against any employee of Contractor or applicant for employment and shall include a similar provision in all subcontracts let or awarded hereunder. 24. Notices. All notices required to be in writing may be given by first class mail addressed to City of Jefferson, Department of Community Development, 320 East McCarty, Jefferson City, Missouri, 65101 , and Contractor at 701 Pamela St, California Missouri. The date of delivery of any notice shall be the second full day after the day of its mailing. 1 IN WITN S WHEREOF, the parties hereto have set their hands and seals this day of + , 2003. CITY OF JEFFERSON CONTRACTOR ydr itle: ATTEST: ATTEST: tit CIA it, e: APPROVED AS TO FORM: ci tv Counselor r Dond N 54-142222 KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned Ltb= C!QnatjrA&tion, LL_Q__ZQ1 hereinafter, referred to as "Contractor' and Untie Fire Cas omp ,_Q�Qx 7 Ced tR apids.. ualty C Ily IA a Corporation organized under the laws of the State of Jowa and authorized to transact business in the State of Mis qub as Surety, are held and firmly bound unto the Qi 1;Y of Jeffemn. Mibmwii hereinafter referred to as "Owner, in the penal sum of S, ve Hundred Fifty Rhousa d Four H red Seventy Qne and. QQLI.Q.Q_ DOLLARS lawful money of the United States of America for the payment of which ($750,471,00), Y p y sum, well and truly to be made, we bind ourselves and our heirs, executors, administrators, successors, and assigns, jointly and severally by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH THAT; WHEREAS, the above bounded Contractor has on the _ day of , 20_ ,entered into a written contract with the aforesaid Owner forfurnishing all materials, equipment,tools, superintendence,labor, and otherfacilities and accessories, for the construction of certain improvements as designated, defined and described in the said Contract and the Conditions thereof, and in accordance with the specifications and plans therefore; a copy of said Contract being attached hereto and made a part hereof: NOW THEREFORE, if the said Contractor shall and will, in all particulars, well, duly and faithfully observe, perform and abide by each and every covenant, condition, and part of the said Contract, and the Conditions, Specifications, Plans, Prevailing Wage Law according to the true intent and meaning in each case, and if said contractor shall replace all defective parts, material and workmanship for a period of one year after acceptance by the Owner, then this obligation shall be and become null and void; otherwise it shall remain in full force and effect. PROVIDED FURTHER, that if the said Contractor fails to duly pay for any labor, materials, sustenances, provisions, provender, gasoline, lubricating oils, fuel oils, greases, coal repairs, equipment and tools consumed or used in said work, groceries and foodstuffs, and all insurance premiums, compensation liability, and otherwise, or any other supplies or materials used or consumed by such Contractor or his, their, or its subcontractors in performance of the work contracted to be done, the Surety will pay 1 the same in any amount not exceeding the amount of this Obligation, together with interest as provided by law: PROVIDED FURTHER, that the said Suret y, for value received hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the contract, or the work to be performed thereunder, or the specifications accompanying the same, shall in any wise affect its obligation on this bond and it does hereby waive notice of any change, extension of time, alteration, or addition to the terms of the contract, or to the work, or to the specifications: PROVIDED FURTHER, that if the said Contractor fails to pay the prevailing hourly rate of wages, as shown in the attached schedule, to any workman engaged in the construction of the improvements as designated, defined and described in the said contract, specifications and conditions thereof, the Surety will pay the deficiency and any penalty provided for by law which the contractor incurs by reason of an act or ornission, in any amount not exceeding the amount of this obligation together with interest as provided by law: rIN TESTIMONY WHEREOF, the said Contractor has hereunto set his hand, and the said Surety has caused these presents to be executed in its name, and its corporate seal to be hereunto affixed, by it attorney-In-fact duly authorized thereunto so to do, at Jefferson City. Missouri on this the day of 20 _ Y United Fine and asualty Company Lehman C.Qnstrucf i on SURETY COMPANY CONTRACTOR BY (SEAL) BY (SEAL) SEAL) BY (SEAL) Attorn y-in-fact (State Representative) (Accompany this bond with Attorney-in-fact's authority from the Surety Company certified to include the date of the bond.) O r rseal to be hereunto affixed, by it attorney-in-fact duly authorized thereunto so to do, at -�LQff erson City, Mj,9, ? Lon this the day of , 20 Unitod,Fire and Casualty Q,omp�any_ _._.Lehman--C-onstruction SURETY COMPANY CONTRACTOR BY — (SEAL) BY _(SEAL) BY SEAL BY SEAL Attorney-in-fact (State Representative) (Accompany this bond with Attorney-in-fact's authority from the Surety Company certified to include the date of the bond.) 1 r r r r r r r r i� A'I'TORNI ti'-(ti-1,AC'r AFFIDAVIT i STATE OR COMIVIONWEALTH Ol-- R-tissouri 1 w. t SS. COUNTY OR CITY OF role ) On this day of before me personally appeared Jvis L.. ��nnett, known to me to be the Attorney-in-Fact of United Fire and Casualty �! Company, the corporation that executed the within instrument, and acknowledged to me that such corporation executed the same. 1 IN WITNESS WEEREOF, I have hereunto set my hand and affixed my official seal, at nay office in the aforesaid County, the day and year in this certificate first above written. I I Notan, Public in the state of Nfissoyfi �{ ? NOTARY PUBLIC-NOTAQ,60 itty oft 0 S j g e. i STATI OI=M1550Upi _... ..-. COUNT Y OF OSAGF � IANET-HASLAG����� t,1V �mrni;si�r. i X,)irr c rjrtrhCr '.,, ? O+;: NOTARY PUBLIC-NOTARY SEAL My Commission expires um -_ - STATE OF MISSOURI COUNTY OF OSAGE My Comrnission Expires: October 18,2006 i 'r i N UNITED FIRE tf, CASUALTY COMPANY HOME OFFICE -CEDAR RAPIDS, IOWA CERTIFIED COPY OF POWER OF ATTORNEY (Original on file at Home Office of Company ••See Certification) OW ALL MEN BY THESE PRESENTS, That the UNITED FIRE: & CASUALTY COMPANY, a corporation duly organized and existing der the laws of the State of Iowa, and having its principal office in Cedar Rapids, State of Iowa, does make, constitute and appoint LOUTS A. LANDWEIIR, OR CITARIAKS E. TRABIJE, OR YRTS L. BENNETT, OR BEV A. BACKERS, AT,L HMTV1DUALLY of JEFFERS014 CITY MO its true and lawful Attornev(s)-in-Fact with power and authority hereby conferred to sign, seal and execute in its behalf all lawful bonds, undertakings and other obligatory instruments of similar nature as follows. Any and Al 1. Bonds and to bind UNITED FIRE & CASUALTY COMPANY thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of UNITED FIRE & CASUALTY COMPANY and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed. The Authority hereby granted is continuous and shall remain in full force and effect until revoked by UNITED FIRE F. CASUALTY COMPANY. This power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by Board of Directors of the Company on April 18, 1973. "Article V -Surety Bonds and Undertakings" Section 2, Appointment of Attorney-in-Fact. "The President or any Vice President, or any other officer of the Company may, from time to time, appoint by written certificates attorneys•i i-fact to act in behalf of the Company in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature The signature of any officer authorized hereby, and the Corporate seal, may be affixed by facsimile to any power of attorney or spec;nl power of attorney or certification of either authorized hereby; such signature and seal, when so used, being adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Company with tiie same force and effect as though manually affixed. Such attorneys-in fact, subject to the limitations set forth in their respective certificates of authority shall have full power to bind the Company by their signature and execution of any such instruments and to attach the seal of the Company thereto. The President or any Vice President, the Board of Directors or any other officer of the Company may at any time revoke all power and authority previously given to any attorney-in-fact. „IhN IN WITNESS WHEREOF, the UNITED FIRE & CASUALTY COMPANY has caused these presents to be signed by its vice president and its corporate seal to be hereto affixed this 19th day of Uctober, 2003 COIIOUTE •'° UNITED FIRE & CASUALTY COMPANY SZA toll•,,pow 'r• // By ���„ l � Vice President State of Iowa, County of Linn, ss: On 19th day of October, 2003, before me personally came Randy A. Ramlo to me known, who being by me duly sworn, did depose and say; that he resides in Cedar Rapids, State. of Iowa; that he is a Vice President of the UNITED FIRE &CASUALTY COMPAN`f, the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal, that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursy nt to like authority, and acknowledges same to be the act and deed of said corporation. �. ,.N'^t,►�, MARY A.JAN5EN 1 t_� Notary Put ° COMMISSION NUMBER 713273 hay commission eyl�ires: 101126/2004 cw MY16,9MM ssl P I, the undersigned officer of the UNITED FIRE & CASUALTY COMPANY, do hereby certify that I hav:: compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the by-laws of said Company as set forth ;n said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID COMPAN'r, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. "*`"toll'"^aye In testimony whereof I have hereunto subscribed my name and affixed the corporate seal of the said Company 20 0 this_-------.__... day of.._.._.-.._-._--_- __._-.- _-.. C APOIATE Secretary United Fire GI-OLIP f-idelity &- Surct\ Ucparuiient 1 POLICYHOLDER DISCLOSURE NOTICE OF TERRORISM INSURANCE COVERAGE SURETY BONDS You should know that, effective November 26, 2002, any losses sustained by the surety caused by certified acts of terrorism would be partially reimbursed to the surety by the United States under a formula established by federal law. Under this formula, the United States pays 90% of covered terrorism losses exceeding the statutorily established deductible paid by the surety providing the coverage. The portion of your bond premium that is attributable to coverage for acts of terrorism is $ 0.00. Before any charges are radded for terrorism coverage in future surety products you purchase, you will be able to make a coverage election for a then specified premium charge. The existence of the federal terrorism insurance program does riot affect the obligations you assume in the indemnity agreement. i 1 1 1 1 IION1F 01'I,ICI: 118 second Avc SF.PO Ho..N 73001),(clot knhad>.IA 32407-31)(11)1'lumc 31Q.300-5700 1 AN 31u-3a�4•�I2; YID 1 . 18 sc cc)I tc I Avcl It tc ti,L,., l 'c �yi c )f(ic c i',c ►x 7:1V x )s ► ( :i•c 1i Ir I(I))HS, I( )wi t 5:24-07 NOTICE TO MISSOURI SURETY BOND HOLDERS Should you have a question about your bond or policy, please contact your insurance agent first. If you are unable to contact or obtain information from your.agent, you may contact our company at the address and phone number below: United Fire & Casualty Company ATTENTION: Bond Department P.O. Box 73909 Cedar Rapids, Iowa 52407 800-343-9130 GENERAL PROVI$L®N$ ED-MAC The following Articles GP-1 through GP-49 are "General Provisions of the Contract", modified as set forth in the Special Provisions. GP-1 CONT UC�CU(V��{�1T$ Il is expressly understood and agreed that the Contract Documents comprise the Notice to Bidders, Instruction to Bidders,General Provisions,Special Provisions,Bid,Contract,Performance and One Year Guarantee Bond, Specifications, other documents listed in the Table of Contents and bound in this Volume. Plans, all Addenda thereto issued prior to the time of opening bids for the work, all of which are hereto attached, and other drawings, specifications, and engineering data which may be furnished by Ilia Contractor and approved by the Owner, together with such additional drawings which may be furnished by the Engineer from time to time as are necessary to make clear and to define in greater detall the intent of the specifications and drawings,are each and all component parts to the agreement governing the work to be done and the materials equipment to be furnished. All of these docurents are hereby defined as the Contract Documents. The several parts of the Contract Documents are complementary,and what is called for by any one shall be as binding as if called for by all. The intention of the Documents is to include the furnishing of all materials, labor, tools, equipment and supplies necessary for constructing complete and ready to use the work specified. Materials or work described in words which so applied have a well known technical or trade meaning shall be held to refer to such recognized standards. The Contract shall be executed in the State and County where the Owner is located. Three (3) copies of the contract documents shall be prepared by the Contractor, each containing an exact copy of the Contractor's bid as submitted, the Performance Bond properly executed, a Statutory Bond where required, and the contract agreement signed by both parties thereto. These executed contract documents shall be filed as follows: One (1)with the City Clerk of the City of Jefferson One (1)with the Jefferson City Director of Community Development One (1)with the Contractor GP-2 DEFINITIONS Wherever any work or expression defined in this article, or pronoun used in its stead, occurs in these contract documents, it shall have and is mutually understood to have the meaning herein given: 1. "Contract" or "Contract Documents" shall include; all of the documents enumerated in the previous article. 2. "Owner", "City", or words"Party of the First Part", shall mean the party entering into contract to secure performance of the work covered by this Contact and his or its duly authorized officers or agents. Generally this will be the"City of Jefferson". ' 3. "Contractor"or the words"Party of the Second Part"shall me=an tho- party entering into contract for the performance of the work covered by this contract and his(July authorized agents or legal representatives. 4. "Subcontractors"shall mean and refer to a cxarporation,partnership, or individual having a direct contract with the Contractor, for perforn-rinq work gat the job site. ' 5. "Engineer" shall mean the authorizoo reprosorrtalive of the Director of Community Development, (i.e., the Ftiginc or►ng Division Director), G. "Construction Representative"shall mean the engineering or technical assistant duly authorized by the Engineer limited to the particular duties entrusted to him or them as subsequently set forth herein. 7. "Date; of Award of Contract" or words equivalent thereto, shall mean the date upon which the successful bidder's proposal is acceptod by the City. 8. "Day"or"days",unless herein otherwise expressly defined, shall mean a calendar day or days of twenty-four hours each, 9. "'T'he work" shall mean the work to be ()on(:, and tlae Equipment, supplies and materials to be furnished under this contract, unless sarne other meaning is indicated by the context. 10. "flans"or "drawings" shall mean and include all drawings which may have been prepared by the Engineer as a basis for proposals, all drawings submitted by the successful bidder with his proposal and by the Contractor to the City, if and when approved by the Engineer, and all drawings submitted by the City to the Contractor(luring the progress of the work, as provided for herein. 11. Whenever in these contract documents the words "as directed", "as required", "as permitted", "as allowed", or words or phrases of like import are used, it shall be understood that the direction, requirement, permission, or allowance of the City and Engineer is intended. 12. Similarly the words"approved","reasonable", suitable","acceptable","properly","satisfactory", or words of like effect and import, Unless otherwise particularly specified herein, shall mean approved, reasonable, suitable, acceptable, proper or satisfactory in the judgment of the City and Engineer. 1 13. Whenever any statement is made in these Contract Documents containing the expression "it is understood and agreed" or any expression of the like import, such expression means the mutual understanding and agreement of the Contractor and the City. 14. "Missouri Highway Specifications" shall mean the latest edition of the "Missouri Standard Specifications for Highway Construction"prepared by the Missouri Highway and Transportation Commission and published before the date of this contract. is. "Consultant" sh�-.11 mean the firm, company, individual, or its/his/her duly authorized representative(s)under separate agreaement with the City of Jefferson that prepared the plans, specifications, and other such (10CUrnents for the work covered by this contract. GP-3 THE CONTRACTOR It is understood and agreed that the Contractor, has by careful examination satisfied himself as to the nature and location of the work, the conformation of the ground, the character, quality and quantity of the materials to be encountered, the character of the equipment and facilities needed preliminary to and during the prosecution of the work, the general local conditions, and all other matters which can in any ' way affect the: work under this Contract, No verbal agreernent or conversation with any officer, agent or employee of the City, either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein co►►lained. The relation of the Contractor to the City shall be that of an independent contractor. GP-4 IHE_EfVGJfVEE$ The Engineer shall be the City's representative during the construction period and he shall observe the work in process on behalf of the City by a series of periodic visits to the job site. He shall have authority to act on behalf of the City. The Engineer assumes no direction of employees of the Contractor or subcontractors and no supervision of the construction activities or responsibility for their safety. The Engineer's sole responsibility during construction is to the City to endeavor to protect defects and deficiencies in the work. Any plan or method of work suggested by the Engineer, or other representative of the City, to the Contractor, but not specified or required, if adopted or followed by the Contractor in whole or in part, shall be used at the risk and responsibility of the Contractor; and the Engineer and the City will assume ® no responsibility therefore. Ili GP-5 BOND Coincident with the execution of the Contract, the Contractor shall furnish a good and sufficient surety bond in the full amount of the contract sum. This surety bond, executed by the Contractor to the City, shall be a .guarantee: (a) for the faithful performance and completion of the work in strict accordance with the terms and intent of the contract documents; (b) the payment of all bills and obligations arising from this contract which might in any manner become a claim against the City; (c) for the payment to the City of all sums due or which may become due by the terms of the contract, as well as by reason of any violation thereof by the Contractor; and for a period of one year from and immediately following the acceptance of the completed project by the City, the payment to the City of all damage loss and expense which may occur to the City by reason of defective materials used, or by reason of defective or improper workmanship done, in the furnishing of materials, labor, and equipment in the performance of the said contract. All provisions of the bond shall be complete and in full accordance with statutory requirements. The bond shall be executed with the property sureties through a company licensed and qualified to operate in the state and approved by the City. Bond shall be signed by an agent resident in the state and date of bond shall be the date of execution of the contract. If at any time during the continuance of the contract the surety on the Contractor's bond becomes irresponsible, the City shall have the right to require additional and sufficient sureties which the Contractor shall furnish to the satisfaction of the City within ten(10)days after notice to do so. In default thereof, the contract may be suspended, all payments or money due the Contractor withheld, and the contract completed as hereinafter provided. GP-6 INSURANCE GP-6.1 QENERAL: The Contractor shall secure, pay for and maintain during the life of the Contract, insurance of such types and amounts as necessary to protect himself, and the City, against all hazards enumerated herein. All policies shall be in the amounts, form and companies satisfactory to tine City. ' The insuring company shall deliver to the City certificates of all insurance required, signed by an authorized representative and siatinrl that all provisions of the following specified requirements are complied with. All certificates of insurance required herein shall state that ten (10) days written notice will be given to the City before the policy is canceled or changed. All certifications of insurance shall be delivered to the City prior to the time that any operations under this contract are started. All of said Contractor's ccrtrfic:ratc>s cif "5,1",race sImll his wnllan aurlhoriz'cd to do business In the State of Missouri. GP-6.2 RMLY INJ&LRj LIABILITY &�n QPERTY DAMAGE LIABILITY INSURANCE (1) Bodily Injury Liability insurance coverage providing limits for bodily injuries, including death, of not less than $2,000,000 per person and $300,000 per occurrence. (2) Property Damage Liability insurance coverage for limits of riot less than $2,000,000 per one occurrence nor less than $2,000,000 aggregate to limft for the policy year. GP-63 CONTRACTOR'S PROTEC IVE l3C�DIL.Y I�IJIlRY LIAE1IL�TY& F!ROTi:CTIVE P OR PERLY DAMAGE LIABILITY {NSLIRAN(;f; (CCQVERING OPEf2ATION i OESUBC N RACTQRS) (1) Contractors contingent policy providing limits of at least $300,000 per person and $2,000,000 per occurrence for bodily injury or death. (2) Property Damage Liability providing limits of at least $2,000,000 per occurrence and $2,000,000 aggregate. GP-6.4 CONTRACTUAL LIABILITY Property Damage coverage with $2,000,000 aggregate limit. GP-6.5 OWNER'$ PROTECTIVE LIABILITY AND PROPER"f Y DAMAGE INSURANCE The Contractor shall purchase and maintain Owner's Protective Liability and Property Damage insurance issued in the name of the Owner and the Engineer as will protect both against any and all claims that might arise as a result of the operations of the Contractor or his subcontractors in fulfilling this contract. The minimum amount of such insurance shall be the same as required for Bodily Injury Liability and Property Damage Liability Insurance. This policy shall be filed with the Owner and a copy filed with the Engineer. GP 6.6 EXCLUSIONS The above requirements GP-G.2, 6.3,6.5 for property damage liability shall contain no exclusion relative to: (1) Blasting or explosion. (Consult Technical Specifications Part I for possible deletion of this requirement on subject project.) (2) Injury or destruction of property below the Surface of the ground, such as wires, conduits, pipes, mains, sewers, etc., caused by the Contractor's operations. (3) The collapse of,or structural injury to, any building or structure on or adjacent to the City's premises, or injury to or destruction of property resulting therefrom, caused by [lie removal of other buildings, structures, or supports, or by excavations below the surface of the around. ® GP-6,7 AUTOMOBILE BODILYrItJJU� LIABILITY 8 AUTOMOBILE P LIABILITY ROPER Y DAMAGE ABILITY INS_URAN_CE Contractor shall carry rra his name, "ufdilaonral w;sured clauses protecting City, lJobilaty Insuranco with Bodily Injury or Deoth I hails of Wert loran than $300,000 por porson and$2,0110,000 per occurrence, nrid property damaoo limits of riot less thorr $300,000 with hired car and non-owned vohicle coverage or separate policy carrying similar limits. The above is to cover the use of automobiles and trucks on and off the site of the project. GP-6.8 EIUIPCQYER'S LIABILITY-ARE WORKM_M$ COMPENSATION ' Employer's arid Worknion's Compensation insurance as will protect hint against any and all clams resulting from injuries to and death of workmen engaged in work under this contract, and in addition the Contractor shall carry orcupational disease coverage with statutory limits, and Employer's Liability with a limit of$300,000 per parson. The "All State" endorseal•aent shah be includrad. In case any class of employees is riot protected under the Workmen's Compensation Statute:, the Contractor shall provide and cause such contractor to provide adequate ernployer's liability coverago as will protect him against any claims resulting from injuries to and death of worknien engaged in work under this contract. GP-6.9 INSTALLATION.FLOATER INSURANCE. This insurance shall insure ;:and protect the Contractor and the City from all insurable risks of physical loss or damage to ►materials and equipment, not other-wise covered under Builder's Risk Insurance, when in warehouses or storage areas,during installation, during testing rind until the work is accepted. It shall be of the"All Risks"type,with coverage designed for the circumstances,which may Occur ill the particular work included in this contract. The coverage shall be for an amount riot less than the value of the work at completion, less the value of the maternal and equipment insured under Builder's Risk Insurance. The value shall include the aggregate value of the City-furnished e:cfuipnlent and materials to be erected or installed by the Contractor not otherwise insured under Builder's Risk Insurance. Installation Floater Insurance shall also provide for losses, if any, to be adjusted with and made payable to the Contractor and the City as their interests may appear. If the aggregate value of the City-furnished and Contractor-furnished equipment is less than $10,000 such equipment may be covered under Builder's Risk lnsuranc.o, and if so cover-od, this Installation Floater Insurance may be omitted. GP-6.10 CONTRACTOR'S-RESPONSIBILITY FOR OTHER_LOSSES For the considerations in this agreement heretofore stt:ate-d, in addition to Contrar tor's other obligations, the Contractor assumes full responsibility for all loss or damage from any cause whatsoever to any tools owned by the mechanics, any tool machinery, equipment, or motor vehicles owned or rented by the Contractor's, his agents, sub-contractors, males jai nlen or his or their employees; to sheds or other temporary structures, scaffolding and staging, protective fences, bridges and sidewalk hooks. The Contractor shall also assume responsibility for all loss or damage caused by, arising out of or incident to larceny, theft, or any cause whatsoever (except as hereinbefore provided) to the structure on which the work of this contract and any modifications, alterations, enlargements thereto, is to be done, and to materials and labor connected or to be used ca:3 a part of the permanent rrraterials, and supplies necessary to file work. GP-6.11 CONTRACTOR'S_RESPONSIBILITY ON.,DAMAGES_& CLAIMS-INDEMNIFYING MY The Contractor shall indemnify sand stave harmless the City and t ngineer and their officers and agents, of and from all losses; damages, costs,expenses,judgments, or decrees whatever arising out of action, or suit that may be brought against the City or Engineer or any officer or agent of either of them, for or on account of the failure,omission,or neglect of the Contractor to do and perform any of the covenants, acts, matters, or things by this contract undertaken to be done or performed, or for the injury, death or damage caused by the negligence or alleged negligence of the Contractor or his subcontractors or his or their agents, or in connection with any claim or claims based on the lawful demands of subcontractors,workmen, material men,or suppliers of rnachinery and parts thereof,equipment, power tools and supplies incurred in the fulfillment of this contract. GP-6.12 jVQTtFI�TIOiV EVENT C1E LIAE3�l,ITY OFtQM�GE Upon the occurrence of any event, the liability for which is herein assumed, the Contractor agrees to forthwith notify the City,in writing stich happening,which notice shall forthwith give the details as to the happening, the cause as far as can be ascertained, the estimate of loss or damage done, the names of witnesses, if any, and stating the arnotrnl of any claim. GP-7 ASSIGNMENT OF CQN7RACT The Contractor shall not assign or transfer this contract nor sublet it as a whole, without the written consent of the City and of the Surety on the Contractor's bond. Such consent of Surety, together with copy of assignment, shall be filed with the City. No assignment, transfer or subletting, even though consented to, shall relieve the Contractor of his liabilities under this contract. Should any assignee fail to perform the work undertaken by him in a satisfactory manner, the City may at his option annul and terminate Assignee's contract. GP-8 SUBCONTRA-CTS, PRIj�lGIQAL MATERIALS & EQUIPMENT Prior to the award of the contract, the Contractor shall submit for approval of the City a list of subcontractors and the sources of the principal items of materials arid equipment which lie proposes to use in the construction of the project. The Contractor agrees that he is as fully responsible to the City for the acts arid omissions of his subcontractors and of person either directly or indirectly employed by them as he is for the acts and omissions or persons directly employed by him. Any notices to the Contractor shall be considered as notice to any affected subcontractors. Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and the City. No officer, agent or employee: of the City, including the, Engineer, shall have any power or authority whatsoever to bind the City or incur any obligation in its behalf to any subcontractor, material supplier or other person in any manner whatsoever. GP-9 OTHE K ONTRACTS The City reserves the right to let other contracts in connection with this work. The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and the execution of their work, and shall properly connect and coordinate his work with theirs, If any part of the Contractor's work depends for proper execution or results on the work of any other contractor, the rnntractor shall inspect and promptly report to the Engineer any defect in such work that ' renders it unsuitable for such proper execution and results. His failure so to inspect and report all constitute an acceptance of the other contractor's work as fit and ' proper for the reception of his work, except as to defects which may develop in the other contractor's work oftor the execution of his work. Wherever work being dorie by the City's forces of by other contractors is contiguous to work covered by this Contract, the respective rights of the various interests involved shall be established by the Engineer, in order to secure the completion of the various portions of the work in general harmony. GP-10 LEGAL_FZESTRICTIONS,.PERMITS_AND REGULATIONS The Contractor shall procure at his own expense all necessary licenses and permits of a temporary nature and shall give due and adequate notice to those in control of all properties which may be affected by his operations. Rights-of-way and easernents for permanent structures or permanent changes in existing facilities shall be provided by the City unless otherwise specified. The Contractor shall give all notices and comply with all laws, ordinances, rules and regulations bearing on the conduct of the work as drawn or specified. GP-11 ROYALTIES.AND PATENT$ It is agreed that all royalties for patents or patent claims, infringement whether such patents are for processes or devices, that might be involved in the construction or use of the work, shall be, included in the contract amount and the Contractor shall satisfy all demands that may be made at any time for such and shall be liable for any damages or claims for patent infringements, and the Contractor shall at his own expense, defend any zinc) all suits or proceedings that may be instituted at any time against the City for infringement or alleged infringement of any patent or patents involved in the work, and in case of an award of damages,the said Contractor shall hay such award; final payment to the Contractor by the City will not be made while any such suits or claims remain unsettled. GP-12 SCOPE AND INTENT_OF SPECIFICATIONS AND PLANS GP-12.1 GENERAL These Specifications and Project flans are intended to supplement, but not necessarily duplicate each other, and together constitute one complete set of Specifications and Plans so that any work exhibited in the one and not in the other, shall be executed just as if it has been set forth in both, in order that the work shall be completed according to the complete design of the Engineer. Should anything be omitted from the Specifications and Plans which is necessary to a clear understanding of the work, or should it appear various instructions are in conflict, then the Contractor shall secure written instructions from the Engineer before proceeding with the construction affected by such omissions or discrepancies. It is understood and agreed that the work shell be performed and completed according to the true spirit, meaning and intent of the contract, specifications and plans. GP-12.2 FIGURED DIMENSIONS_TO GOVERN Dimensions and elevations shown on the plans shall be accurately followed even though they differ from scaled measurements. No work shown on the plans, the dimensions of which are riot indicated shall be executed until the required dimensions have been obtained from the Engineer. GP-12.3 CONTRACTOR TO CHECK PLANS AND SCHEDULES The Contractor shall check all dimensions,elevations and quantities shown on the plans,and schedules given to him by the Engineer, and shall notify the Engineer of any discrepancy between the plans and ' the conditions on the ground, or any error or oniission in plans, or in the layout as given by stakes, points, or instructions, which he may discover in 1110 course of the work, The Contractor will not be allowed to take advantage of any error or omission in the plans or contract documents, as full instructions will be furnished by the Engineer should such error or ornission be discovered, and the Contractor shall carry out suc=h instructions as if origimilly spec=ified. The apparent silence of the Plans an(] Specifications as to ary detail or the apparent omission from them of a detailed description concerning any point, shall be regarded as meaning that only the best general practices, as accepted by the particular trades or industries involved, shalt be used. GP-12.4 STANDARD SPECIf=10AT10.NS. Reference to standard specifications of any technical society, organization or association, or to codes of local or state authorities, shall mean the latest standard, code, spe=cification,or tentative specification adopted and published at the date of taking bids, unless specifically stated otherwise. GP-13 CONSTRUCTION REPRESENTATIVE AT PROJECT The City may appoint or employ such "Construction Rep resenUntive" as the City may deem proper, to observe the work performed under this Contract, to the end th,it.said work is performed, in substantial accordance with the plans and specifications therefor. The Project Representative assumes no direction of employees of the Contractor or Subcontractors and no supervision of the construction activities or responsibility for their safety. Tyre sold duty of the Project Representative during the construction is to the City to endeavor to protect against defects and deficiencies in the work. The Contractor shall regard and obe=y the directions and instructions of the Construction Representative so appointed,when the same are consistent will) the obligations of this contract and the specifications therefor, provided, however, that should the Contractor object to any order given by the Construction Representative, the Contractor may make written appeal to the Engineer for his decision. The Construction Representative and other proporly authorized representatives of the City shall be free at all times to perform their duties, an intimidation or attempted intimidation of any one of them by the Contractor or by any of his employees shall be sufficient reason, if the City so decides, to annul the contract. ' Such construction representation shall riot relieve the Corituic.tor from any obligation to perform said work strictly in accordance with the plans and specifications or any modifications thereof as herein provided, and work not so constructed shall be removed and made good by the Contractor at his own expense, and free of all expense to the City, whenever so ordered by the Engineer, without reference to any previous oversight in observation of work. Any defective material or workmanship may be rejected by the Engineer at any time before the final acceplance of the work, even though the same may have been previously overlooked and estimatecl for payment. The Construction Representative shall have no authority to permit any deviation from the plans and specifications except on written order from the Engineer, and the Contractor will be liable for any deviation except on such written order. All condemned work shall be promptly taken out and replaced by satisfactory work, and all condemned materials shall be promptly removed from the vicinity of the work. Should the Cnnlraclor fail or refuse to comply with instructions in this respect the City IM-1y, capon certification by the Engineer, withhold payment or proceed to terminate contrac=ts as herein provided. Reexamination of questioned work may be ordered by the Engineer, and if so ordered the work must be uncovered by the Contractor. If such work be done in accordance with the Contract Documents, the City shall pay the cost of reexamination and re:pIncenaent. If such work be found not in accordance with the Contract Documents,the Contractor shall pay such c=ost,unless he shall show that defect in the work ' was caused by another contractor of the City rand if) that event the City shall pay such cost. The Contractor shall furnish samples of testing purposes of any material required by the Engineer, and shall furnish any information required concerning the nature or source of any material which he proposes to use, GP-14 CONTRAC?OR'S R SPO[V.�1BIL.ITY FQR_LVIA T ERIALS The Contractor shall be responsible for the condition of all materials furnished by him, and lie shall replace at his own cost and expense any and all such material found to be defective in design or manufacture, or which has been damaged after delivery. This includes the furnishing of all materials and labor required for replacement of any installed materials which is found to be defective at any time prior to the expiration of one year from the date of final payment. The manufacturer of pipe for use on this project shall certify in writing to the City that all materials furnished for use in this project do conform to these specifications. Whenever standard tests are conducted, he shall forward a copy of the test results to the City. GP-15 WATER All water required for and in connection with the work to be performed shall be provided by the Contractor at his sole cost and expense. GP-16 POWER All power for lighting, operation of the Contractor's plant or equipment or for any other use by the Contractor, shall be provided by the Contractor at his sole cost and expense. GP-17 SUPERINTENDENCE AND WORKMANSHIP The Contractor shall keep on his work, during its progress, a competent superintendent and any necessary assistants. The superintendent shall represent the Contractor in his absence and all directions given to him shall be as binding as if given to the Contractor. The Contractor shall provide proper tools and equipment and the services of all workmen, mechanics, tradesmen,and other employees necessary in the construction and execution of the work contemplated and outlined herein. The employees of the Contractor shall be competent and willing to perform satisfactorily the work required of them. Any employee who is disorderly, intemperate or incompetent or who neglects or refuses to perform his work in a satisfactorily manner, shall be promptly discharged. It is called particularly to the Contractor's attention that only first class workmanship will be acceptable. GP-18 MAINTENANCE TRAFFIC, Whenever any street is closed,the Police Department, Fire Department, and Ambulance Services shall be notified prior to the closing. When a portion of the project is closed to through traffic, the Contractor shall provide proper barricades and shall mark a detour route around the section of the project if applicable. The route of all detours shall be approved by the Director of Community Development. All detour signing shall conform to the latest edition of the "Manual on Uniforn Traffic Control Devices". Throughout the project, wherever homes are served directly from a street or portion of a street which is to be reconstructed under this project, the Contractor shall make every effort to provide access to each home every night. GP-19 BARRICADES AND LIGHTS All streets,roads, highways,and other public thoroughfares which are closed to traffic shall be protected by means of effective barricades on which shall be placed acceptable warning signs. Barricades shall be located at the nearest intersecting public highway or street on each side of the blocked section. All open trenches and other excavations shall he provided with suitable barriers, signs,and lights to the extent that adequate protection is provided to the public. Obstructions, such as material piles and equipment, shall be provided with similar warning signs and lights, All barricades and obstructions shall be illuminated by means of warning lights at night. All lights used for this purpose shall be kept burning from sunset to sunrise. Materials stored upon or alongside public streets and highways shall be so placed, and the work at all times shall be so conducted, as to cause the minimum obstruction and inconvenience to the traveling public. All barricades, signs, lights and other protective devices shall be installed and maintained in conformity with applicable statutory requirements, and in conformance with the Manual of Uniform Traffic Control Devices. All necessary barn icades,signs, lights and other protective devices will be furnished, installed and maintained by the Contractor. GP-20 EXISTING UNDERGROUND_INSTALLATIONS ANQ STRUCTURES Pipe lines and other existing underground installations and structures in the vicinity of the work to be done hereunder are indicated on the plans according to the best information available to the City. The City does not guarantee the accuracy of such information. The Contractor shall make every effort to locate all underground pipe lines, conduits and structures by contacting owners of underground utilities and by prospecting in advance of the exc=avation. Any delays to the Contractor caused by pipe lines or other underground structures or obstructions not shown by the plans, or found in locations different than those indicated, shall not constitute a claim for extra work, additional payment or damages. No payment will be made to the Contractor for locating and protecting utilities and cooperating with their owners,and any damages caused to the utilities by the Contractor's negligence shall be repaired entirely at the Contractor's expense. Utilities, other than sanitary sewers and water mains, which, in the opinion of the Engineer, must be moved will be moved by the utility company at no cost to the Contractor. Sanitary sewers which must be moved shall be re-laid by the Contractor and paid for at the prices bid. Only sewers which must be moved because of direct conflict with the storm sewer conduit will be paid for in this manner. Sewers damaged by excavation but not in direct conflict with the storm sewer will be repaired at the Contractor's expense. ' GP-21 PROTECTION OF WORK AND PROPERTY The Contractor shall be accountable for any damages resulting from his operations. He shall be fully responsible for the protection of all persons including members of the public, employees of the City and employees of other contractors or subcontractors and all public and private property including structures, sewers and utilities above and below ground, along, beneath, above, across or near the site or sites of the work,or other persons or property which are in any manner affected by the prosecution of the work. The Contractor shall furnish and maintain all necessary safety equipment such as barriers, signs, warning lights and guards as required to provide ade=quate protection or persons and property. The Contractor shall give reasonable notice to the owner or owners of public or private property and Ile utilities when such property is liable to injury or damage through the performance of the work,and shall make all necessary arrangements with such owner or owners relative to the removal and replacement Ior protection of such property or utilities. In an emergency affocting lhc:safety of life or of the work or of adjoining property, the Contractor,without special instruction or authorwotion, is hereby pormilted to;:u;t at his discretion to prevent such throatenod loss or' injury, and he shall so not. Any conipensolion, claimed by the Contractor on account of emergency work, shall be determined by ngreemcnt or arbitration The Contractor agrees to hold the City harmless from any i-ind all loss or damages arising out of jurisdictional labor disputes or other labor troubles of any kind that may occur during the construction or performance of this contract. ® GP-22 GUARANTEE OF MATERIALS AND WORKMANSHIP �0A The Contractor hereby guarantees the work in connection with this contract against faulty materials or poor workmanship during the period of one (1) year after the date of completion of the contract. GP-23 NO WAIVER OF RIGHTS Neither observation of work by the City or any of their officials, employees, or agents, nor any order by the City for payment of money, or any payment for, or acceptance of, the whole or any part of the work by the City, nor any extension of time, nor any possession taken by the City or its employees, shall operate as a waiver of any provision of this contract, or of any power herein reserved to the City, or any right to damages herein provided, nor shall any waiver of any breach in this contract be held to be ,a waiver of any other or subsequent breach. GP-24 USE OF COMPLETED PORTIONS If desired by the City, portions of the work may be placed in service when completed or partially completed and the Contractor shall give proper access to the work for this purpose; but such use and operation shall not constitute an acceptance of the work, and the Contractor shall be liable for defects due to faulty construction until the entire work under this Contract is finally accepted and for the guarantee period thereafter. GP-25 ADDITIONAL, OMITTED, OR CHANGED WORK ' The Owner, without invalidating the Contract, may order additional work to be done in connection with the Contract or may alter or deduct from the work,the Contract sum to be adjusted accordingly. All such work shall be executed to the same standards of workmanship and performance as though therein Oincluded. The Engineer shall have authority to make niinor changes in the work, not involving cost, and not inconsistent with the purposes of the work. Except for adjustments of estimated quantities for Urnit price work or materials to conform to actual pay quantities therefor as may be provided for in the Special Conditions, all changes and alterations in the terms or scope of the Contract shall be made under the authority of duly executed change orders issued and signed by the Owner and accepted and signed by the Contractor. All work increasing the cost shall be done as authorized by the Owner and ordered in writing by the Engineer, which order shall state the location, character, amount, and method of compensation. No additional or changed work shall be made unless in pursuance of such written order by the Engineer, and no claim for an addition to the Contract sum shall be valid unless so ordered. If the modification or alteration increases the aniount of work to be done,and the added work or any part thereof is of a type and character which can be properly and fairly classified under one or more unit pace ® items of the Proposal, then such added work or part thereof shall be paid for according to the amount actually done and at the applicable unit price or prices therefor. Otherwise, such work shall be paid for as "Extra Work" as hrreinaflc�r provided hr this; Article G(' 2r3, If the modification or alteration decreases the amount of work to he done, such decrease shall not constitute the basis for a claim for damages or anticipated profits on work affected by such decrease. Where the value of omitted work is not covered by applicable:unit prices, the Engineer shall determine on an equitable basis the amount of: 1. Credit due the Owner for Contract work not done as a result of an authorized change. 2. Allowance to the Contractor for any actual loss incurred in connection with the purchase, delivery and subsequent disposal of rnraterials or equipment required for use on the work planned and which could not he used in any part of the work as actually built, 3. Any other adjustment of the Contract amount where the method to be used in making such adjustments is not clearly defined in the contract documents. Statements for extra work shall be rendered by the Contractor riot later than fifteen (15)days after the completion of each assignment of extra work and if found correct will be approved by the Engineer and submitted for payment with the next regular monthly estimate. The Owner reserves the right to contract with any person or firm other than the Contractor for any or all extra work. The Contractor's attention is especially called to the fact that he shall be entitled to no claim for damages or anticipated profits on any portion of the work that may be omitted. Extra Work: (a) The term "Extra Work" shall be understood to mean and include all work that may be required to accomplish any change or alteration in or addition to the work shown by the Plans or reasonably implied by the Specifications and not covered by the Contract proposal items and which is not otherwise provided under this Article GP-26. (b) The Contractor shall perform all extra work under the direction of the Engineer when authorized by the Owner. The compensation to be paid the Contractor for performing extra work shall be determined by one or more of the following methods: 1. Method A: By agreed unit price 2. Method B: By agreed lump sum 3. Method C: If neither Method A or B can be agreed upon before the work is started, then the work shall be by force account as per Section 109, Measurement and Payment,of the Missouri Standard Specification for Highway Construction, as published by the Missouri State Highway and Transportation Cornmission, GP-26 SUSPENSION OF WORK The Owner may at any time suspc;nd the work, or any part thereof by giving ten (10)days notice to the Contractor in writing. The work shall be resunied by the Contractor within ten (10) days after the date fixed in the written notice from the Owner to thO Contractor to do so. But if the work, or any part thereof, shall be stopped by the notice in writing aforesaid, and if the Owner ' does not give notice in writing to the Contractor to resume within a reasonable period of time, then the Contractor may abandon that portion of the work so suspended and he will be entitled to the estimates ® and payments for all work done on the portions abandoned, if any. GP-27 OWNSR'S"RIGHT TO,d0 WORK If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this contract, the Owner, after ten (10) days written notice to the Contractor, may, without prejudice to any other rernedy he may have, make good such deficiencies and may de duct the cost thereof from the payment then or thereafter clue the Contractor. rGP-28 OWIVER'S RIGHT TO TE RMINATE.CONTRACT If the Contractor should be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors,or if a receiver should be appointed on account of his insolvency, or if he should persistently or repeatedly refuse or should fail, except in cases for which extension of time is provided, to supply enough properly skilled workmen or proper materials, or if he should fail to make prompt payment to subcontractors or for material or labor, or persistently disregard laws, ordinances or the instructions of the Engineer, or otherwise be guilty of a Substantial violation of any provision of the Contract, then the Owner may, without prejudice to any other right or remedy and after giving the Contractor five(5)days written notice,terminate the employment of the Contractor and take possession of the premises and of all materials, tools, and appliances Ihereon and finish the work by whatever method he may deem expedient. In such case, no further payment will be made the Contractor until the work is finished. If the unpaid balance of the contract price shall exceed the expense of finishing the work, including compensation for additional managerial and administrative services, such expenses shall be paid to the Contractor. If such expense shall exceed such unpaid balance,the Contractor shall pay the difference to the Owner. GP-29 CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT If the work should be stopped under an order of any court, or other public authority,for a period of three months, through no act or fault of the Contractor or of anyone employed by him, then the Contractor may,upon five(5)days written notice to the Owner and the Engineer',stop work or terminate his contract and recover from the Owner payment for all work executed and any loss sustained upon any plant or materials and reasonable profit and damages. GP-30 LOSSES FROM NATURAL CAUSES All loss or damage arising out of the nature of the work to he done, of from the action of the elements, or from floods or overflows, or from ground water, or from any unusual obstruction of difficulty, or any other natural or existing circumstances either known or unforeseen, which may be encountered in the prosecution of the said work, shall be sustained and borne by the Contractor at his own cost and expense. OGP-31 SUNDAY,..HOLIDAY AND NIGHT WORK No work shall be done between the hours of 6:00 p.rn. and 7:00 a.m., nor on Sundays or legal holidays, without the written approval of the City. However, work necessary in case of erriergencies or for the protection of equipment or finished work may be clone without the City's approval. Night work may be established by the Contractor as a regular procedure with the written permission of the City; such permission however, may be revoked at any tune f.)y the City if the Contractor fails to maintain adequate equipment and supervision for the proper prosecution and control of the work at night. GP-32 UNFAVORABLE CONSTRUCTION_(CONDITIONS During unfavorable weather, wet ground. or other suitable construction conditions, the Contractor shall confine his operation:;to work which will riot ho offcclod mlv( rmoly lherohy. No portion of thn work shall be constructed under conditions which would srlfect ,ldvcusely the quality or efficiency thereof, unless special nlenns or precautions �lre taken by lhr, Contractor to perform the work in o proper and satisfactory tnanner. GP-33 MATERIALS_AN_D E-QU'IPM'ENT tUnless specifically provided otherwise in each ca so, all materials and equipment fUrniShf;d for permanent installation in the work shall be new, urnlsecl, and undarnagcd when installed or otherwise incorporation in the work. No such nhatorial or oquipme:nt shall be used by the Contractor for any purpose other than that intended or specified, tulles such use is specifically authorized by the Engineer in each case. GP-34 DEFENSE OF SUITS In case any action at law or suit in equity is brought against the City or any officer or agent of them for or on account of the failure, omission, or neglect of the Contractor to do and perform any of the covenants,acts, matters,or things by this contract imdr.;rlakem to be done or performed, or for the injury or damage caused by the negligence or alleged negligence of the Contractor or his subcontractors or his or their agents, or in connection with any claim or claims based or, the lawful dernands of subcontractors,workmen, material naen, or suppliers of machinery and parts thereof,equipment, power tools, and supplies incurred in the fulfillment of this contract, the Contractor shall indernnify and save harmless the City and their officers and agents, of and from all losses, damages, costs, expenses, judgments, or decrees whatever arising out Of such action or suit that may be brought as aforesaid. GP-35 CHANGE ORDER Any changes or additions to the scope of work shall be through a written order from the Engineer to the Contractor directing such changes in the work as made necessary or desirable by unforeseen conditions or events discovered or occurring during the progress of the work. GP-36 CONTRACT TIME The time for the completion of the work is specified and it is an essential part of the contract. The Contractor will not be entitled to any extension of contract lime because of unsuitable weather condition unless suspension of the work for such condilions was authorized in writing by the Engineer. If the time for the completion of the work is based upon working clays, this lime will be specified in the contract. A working day is defined as any clay when, in the judgrnerit of the Engineer, soil and weather A conditions are such as would permit any then major operation of the project for six (6) hOUrs or over unless other unavoidable conditions prevent the Contractor's operation. If conditions Ohre such as to stop work in less than six (6) hours, the day will riot be counted as it working d;ry. No working days will be counted from December 15 to March 15, both dates inclusive. Saturdays, Sundays, and City holidays will not be counted as working days any tinier during the year. 1 GP-37 CONTRACT TIME EXTENSION The Engineer may make allowance for time lost clue to causes which the deems justification for extension of contract time. If the Contractor claims an extension Of contract time on the grounds that he is unable to work due to causes beyond his co,,trol, ho shall slate this reasons in writing, furnish proof to establish hjs claim and state the approxim ate number of days he eslimrales he will be delayed. Notice ' of intention to claim an extension of contract time on tyre above grounds shrill be filed with the Engineer nt the time the cause, or causes occur unit thr, chain shall he fild in writing within 30 days rafter the claimed nurse for the delay Ii as cea,;v t to exist. GP-38 LIQUIDATEDDAMAGES Time is an essential element of the contract and it is therefore important that tyre work be pressed vigorously to completion. Should the Contractor or in case of default the surety fail to complete the work within the time specified in the contract, or within such extra time as may be allowed in the manner set out in the precedinq sections, a deduction of an amount as set out in the contract will be made for each day and every calendar clay that such contract remains uncompleted after the time allowed for the completion. The said amount set out in the proposal is hereby agreed upon, not as a penalty but as liquidated damages for loss to the City and the public, after the expiration of the time stipulated in the contract, and will be deducted from any money clue: the Contractor under the contract, and the Contractor and his surety shall be liable for any and all liquidated damages. Permitting the Contractor to continue and finish the work or any part of it after tho expiration of the specified time, or after any extension of the tin-ie, shall in no way operate as a waiver on the part of the City or any of its rights under the contract. GP-39 MEASUREMENT AND PAYMENT (a) 5A51S FOR PAYMENT Contractor will be paid for quantities actually carastrnlctc:el or performed as determined by field measurement (except as may be hereinafter provided) at the unit price bid for the iterns listed in the schedule of the (aid or for such extra work as may be authorized ..inrl approved by the Engineer. The cost of incidental work not listed in the schedulr of tho Bid but necessary for the completion of the project shall be included in bid items. (b) DEDUCTIONS FOR UNCORRECTED WORK If the Engineer deems it expedient not to correct work that has been damaged or that was not done in accordance with the Contract, Lin equitable deduction Irom the Contract price:shrill be made therefore. (c) LUMP SUM ITEMS Payment for each lump sum item shall be at the lump sum bid for the item,complete in place, and shall include the costs of all labor, materials, tools, and nquipmc;nt to construct the iten-r as described herein and to the limits shown on the plans. (d) PARTIAL PAYMENT Partial payment will be made on a monthly basis. The p<ryment shall be, h,ased on the work that has been found generally acceptable under the contract by the Engineer or inspector. A retainer equal to 10% of the amount of work completed to elate shell be withhold. (e) ACCEPTANCE AND FINAL_PAYMENT Upon receipt of written notice that the work is reedy for hurl inspection and acceptance, the Engineer will promptly make such inspection,and when he finds the work ncceptable under the Contract and the Contract fully performed he will promptly issue n finial certihciAe,over his own signature, stating that the work required by this contract has been completed and is acceptable by him under the terms and conditions thereof, and the entire balances found to be, clue the Contractor, including the retained percentage, shall be paid to the Contractor by the City of Jefferson within thirty(30) days after the date of said final certificate. (f) AFFIDAVIT OF COMPLIANCE; Monies due to (fie Contractor will not be delivered to the Contraclor without presentation to the, Department of Community Development an Affidavit of Compliance with Prevailing Wage Law on prescribed form attached to the back of these contract documenis. GP-40 RFLIEA.SE OF LIAE3ILITY The acceptance by tire Contractor of the last pinyment shall operate as and shall bee a release to the Owner and every officer and ncaent thereof, from all clnims and liability to the Contractor for anything done or furnished for, or relating to thr, work, or for any oct or neglect of the Owner or of any person relating to or effecting the work. GP-41 CERTIFICATIONS GP-41.1 All suppliers of materials such as draina(le pipe or handrail and all Suppliers of asphaltic concrete or portland cement concrete mixtures shall certify in writing that the product as supplied conforms fully with these specifications. Such certification shall be delivc-red in triplicate to the Department of Community Development at least 24 hours before the product is to be used on the project. GP-41.2 The City, at its option, may perform or have performed such tests as may be deemed necessary to further assure,that Only spocified inatorials are incorporated inter the work. GP-42 LOCAL PREFERENCE In making purchases or in letting contracts for the performance of any job or service, the purchasing agent shall give preference to all firms, corporations or irndrvidualS which maintain offices or places of business within the corporate limits of the City of Jefferson, when the duality of the commodity or performance promised is equal or batter and the price quoted is the; same or less. aGP-43 PREFERENCE FOR U.S, MANUFACTURED GOODS On purchases in excess of$5,000, the City shall select products mamlfaclured, assembled or produced in the United States,if quantity,quality,ancf price;are equal. Every contract for public works construction or maintenance in excess o($5,000 shall confide a provision requcating th(!contractor to use American products in the performance of the contract. GP-44 AWARD OF CONTRACT_-_REJECTION_OF BIDS All bidders are required to submit with bid Minority Business f_nterhri:;c f_liclibility f=orms for all subcontractors and suppliers who the contractor intends to user on the project. Compliance with this requirement and the Minority Business Enterprise Progrmi shall he ci consideration for award of this contract. The contract will be awarded to the lowest and best responsible bidder on the btase bid proposal, complying with the conditions of the Advertisement for bids and Spec:ificalions, providing the bid is reasonable and it is in the interest of the City of Jefferson, Missouri to accept same. The bidder to whom an award is made will be notified at the narlie:st possible date. T he Cily of Jefferson,however, reserves the right to reject any and all bids and to waive all infornialitios in trick received whenever such rejection ' or waiver is in their interest. ® GP-45 AFFIDAVIT OF COMPLIANCE_WITH PUBLIC_WORKS',CONTRACTS LAW Upon completion of project and prior to final payment, each contractor and subcontractor hereunder shall file with the City of Jefferson,Missouri,D(ipartmc:nt of Community DevcloprYient,an affidavit stating that the contractor or subcontractor has fully complied with the provisions and requirements of Section 290.290, RSMo (1994 as amended), an act relating to public works contracts. The City of'Jefferson shall not issue a final payment until such affidavit is filed. OP-46 MISSOURI �.ABQREF2 R�C�UIREMENT Whenever there is a period of excessive unemployment in Missouri, which is defined as any month ' immediately following two consecutive calendar months during which the level of unemployment in the State has exceeded five percent(5%)as measured by the U.S. Bureau of Labor Statistics in its monthly publication of employment and unemployment figures, only Missouri laborers or laborers from non- restrictive states may be hired by the contractor or subcontractors to work on this Public Works'contract. An exception shall exist when Missouri laborers or laborers from non-restrictive states are not available or are incapable or performing the particular type of work involved, if so certified by the contractor or subcontractor hereunder and approved by the Director of Community Development of the City of Jefferson, Missouri. Nor does this provision apply to regularly employed non-resident executive, supervisory or technical personnel or projects where federal aid funds are being utilized in the act and this provision would conflict with any federal statute, rule or regulation. Laborers from non-restrictive states means persons who are residents of a state which has not enacted state laws restricting Missouri laborers from working on public works projects in that state,as determined by the Missouri Labor and Industrial Relations Commission. A Missouri laborer means any person who N has resided in Missouri for at least thirty(30)days and intends to become or remain a Missouri resident. ® GP47 LIABILITY FOR COMPLIANCE WITH PUBLIC WORKS CONTRACTS LAW AND MISSOURI LABORER REQUIREMENT In the event a contractor or subcontractor hereunder files with the City of Jefferson an affidavit stating that the contractor or subcontractor has fully complied with the provisions and requirements of Section 290.290, RSMo(1994 as amended), when in fact the contractor or subcontractor has not complied, to the extent that any liability is assessed against the City of Jefferson, Missouri, or any additional expenses are incurred by the City of Jefferson, Missouri, any contractor making the false statement, or whose subcontractor makes a false statement,shall hold harmless-I ntl indemnify the City for any liability ' assessed against it or any additional expenses incurred. Any contractcr who fails to comply with the requirements of hiring only Missouri laborers or laborers from non-restrictive states, absent statutory exceptions, whenever there is a period of excessive unemployment in Missouri, agrees to hold harmless and indemnify the City of Jefferson, Missouri, for any liability that may be assessed against it or any additional expenses incurred by the City of Jefferson, Missouri, because of the contractor or subcontractor's failure to comply. 1 END OF GENERAL PROVISIONS SPECIAL.PROVISIONS FORWARD: The provisions of this section take precedence over any other provisions in these specifications. SP-1 TECHNICAL_SPECIFICAT.IONS_.ANp DETAILS. The Technical Specifications for this project shell consist of the 1999 version of the Missouri Standard Spuacifications for Highway Construction except as modified or contradicted by the City's Contract, Technical Specifications, General Provisions, Special Provisions, Detail flans,and any special or specific Specifications as included in the contract documents. All construction details included with the plans and attached hereto shall be used in constructing this project. 5P-3 PRE—CONSTRUCTION CONFERENCE Prior to starting work, a pre-construction conference will be held to discuss the project, its scheduling and its coordination with the work of others. It is expected that this conference will be attended by repmsentatives of the Owner, The Engineer, the Contractor and his Subcontractors, and the Utilities, as we'll as representatives of any other affected agencies which the Owner may wish to invite. The work schedule specified in Section IB-23 of the Information for Bidders will be submitted at the conference. SP-6 PROJECT COORDINATION CMULTIPt...F__PROJECT_BID) Only one project in this phase shall be under construction at a time unless prior approval is obtained from the Diroctor of Public, Works. Construction on that project shall be essentially complete before the next project is started. SP-7 MAILBOXES, If U.S, Postal Service; access to any railboxes will be Interrupted during construction, the Contractor shall contact the U.S. Postal Service to determine where the mailboxes should be sot during construction. Mailboxes shall be reset at appropriate location-., by the Contractor once work is complete. Any materials damaged by the, Contractor shall be replaced with material of better or equal type and quality at the Contractor's expense. SP-9 ACCESS TO AEJACENT_PROPERITIE.S. Prior to the removal of the driveways to any dwellings or buildings, the Contractor shall notify the inhabitants of such structures that the use of the driveways or access will be temporarily affected. Notice sliall be of sufficient length to allow the persons affected to remove vehicles and otlae;r items that may be inaccessible during construction activities. Contractor shall maintain v►-:hicular access to all properties to the best extent Possible this may include temporary stone driveway surface 01c. Pedestrian access shall be maintained at all times. Suitably: access shall be provided across trenches, ditches or other barriers and obstacles for pedestrian traffic. Appropriate devices shall be used to warn the public of the dangers that may be present. SP-12 ROCK REIJV LM Rock on this project in all areas shell be i emoved by mechanical chipping, Jack- hammering or other methods approved by the Engineer. SP-13 NRERGRAQWQ 1[_,R.Q_QK CIJT Section TS-2.2.6 specifies that rock cut areas are to be undercut and backfilled with a drainable material with top surface choked with fines for proper subgrade preparation. No direct payment shall be made for backfill materials. The only payment made shall be for cubic yards of rock excavation. SE-16 1 ROLLED STQRE BASF ® Payment for 3" Rolled Stone Base shall be made by square yard measured from back (�1 of curb to back of curb, plus one(1)foot. Any additional thickness necessary under the curb and gutter section, that might be needed if the curb and ,gutter section is placed separately, shall be subsidiary to this item. No additional payment will be made. .$P-18 ADJUSTMENT O.FJI TILITY SERVICES The necessary adjustment of utility services such as water,gas,telephone,and electric, including meters, valves and other appurtenances shall be subsidiary to the work. P-19 PLUGGING AND ABgNDO_ NMENT OF EXISTING PIPES All pipes to be abandoned shall be plugged and sealed with portland cement concrete at the locations as shown on the plans. All pipes to be abandoned shall be completely filled with clean sand. The sand shall be blown into the pipe by using compressed air or other such means. All plugging and filling of pipes shall be subsidiary to the work. SAP-_20 EXCAVATION FOR SANITARY SEWER All excavations required to install the sewer pipe, manholes, and other necessary appurtenances shall be unclassified with exception of rock excavation. SP-21 INSTALLATION OF SEWER Ql,PE The unit price for the installation of sewer pile shall include all necessary excavations, ditching, backfilling, bedding,shoring or any other item required to make the installation of the pipe. ' SP-23 CONSTRUCTION SURVEYING The City of Jefferson shall provide an on-site BENCH MARK for the project. It is the ' responsibility of the contractor to provide the necessary staking of the project. The cost to provide the staking shall be paid under construction surveying lump sum. END OF SPECAL CQNV_pTICLN TAB1,1` OF CONT1 NTS Section 1 .0 Clearing, Grubbing and Removal I 2.0 Earthwork 3 ' 3.0 Cleiuiup 12 4.0 Pipe Sewer Construction 12 5.0 Drainage Sti•uCIAINS 19 6.0 Concrete 26 7.0 Asphaltic Concrete 34 8.0 Portland Cen-►cnt Concrete Pavement 38 9.0 Lawn Repair and Seeding 41 10.0 Reinforced COilCretC Double Rox Culverts and Retaining Nails 43 11.0 Crushed Stone Driveways 46 12.0 Rip Rap 46 13.0 Rock [?xcavation 47 14.0 Sanitary Sewer Adjustments 48 15.0 Undcrdrain 50 ' 16.0 Pavement Marking; 51 17.0 Omitted 53 18.0 'Traffic Signals 54 19.0 Omitted 61 20.0 Fencing 61 1 21.0 Certificates of Compliance 62 22.0 Schedule of Work 64 23.0 Maintenance ofTraffic and Access 65 24.0 Temporary Surfacing 66 25.0 Dust Control 60 26.0 Property Corners and Monumentation 66 27.0 Cleanul, 67 28.0 Traffic Signs, Stop Signs, and Street Signs 67 29.0 Downspout Drains 67 ' 30.0 Subsidiary Items 67 OC' 'UBLR, 2000 -SIR I! „ICATIL) 1`S-1 . C1FARIp<_'(►1Z1113�31N .N_.1.� 'I'S-1 .1 C' ,orint' lll(U.rulbln TS-1 .1.1 S o)e: This work Shall consist of*clearing, grubbing, removing, and disposing of vcgetation within the CollStrUCtlllil 111111tS. 'I'S-1 .1.2 Q 11 Zeduiremcn s: The fAlgineer will CSWhllSll the CoilStr'LICtion limits and Will designate all trceS, ShruhS, vcgctatiorl within the eonstrLlct.ion limits shall be tremoved and properly disposed of'. Stumps and roots in cut area Shall he gr 11)1)C l to a depth Ot'not less than twelve(12) inches helow the finished earth grade. Grubbing; ol'Osage orange or locust hedge Shall lr1CILRIC 1'Cllll)vi11 Of roOls. Ill embankment areas, undisturbed Stumps and roots ' extending not illorc (11,111 SIX (6) inches above the ground line may remain, provided they are a nlininlum of'threc (3) fiat hclow the finished earth grade or the slope (if' the embankrnalt. Except in areas to be excavated, Stump holes Shall be backfilled with suitable material and Compacted to the approximate dcnsityol'thc adiacent area. Wheil burning iS permissible under controlling air pollution regulatirnlS, all hurnillg of productS of clearing and grubbing Shall he done under the cvc 01',1 Competent W'ItClllllall 'lt SLICK times and ill SLICII 111anIlCr that neither vegetation oil adjacent property nor that designated to remain oil the right-ot-Way will he jeopardized. The burial of'Stunll)S and debris will not he pennitted on the right-of-way. Products of clearing grubbing may be removed from the right-of*-way and disposed ofout of•Sight f 1'0111 the roadway provided an acceptable written agreement with the property owner on whose properly the products are placed is Submitted by the contractor. The contractor Shall Scalp '111 areas Where excavation of embankment IS to be Illade, except that snowed, burned over Sod need not he removed where(he enlhanknlcnt to be conStructcd is -4 IM or more 111 height. SCa117irlg Shall includC. the removal of material Such aS Scud, graSS, residue 01' '1>;riculturll corps, SMVdust, and dCCilycd vcgctublc mLlttCr from the Surf'1CC 01'01C grOLllld Wid1011t rcinoving more carol than is necessary. The productS 01'scalping Shall he disposed ul'away fi•orn the site of the work unICSS I)CI'l1liSS1011 is gl''llltCd by the I?llgineer to allow Such disposal on the right-ol=way, All such disposal Shall belt the contractor's sole expense. TS-1.1.3 Mcas 1ll�ll�1 at�d I''lyl»�ilf: No measurement will he nlade.ofclearinir and grubbing. Payment 161. Clearing and grubbing will he ut the 11111117 SUM pl'ICC hill. '1'S-1 .2 RENMAIJ5. i'S-1.2.1 ;;i�ic: This wort( shall consist of 1•cln(rving all drainage Structures, pavements, Surlilcing, and basC COUNCS Ol ill typCS, curb, curb clad gutter, sidewalks and IlOLISe walks,steps, retaining walls, 6(mildation walls,catch basins, manholes,drainage and sewer pipes, welter and gas main pipeS, Other objCCtS or SIRIC11 rcS and Other existing inlpr•ovemenls which confliel with the work and are not designated to remain in place. No listing o! items to he removed will bC made. 1 TS-1 .2.? C'c�lls r t ►1 L�4 tiL� �n 041 7,IVCtncnts, trhtrn(lond sewr.rs pc lines, or 1 I 11 other ohstructionS to the construction ol•thc roadway or within the limits Oi'thc right- of'-way and not designated or permitted to red nrin, sll;Ill he reilloved or disposed of* by the Contractor away lrom the site ol'the work. In removing pavement, Curb, CM-1) ;111(1 gutter, gu11c1:S, SidC\V Ilk, and other similar inlprovcnlcnts,and where a portion of'such inlprovcnlCnlS arc to be Iclt in place,thcv Shall be removed to an existing.joint or to a joint sawc.,d to a mi11i111111T1 depth o1 Odle inch with a h•Lrc line and vcrlical fllce. Sullicicrlt removal shall he made to provide fen•proper grade and Connections in the new wort: regardless ol'any limits which may he indicalel on the plans. All sewers, drainage pipes and Iloor drains which have been or arc. to be abandoned shall he permanently scaled at the Cnds With 17ld16CMIS Co11struCtc(1 Of'COIICI'ctC ol- brick masonry, havlrlg it Illlnlrllllrll thickness Of 8 II1Che: 1'hC use of Salvage(! prick will he permitted I61.Construcling hulkhu►ds provided the brick are clean and sound. No direct payment will he madc IN- blocking abandoned sewers, drainage pipes, or floor drains. Broken concrete, paving material, bricks or rubble may he placed in roadway embankment provided they arc wCli spread, completely surrounded by dirt and are not located within twelve inches Ol•thC IMIS11e(i suhgt'adC,shoulder ur ground sut•lacC. 'I'S-1.2.3 Mc;iS_,n A ►13: The work provided herein will not he measured lilt ravnlent, but will be considered a lump SLIM unit. This shall include the removal of all items, whether in view ur hidden undcrncath the Su11"WC ol'ill c ground, r•cgarcllcsS of"whether shown Oil the 1)1a11S or Cticou Ill CIVd during Construction. I'S-1.2.4 LiJ)UJ.Qlll: The ICCQI)tCd removal ol• inlprovCnlcnts will hC Laid for. at the Contract lump Su111 hid lViCC. O TS-2 '111 X131:111 VN111ZR: TS-2.1 SQL)p_Q: This wort: shall include all lak,or, material,cduipment and services necessary to complete all carthwork. as shc►w11 Oil IIW I,lulls and Specified 11Cl'Clll inclu(Iilig roadway excavation, Clllhankment, Subf:l'ade preparation and flllisll grading, TS-2.2 I�a�t'11Lvc�):lc_li►r jtc��tcflty: I'S-2.2.1 Tllc tern), "Roadway" aS used ill this Section, i!� defined as including roadways, roadway intersections, sidewalks, Shoulders, cut and fill Slopes, driveways, parking areas and all other areas of carthwork cxccpl excavation and hackfill for pipe tl'CIICheS and StrllCtlll'CS. 'I'S-2.2.2 Missc►uri I lif;hway Specific;)tic,ns Section 203 shall govern all earthwork li►r roadway except that the provisions fin• nlcasurcnlent and IMynlent therein shall not apply and except as modified in the 1,61-111 01' IddiIionS, (ICIC6011., Mid Substitutions in this Article. Where any part ofsaid Section ofthe Missouri I IighwaySpecificalions is so modified, the unaltered provisions Shall remain in e11e+.1. I'S-2.2.3 Compaction shall Conform to Missouri Highway `specifications Section 203.3, The first paragraph of'Section 203.3.1 shall be changcd to read is i6ilows: Compaction to at least 90 per'cenl ofiaxinlunl density, aS dctcl•mincd bystauufaucf C'ampatction I'est, will he rccluircd in the fi,llc►«-ini; areas: I'S-2.2.4 Lhj:x,sa)I: Unsuitable cxcatvatccl material shall [lot he used in the embankments and shall not hcdisposcd of'on right-of*-way. Disposal shall he the sole responsibility"Ind at the sole expense of the contractor. UnsuiLIMc and excess cxcatvatccl material nlaly be dispc,Sccl of on private property adjac:c ill to the rif3ht-of wary, provided written permission ()I'tile property owner is ol,lained and provided the ::UN ICC IS properly finished and drained, Ill Such cases, secclitlg, Sodding, and othcl-paycluantitieS Shall not be increased thereby, Ditjh C'l�ano iti S ,ecial care shall be taken to clean out all debris and organic n It from existing roadway ditches to be filled. I'hc ditches shall he carefully hacklillcd ill accordallCC With the 1-Clllllrci11Cilts hcrcin. using, trench roller., or hand-operated power Compactors as Imly he ncedCd to assure 1,1•01)cr ern111,aletion throuf,111011(. TS-2.2.6 I_11�c1 ��tstc�llt i�Ll. c►c1: l: In rock cut area, excavation shall h,� catrr'ied to twelve (12) inches hClow subgI-,Idc to a minimum distance of'IWO (2) feet behind back of curb. Back I!IIiiig 0f uncicl,i~radCd cut au•cas shalI be with a drainahle material with top Surface choked with fines for pi'opC►' subgr'adc preparation. whenever possible,iIIi!;material Shall he hofII project Cxmvation. Wherc aulhorind an Open-traded (11-nillilhlc'rrlltihUd liMCStonC shill) he llroui,hl in. 1 11draincd pockets shall not he left ill the surfilcc c+f'tile rock. TS-2.2.7 ttl?itrrl,�lr tit�th.l ,.,►tic-ti: I'c►c•kcts OCunsuitahlu c,u'th May he C'I1COt1111C1'CCI 11) Cl1t arras where 11 will be inlllracticablC Ic+ I-C{)I ICC with Suit thIC lllntC6,11, 11.0111 Cxcav,I1io n Oil the work site. In '�uCII caSCS, Whcrc aulhoriicd by the 1�:11girlce.r, the c:Ontractor Shall firl'niSh and 1)IICC Crushed stone hilse as rcyuircd to provide a Stablc sub-grade, Crushed stone hnse in accord,lrlcC with rc(luiI'Crllcnts of' Article 1'S-1 1. Where Necessary, a portion ol'the stone bask., shall he rllixcd wilh Cxislingg, car'th to 1)rovidc suh�;rad+:slaR)ility, ,lied that 1'+t+1'iioll of tlleStollebasematerial shall bedclivered to the project in as dry as possible condition. 'f'S-2.2.5 &diticlud 1_1,isc T:)lirhllc.�s: Where, in the opinion of'tile f;ntirlcel', Conditions arc such that it is impracticable IO Obt,lin sub•-111-adC satlSfhctOr.�' f6l'the dCSign 1lavcnlcn1 thickness, the contractor 11my he directed lo linish tilt. sub-gradc at lower than spcc:ified ciuv"Ition and increase the ihicklicss oCas1)haltic concrete base. TS-2.2.9 Tllc provisions of I)aragniphs T'-,'_'.2.7 and X Shall not be C0llStr'ucd to I'CiicvC the COnlraetc 1.0 I'll is I'CSI)OIlSibilitV 1*01"Iny necessary acration and compaction ol'suitablc carlh at sub-trade level. I'S-2.3.10 Protection (+l_ iritdl: The c:ontlactor shall 1)rotccl the Subtrade by not allowing delivery Vehicles Of' excess weight thereon and by Varying the 11,1111 of' delivery velllcles Soils to not CaIItiG exCC5511'e 1'111t111l;. I ICaVill2 OI'1.1111iiII,dillllal C 10 Sllb-gNIdC cauSCd by deli\'Cr-y vChiclCS ciclrillu asllilillt paving ulleraliulls shall he immediately I-CIMiI'Cd ,ild br011t',Ilt back to Specified Ciumion prior to placing asphaltic concrete least or Portland Cement concrete pavement. _f'c)psoil: The to)) fi+ur( l) inches ol'backIill bChind c:lll'i)S shall be toe) soil, free from rocks,travel, and ;Ili N,undcsirablc nlilteriak and shall be nlaiCrial Suitahlc to CstabliSil I SCCd bCd. 'I his material nl,ly be either toll soil available within tilt limits OC the ln'ojcct or it nlay he toll Nod f'lll'IliSllL'd by the ContraCtur. No direct payment will be made: loo- SuCII 101)SOil. hell Shall hC I11CIl{dCd rn tilt bull)) sum ))ricC li)r 1;raclint and cxcavalion. 1 TS-2.2. 1? Ar.�1 1:)r miaj;c: All Carlh arcils within and adjacent to the c."rading Iilllits as Shown On the I'1a11s shall be i;raded to drain as directed by the I'liginttr, at ollc (I) lucent nlmilllulll Sl(Il)C \VhtrCVCl- ))OSsible, Sl)CC1,11 cart shall be taken to ,1void lcavinb low arcas or cuter pucka,. No dil-CCI 1XIVIllellt will he IMRIC fi+r such tradint cxcC1)t 111,1 nlCUSUrcnlCnt (ill' 1)VIllent c+f'I'I'c+))c+sill 11CHIS will be nwdC, 'I'S-2,2.13 tit}h-(it'1±41t.a c!�t't'#+11��': I•:,Xccl)1 ,Is ollivi- -ise specified ill llanij;r+lhh'I TS­2.2.7, tale sub- grade fill-all paving anti surlticing shall he within the tolerance range of•inimis one- IMIQ!-) inch to plus one-duarter inch with respect to spcclhed devatioll. 'i'S-2.2.1 a 13L)1nnt_MwtGdol: a Ifborroty material is rcc uirucl. the ecintractor SlIcIll Scl 1 11 this rllaterial (1.0111 O I 11 y a horrow area ol'i' flee Site. The hor•ro\t area sh"Ill he obtained by the contractor at his Sole expense. Borrow materials shall he approved by (lie I?ngdllecr before they are transporicd to the site ol'file Proicct. 11 Materials shall he sink ar to soils fowl I cal the P o.jec Soils s 'r g high O 1 c i I 1 .ic t. he t�11�., ugh swell potentials will not hu- approved. (c) The I",ngincer's F',IHhwork C 11CulationS arc Shawn on the Mans for the convenience. of the Bidder. 1'5-2.2. 1 h.�ccsti�l�lctte:rt,tl.: All suitahlc e:,eess nlalcrinl lion excavation become the ilroperty ol'the City ol'.1cHel:son and will be stockpiled on site at the directicna ol'the f".ngineer. TS-2.3 Trcnchin I-'Itthcdll1c►tt a.uJ( 13,X(_(11( 16r_I'i_jw: TS-2.3. 1 'l I.Cncli L::\c_Iy,t11o11 and I(�tiljg: (a) I:xCIV,itC in 01)cI1 cut excepl whel•c horin ;,jackin> or tunneling is Spccilkd. french walls shall he vertical in strecls (W inapmvcd arcaS unless otherwiSC autllorircd iNI the I ngirlcer. Provide bracing, sheeting. and cribbing where ' necessary to prevent caving. (h) All sheeting shall be pulled irnnlCdiAtCly Ilrior• to hackfilling aroUn(1 the Sheeting. I lowever, the 1"Ilgincer r11,IV direct all or a portion of the sheeting to be left in place in order to protect the pipe against shock load cal'caving; hanks, or to protect adjacent street or pro) erty, or 10 prevent material that cannot he compacted to specified density front caving into the trench. (c) Where sheeting is left in place, do not hracc against pipe, but support in a manner which will rtof apply concenta•atcd loads or horiionlal thruSts on the pipe. (Toss hrrlces ahove the pipe may he removed al)cr backfill to top of* pipe has bCCII compleled. (d► Trench Walls illlly he skycd ill Utlil111)t'OVed areas i l'1'Cl1ni l'Cd t1.l)VOTIII Cilvitl}; at Id i I ad.iacunI 1)rtlperty Or trcus (o I)c IcII in Ill;Ice are Iml Ihcrcl)v sull.jccled to addiliOnal cutlin!. o('I-0OtS, (C) tics I'i1)c 1?nlhcdIllcnl Dclails On PIOUS I(lr lllini )lunl Mice nlaxiulunl Wench Widths. II• IMINHI Ill is cxcccded, ;Ind strength re.quirclllcnts control, I:IIginecl' may direct C011(1'actor to install sl)ccial bedding 0r heavier Class of ga,c Of l)Ihc at cltlltracim";i C.XpClIw. I'S 2.3.2 S! '! !t1cl._11'ttt:.�lt.i(I_ .11J'14t1c, (1) Pille trcuchus shall he kcht li'eC li'(If11 Watel' during! Cxcav;►lion, line gfading, Mille laying arld_j0intiIIg, and ])tile cnlhedillent operations. Where the trench hotimll IS plucky of olhcf•\visc unstahlc hCCUUSC 01' the l)ICSCncc Of I!r0un(1 Wili(.l', Illld 111 111 C1SCS WI1CI'C the StdtiC gl-01111d \\'alCf (ACV Ili(Ill IS O)MIC the h011wll Of an`' trellch hell IIOIC CV:;1Ir1111011, SUCII I;i'011llll 1,r11Cf Sha11 be lowcrcd by I11Ci1nS Of 1)111111): of Other a(-ec1)tahle means to the extent IIUCeSslry to keel) the trc11c11 lieu f'r0111 Water. Dille sub-s,radc stahlt 111(1 limn 1.111clCl• 1001, at all times Whcn wmk Within the trench is in hroi;l'rss. (h) "I•hc COnlractor nrly use additional grallllllr Jill Ill,11cri111, in accordance With the I'equil•ellicills (d'subparagraph TS-2.3,31 (h), in c•( nnecli0n Will) drainage conlr(l, at his O\vn CxpCIIsc. (C) Inch cxcavotion shall he kul)t (Ify lentil the hlleklill is conll)ietUd to the extent that no danlal;u tirOnl hydrosllltiC l)ressures, flotation, Or othcf Cau!•es Will result. (l1) SLIfI11CC Water shall he divcl•Icd, and ot}lel-wisc I)1.cvenlccl I'ronl cntcfing excavations and trenches to the hrcltesl CNICnt l)racticahlc Without damage to "Id.jaecnt hroherty fi'on1 dike~, ditches, Ol' in11vunded Wutcr. I'S-2.3.3 1 {'i ��_E��Ljol,tlic�tl,.(.,�rl1i>111_,t1'.I;i.11 ti�ci.-.I_1:�1►t;li_I:�1}1(�+_t>> 1 11�i.1_ , 111011: { (a) All Dien! shall he I)Cdded 1N sllo\vn in the ` PIpc killhcdIllcnt on the flans. r (h) Granular fill shall he clean I•ivcr I-11-OVl or VOIS01 ably SOUrld c:ruSIICd limestone, live of'ccnlcntitious, shalt', ()I• Ilal and Ilaky lr1'liCICS ill aft 111101.111( Which WOUld c<luse the rllalerial IO cake of pack Or Othcr\risc li)rnl an Ullyieldillg SUI)l,Orl 161- the I)inc. Gradlllion shall he such that al least rlincly- live(1.15) percent IMSSCs II three-(lulu'(er(;/-1) inch Square mesh sieve 111d not Ovc►• live (5) llcrecnl IMSSCs a number lulu• (-I) sdllafc mesh sio.c. (c) tl i.G;(.t.ictU: If the Ircrlch holtom ill hose of,tile re(luil-Cd pipc Cuihuclntcnt nlilterial is unstable, the Contractor Shill excavate to an additional depth and backlill with crushed stone aS (lil'CCICd by file f?n�iIICCr. TlIC sire oI•stonC used shall be as required fill. cffective stabllizatiorl. Where largc stone is used, the upper portion shall he chokc(I with sn)a11Cr stone anti no storic larger than one ( 1) inch Si:/,C Will hC lIlowCd wilhin (3) incites ol' the Mille wall. Stabilization material ordered by the I?ngincer will be paid !i►r in arc(►r(larlcc with the stipulations ofnrficles •I'S-2.5 and TS-2.0. I lowevel., payment will not be made for Stabilization material or c.xlra granular fill used for contractor's C(►IlvelliCI1CC Ill C(Illll•(,llillg (11'iIit),I .!C 01' IIS Illily he rC(ILI11'Cd (0 stabilize trench bottoms made utlslahlC through Contractor's diSlul'banCC tllC►•c01'ur CxCCSSivc lraniping thcrCon. (d) Pipe shall not he placed over I'rozcn trench sub-grime. (c) I. Place granular fill in lifts not exceeding six (6) inChcs and I-1►•ing up CvCnly on holh Sides ofpipC. DO not (1un11)ovCl'sidC o1'tI•Cnch in any manner that %vill firing earth into ill('granular• fill area err disl)l�ICC the pipe. Compact, vihratc, or Slice with it SIIOVCI, ill SLICK 111aI1rlCl' that l,ranular fill will take its final COMIMCtion and IlruvidC unifi►rnl 111(1 solid hearing under a1)(I ar01.111(I IIIC I)il)C an(I its hau1101CS. 2. Screed granular fill as shown on the flans under elliptical or arch pipe. l�or a length of two (2) pipe (Ililllle(CI'` (CI•ICCtivC diiullClcr C(luals average ol'spall and rise 161_ Cllipticill or a1'Cli Ilil)C) on the ullstrciull ends of'culvcrts, omit granular fill. Use selected Clay Scrccdcd and Compacted to no( less tha11 ninety (()U) percent ol'Standard Density. 1'S-2.3.41 ( II I-Io71 ss: Dir~ hell holes where pi pc has hell •c,ints. No part ufan y hell shall he II I I ? in ContaCt with the tr(:llCII bottom or sides (1l. granular fill when the pipe is jointed. TS-2.3.5 13s-L-JUiII LQA'Ali) o) 1) (a) See "Pipe Fillbednicnl Details" on flans. This section .:over:~ the hacklill From top ol'grall uIll- fill to top ofpipc. (h) 13ackfill as scion as possihlc to millinlize the possibilify o1'danlage I(1 joints kill inconvenience to the public. (c) Material to be selected earth or granular fill tllltterial. five from sod, sticks, roots, or rocks over one ( I ) inch siAC, (o he ullf'I'c►ictl, and to he c►f proper IlloiStlll'C C(llltCtlt till'SpCCI filed compaction. Suitable material from the project excavation shall he brought ill fi•onl elsewhere on the work where required. (d) Place alongside pipe ill loose I,lycrs of six (6) inch n1,W111unl thickncss, thoroughly Compacting; each layer. "fake special care to place and compact material around rile pipe so as to leave no voids and to provide uniforill lateral support 161. file pipe. 111,11erials ell uni fi►rnlly on both sides of pipe, taking special care with ern•rut�'atecl 1110a1 Dille. (c) The material shall he compacted to the same (Icusify as rcquii-ed for hackfill above. top of,pipe. "fS-2.3.6 f3,tcf:Ill)I &h„�r �l; 1,i-Ile: (ic;tlend: Baeklill From top ol*pipe Il) original surface or to sub-grade where pavement is to he placed is covered by this st-cticln. (h) vji tgri, is: I. Material fin•backfill ahove top of,pipe shall be the same as for hacktill below top ot'pipu aS specified in suhparagraph'I'S-?.a,i (c), except that small sticks and roots less than one-half(! ) lr1CII ill(h,lillete1% intcrspurscd 11,11'cl Iunlps,111c1 clods will he allowed insof ll. as they do not intelfcre with specified compaction. MON suitahlc material shall he fi'orll Clscwheru on the project if'necessary and the Linsilitallle material disposed of. If the spccilicd compaction cannot he obtained with earth lrxcavatc(I fi'onl the Ir'cnch, the Contractor s11a11 use granular fill or similar approved nlafcrial at his own expense. 2. hock larger than one ( I ) inch shall not he placed within three (3) inches of pipe. Rock larger than eight (8) inches shall not he placed within two(2) Cut ()('tile top ol'pipc. No rock larger than two (?) inches nlay he placed in the 1 upper six (0) inches under pavcnlent soh-grade. No rock may he pined in the upper twulvc (12) inches Of trenches throu,gll crass parkways or earth nrcas. 3. Large stones 11my he placed in file remainder ol' the hack fill only if' 'well scpat'ated and so arranged that no intcr'Ict'encu with file spucified hackf ill will result. (c) M.' hods: 1. Method (►t' backfill used shall not impose excessive concentrated or unba1,111=l loads, shock, or iulpaG on, ur ULISC diSI1I ICC111ent of the pipe. The hackfill Shull be slowly rolled clown a Slope at the end ol'the trench and Shu11 not bC pushed over the Side ol'the ti•CnCh. ?. C'onsolidutcd material weighilIg rl ON than 01-IC I1LIIId1'Cd (1 00) I)OLIMIS Snail not be permitted to 11,111 more than three. (3) fcet into the trench unless cushioned by at bast three (3) feet of hackfill over top of'pipe. (d) C'cutt.pac(•on: 1 . ,,,uk 1 i11 unde}?a��eliw i.(S}lall he( Clille(i us )eillg under all .u•caS 10 he )avc(I or Sur}ilccd 101- vehicular access, cxccpt those to be suIT('ICe(1 with el•uShcd Stolle. ThC limiting line tin• such hackfill ~hull extend irons sub-grade at twelve (12) inches beyun,l edge of'pavenlcnt or hack of'curh, downward on it Slope not steeper than one ( I ) to one (I). In areas So (leiined, backf ill shall he not less than ninety-five (()5) percent o1'Standard Density. 2. f311ck(ill._, l O111ci ,Areas: In areas not defined in Item I above, hackfill shall he not less than ninety (90) percent ol•Standard Density. 3. The engineer nluly CcILISc field (tensity tests to he made wherever deemed necessary. TI c silccified density will he the mimilium Illo%\'C(l and the attaulmcnt lllel'eUl w111 be Clllll'e1y IhC l'olllr'aet(11''S responsibility. Obvious voids will not he permitted. 4. Thickness ol'backlill layers will he determined by the coordination oftcst resufts with field perfi►rn1,111ce and e(luipnlcnt used. •1ThC conlri'IClo1• will he expected to maintain established procc(lureS cxccpt w11crC unuSUal conditions arise. TS-2.3.7 !1�l�tllation c�t;1'i_}��111 I i»hal%m4nt: W) If embankincnt is 11MLIe pr•or to placing pipe excavate trench, place pi le and hackfill, in accordance• with the Specificatiow; herein. (h) if(anhanlulienl is rnadc Mier placin:, i,ipu c:onlpact embankment to top of pipe on hoth sides of pipe liar .I (IiStancc of•at IcaSl five (5) pipe diameters each Side of Pipe. 1'S-2.3.8 I'1ctl��l.Lc1�.t_�!�d.�J�4_It:c�ttl_I l�tlty_6.c(tlil►t►t�rtt: Provide tcinporuty fill to at least two (2) l,ect over top of pipe extending 11 least live (`+) pipe diai11CICI-s cacti sick, or gt'catel• prolc:clion, as required to p►'Otecl llillc fi-Oltl heavy c(Iuipnlcnt. 1)arllage lO tilt pipe resulting from excessive Cduipillent loads shill he satisfactorily repaired by the Contractor at his sole expense. '1'S-2.3.9 I1?rcav►ti ►1 _ lcticl Ij►r l_t±�;tl�(�I1 c►j'(�I�til�'it t �»ti; (a) FXCCpt where otherwise directed, excavate at least one hundred filly (150) Icet ahead ol,pipc laying in order IO lll1COVCr any possible ObSl►'uctionS in the way O1' laying the Pipe. II' such obstructions are encountered notify the i� .ngilluer immediately So that a Iwcded Change llluy be considered and el'fccicd. (b) Changes fi•oll•1 flans may he 111"Ide only on file direction of the I]nginecr. Such change may includC ChullgCS in line,grade,pipe sire or type,additional or less mitering, manholes, etc. Such ChanL;CS play involvC unanticipate(i MOVilIg oI llIIde►'gl'U(irld Ullllfy line~. (C) Refer to :article GP-7 rcgarchilg prOlCCliOrl and nlcwinL; Of utilities 111d oth(T obSlructiOnS. (d) The Contractor will bC paid for the actual amount o1' Proposal itCIIIS authorized (within the pay limits estahli'dic(I)and performed by him. lie will not be 1);lid lily unused materials left over or for delays arising from CI1COLI11tCl'irlg Ob5tRIC6011S. "1'S-2.3.10 Milxillltllll 4,11 'Ill_o1'trcnchin _lill(�w�(1 ahcad_�►f_I'ihe I�IyfiilL;shall he one city block or Blur hundred (400) feel, wilich ver is shorter. 'TS-2.4 lasLLvation and Back-1111 llll'_SII'UCi I)VS; TS-2.4.l The 1Cl'i11 "structures" 'IS USCG ill Ibis /article, means inlets, manholes and all other structur'CS, not inclu(linL; I)ipC. I'S-2.4.2 Missouri l H011 III' SpCCilialtioos Section 206 shall govern excavation and backfill 161' Struettu'cs Cxcel)t (hilt the provisions fill- meatiLll'Clllelll lend payment therein shall not apply and except 1s modified ill the 161.111 of (Iddilions. (icletions alld substitutions in this ,Article. Where any part Of'MisSOUri I lighway Specilications Section 206 is so modified, the unaltered provisions :;hall rcnlnin in (:I'ICet. '1'S-2.4.3 I)C14te the following li•onl Missouri I IWIM'lly Specilieations Section 206. (a) SuhSCelions 206.2, 206.4.7. 206A8. 200.4.0, 206.4.10 and 206.4.11. NEW (b) All sections on Measurclncril and/or Payment. 'I'S-2,4.4 Cru hcd st(►lic, as specified in paragraph TS-2.3.3 (c), shall be installed where rc(Iuircd by the slil)ulatiOl)S of'thc Missouri I lighway Specifications Article 206.3. This requirement shall apply to all structures aS (ICIII1C(I ill paragraph TS-2.4.1 . Stabilization material ordacd by the l;ns~inecr will be 1)slid for in accordance with the stipulations of'Articics TS-2.5 and 'I'S-2.6. 1 lowevcr, payment will not be made I()r' stabilization 11111tCl'llll Llsed (br contractor's convenience in controlling drainage, Ill fine grading, Or as may be rcquire(.1 to stahiliic structut•c hotlonls MIMIC unstable. through corltractor'S diStul'ba11cc thcrcol (►1' excessive tramping thereon. ® I'S-2.4.5 (i IG _ uai uctuicti shall he in accordance with the applicable 1'Cgtlll'CIl1CIltS of ■ Section '1'5-2.3.G, rI'S-2.5 .V�lctbOd of caSu rem c-n : '1'S-2.5.1 Bciivl�tion and C'ompactc(1 I:mbanl�i�L 11: (a) The excavation and compacted emhanknlent itch shall be bid oil a lump sun» basis. The work shall he perlormcd in accordance with specifications and in Coll(orlllal1ce with the lilies, grades, thicknesses and typical cross sections Shown oil the plans. (b) No Illcasurcnlelll Ian' payrnent will be made liar ally of the lollowing: 1. Excavation 601' structures, or pipes payrllent will be included in cost OH)id Relit Im Cach. 2. No measurement ol'borrow excavation will be made. 1\11 costs of supplying borrow material to the Project site shall be irlCILKIC 1 in the hid price f01. excavation and Compacted embankment, ' (C) C011ll)L1tilIi0lIS: The F,'ngincerIs earthwork C(lllll)Llta(lollS al'C 1\'allat)lc for inspection. The volume of'excavated and compacted embankillent aS shown thereon,and as listed in the plans, Cron) existing cross sections by avcragc cnd area method and will he the basis too. tinal payment, cxcel►t as I61lows: I. All authorized Change ill glade, Slope, OI' typical Section IS I1ladc, TS-2.6 Basis of Pa yment: TS-2.6.1 Excavation and Compacted I:mbanknicnt, will be paid 1'01-',It the Colltl'aCI Unit priCe ' bid based on it 1u1111) SLIM C(►St. -II- I'S-2.6.2 Crushed Stolle lilr sub-grade ar(d trench buttons stahiliialioll, as Well as open-graded dl'aill,ll)le crushed scone lm' backlilling of LIIIdCI't;radcd roCk cuts, pleasured as provided will be paid lily at the contract unit price hid her toll. 'rs-3 UEAN W), The contractor shall I•CnlovC li'onl the owner's property Hild li'onl all public and 1)1•ivatc property, at his own expense, (111 temporarystruGures, ►•ubhisll, execs Cxcavution and Waste material resulting (iron) his operations. All material lmIlld to he urlsatisfilCtory (or backfill shall he removed at the contractor's expense. All existing sod areas shall be hand raked to remove earth deposited on or in them during Construction. All ditches shall he graded alld properly:,loped, l;xcess excavated material shall he removed li•olrl ditches. Shoulders where, sodding, seeding or sur;ilcini, is not required shall be bladod and shaped. The project arch shall he kept at all times as neat and clean as possible. Debris fi•onl Construction operations shall he I'cnloval li'om the site as s(loll as construction is conlpleted in a given area. Dirt piles shall he removed and the area finish graded as Soon as possible 'IRCr construction of'a given seclion of'the projecl is completed. In no instance shall dirt piles or debris he allowed to remain oil lawn areas long enough to (.lanlage gT'oWing sod. 1S-4 P Ph_ i?VVI It ("C)NS'I'R 1C"1=1ON TS-4.1 ( ell �r l: This work Shall includc the construction of'al) pipe Sewers whether storm sewers or sanitary sewers. '1'hc lll,11C6,1l re(IuiI'Cd lilt•each section of'sewer shall be as shown till the plans. Trenching shall be ill accordance with Part '1S-2 of'thcse specifications. 'I'S-4.2 lac infi�r�ccl Crc�ncret�Pipc S(uI.Ill Saver~: I'S-4.2.1 Genci : This section covers the nl,lterials and construc.lion of l'clllrOrCCct concrete pipe storrll sewers. Other types of'pil)C and all appurlcnant str'ucturC arc cuvcred in other sections of•these speciIIcatiorts. I'S-4.2.2 (`1 _ate_i,aj: All rcirllilrcccf conc:rcte pipe shall conform lu 1he redurrcnlcnts of/1S']'M C-76-62T, Class 111, Wall 13. Pipe joints shall be tonguic and groove or bell and Spigot type. PipC fill-use on the project shall appear neat and well made. It shall he Ircc of Cracks, broken places, and obvious tllan(lliletut'irlg (ICk,'Cts. -12- All pipe ~hall lie stamper( on the inside with its class beli►re delivery to the job site. TS-4.2.3 Pipeshall bccare(ullyhandled hyslingorothcr•nlcansto protect it from damage. Particular care shall he taken to avoid any Circe (all or shock to the pipe. Pipe shall lie careflully placed oil the prepared bedding material and jointed as specified below. Pipe shall be laid true to both line Ilnd gra(lc 111d shall produce a Straight line hetwce ll structures except where otherthan straight alignment is required or allowed by the plans. Where curves lure required they may be accomplished by (he following niethodS: a li'thc curve is Slight or il'thc radius ofthc curve is vcr Iong, curving may be ( ) g Y � 6 y accomplished by deflecting each pipe joint in the Curved sceticln cdually to 611.11 11 a smooth uni RA-111 curve. In nc► case shall any pipe joint be deflected to the extent that the 1llaxlillum opening of the joint exceeds one half the.joint depth (orlc halfthe depth ol'the socket), Short(b) Short radius bends shall he ICCoi11111iSbCd thl'oilgll the use of factory made mitered pipe sections. 'These sections shall he fahricated specifically Im a given curve and, when properly assembled, shall produce .i unifOrill curve (consisting of a series ofshort chords) ol'the specified radius. Pipe shall be placed in accordance with the nrulufacturer's 1'CCO111111c11(lations and the details given on the plans. All pipe laying shall begin at the lowest point on the sewer proc,ecd to the higher parts'. TS-4.2.4 loin 'n Pipc jointing shall he as specified in Section 720.3 of"Missouri Standard Specifications 1hr Highway C011SIRIC0011", execpt as 11111ows: (a) Cement oi- tar joints other than "diaper"joints will not be permitted. (b) Pipc joint surfaces shall be clean prior to jointing. •i Care s a be a kcal 1 n t ► • Ilow 11e le 'n ! iate ril 1 or Other do e e•'o !s r a to (� ) 1 . 111 tk 1l ( �l cil �., h 1 ► I l ( Ilc nl to enter the joint during pipe laying or jointing. TS-4.2.5 13ack i l: Following jointing sufficient hedding material shall be placed and compacted along the sides ol'thc I►ipe to hold it securely in f)lilCC dlll'ing (lie back fill operation. See plans Im bedding details. -13- Next, the trench to 12 inches above the top of the pipe shall be backf illed with layers of earef illy compacted select backfill material. This material shall be placed and compacted Silllultaneously on both sides of the pipe. Backfill above this joint shall lie as specified 'rs-2. ' 'I'5-4.2.6 Ljpst 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 rand section. T'5-4.3 .}.u, t ited Me1�tJ_L'ilc tincl f'i12�1�t�li�lorn� 5�wcrs TS-4.3.1 5.:Dj2.Q:This specification covers corrugated metal pipe, pipe arch,and fittings which shall be furnished and installed complete with connecting bands and other necessary appurtenances fair sewers and culverts. Wherever applicable, the term "pipe" shall also include pipe arch. (5-4.3.2 Lau: Where "CMP" is called fc.i or allowed on the plans corrugated s pipe as specified herein may be used. TS-4.3.3 Materbili; TS-4.3.3.1 i t.t �ei1 1'it�c�ncl 1'ip �J1 sh„ill be in necordance with AASHO Designation M36 for riveted pipe and pipe arch. Helically constructed corrugated steel pipe which meets all other criteria of this section may be used provided the corrugations of the ends of the joints of pipe arc made annular for tighter jointing. Unless otherwise specified or shown on plans, gages shall be as follows: ffi I '•V 6” through 24" diameter - 16 ga. 30" through 36" diameter - 14 ga. 42" through 54" diameter - 12 ga. 60" through 72" diameter - 10 ga. .1'_.1.►�1a1S�.�1 18" x I I" through 25" x 10" - 16 ga. 29" x 18" through 36" x 22" - 14 ga. 43" x 27" through 65" x 40" - 12 ga. ' 72" x 44" - 10 ga. 79" x 49" - 10 ga. - 14- C5-4.3,4 "mlllCfll tuill ;r,,Lt(c: Corrugated rllctrrl pipe sllal) he mined and graded in accordance with the requirements flor reinforced concrete pipe. Where plans show grade change between structures or slight alignment change to clear obstructions,deflect pipe rued joints over a distance as required,after joints have been coupled and only to the extent that.joints will not be over-stressed. TS-4.3.5 LAY_iD9_ j)Q': Pipc shall be protected from lateral displacement by means of pipe embedment material installed as provided in the trench backfill specification. No pipe shall be laid in water and no pipe shall be laid in unsuitable weather or trench conditions. When jointed in the trench,the pipe shall 1t►rm a true and smooth line. Pipe shall not be trimmed except 1M closure, and pipe not making a good fit shall be removed. Unless otherwise approved by the Engineer, fire laying of'pipe shall begin at the lowest point and the pipe shall be installed so that the outside laps ofcircumferential joints point upstream and with longitudinal laps on the sides. TS-4.3,(i Coupling PipL.: Pipe ends shall be butted as closely as the corrugations will permit, then jointed with a firmly hotted coul-►ling hand. Draw coupling;hands tight. Merely tightening bolts will not be adequate. Lubricate contact surfaces of coated pipe and bands with fuel oil or similar solvent. Tap the bands with heavy wooden or rubber mallet. Use chain ellnchillg device or special clamping device if required for tight connection on larger pipe. r (Meld coat coupling halts, nuts and rods with hiturllinous material after installation. 1'5-4.3.7 1 .4j�lj�g I jti1 sec ic►ns I'rcparc moist clayey soil bearing shaped to end section and place thereon. ,loin cnd section to pipe with coupling hand. The toe plate shall be set in a trench and backfilled with compacted moist clayey soil or driven to the required elevation. "I'S-4.4 �1 (�rctD_LllL1)m1_11_aYtll�'ttt 'I'S-4.4.1 P aDju L'!'i1I�; Pipe will he lncuscucd per linear loot c►f corn �letcd pipe in 1 ! 1 11 Place. Pa mlcnt will he lnadc at the a.nlit )riCC hid la• linear li►ot l01' the coral ))c eel pipe> 1 I l t lip in ' place. Paynlcnl shall inclucic all costs of furnishing, and installing; pipe including trenching, backfillingol'pipc. ' 1'S-4.4.2 CMP allcf RC I?F.Ild Sections: l ld section will be rlleasured as one unit Well complete in place. Payment will lie made at the ullit price hid lot. each Complete c:ll(I section ill place. Payrllcnt shall include all costs lbt. Furnishing and installing end Section including trenching, backfilling. TS-4.5 1', las is flravilN, sgwcl. '1'5-4,5.1 icr 1: '('Ills S))CC1fICatioll dCSlgllatCS gCl1C1'al 1'CC)llll'Ct11ClltS 101' 1(11yV111V1 C1110t-idc (PVC) Plastic Gravity Sewer Pipe with integral wall hell and spigot .joints for the conveyance of domestic sewage. ,rs-4.5.2 a eriaL: Pipe and fittings shall meet and/or exceed all of the 1'C(lllll'CI11C►1IS of ASTM Specifications 13034. All pipe shall be suitable 101- usC ,.IS a gravity scwcr C(lndllit. PI'(1VISi011S rntlst be made for contraction and expansion at Cash joint with a lubber ring. The hell shall Consist of, an integral wall Section stiflcned with two PVC retainer ring~ which securCly IoCk the Solid Cross Section rubbcl'ring into)position. Standard lengths shall be 20 Icct and 12.5 feet :l: I inch. RubhCrgaskctsshall comply with the))11ySICaI 1'COUil'Ci11CI1tSOfASTM-1)1869,0361, and 0443. Lubricant S11a11 have no deteriorating Clfects oil the gasket or the )ripe materials. I'5-4.5.3 Fitting: All fittings and accessories shall be as rll,lnulilcturcd and furnishc(I by the pipe supplier or approved equal and haVC hell 1111(1/01'Sl)lf!ot C011f1gU1i160115 identical to that ol'the pipe. TS-4.5.4 Elaical and Chemical Rcchuircmcnts: The pipe shall be dcsigncd to pass all test at 73 degrees F (J: 3 (degrees F). TS-4.5.5 N12I Sti I'lile s: Minimum "pipe slil'tness"(1-/y) at 5'%O dellcetion shall he 46 for sires 6 illCh t111'ough 12 inch when tested in accordance with ASTM Designation D2412. Mininlunl "pipe Stiffness" 1101- 4 inch shall be 51. 1?xternal Loading Properties of' Plastic Pipe by Parallel-Plate Loading. TS-4.5.6 at ctlil : There shall be no cvi(Icncc of splitting, cracking or breaking when the pipe is tested as li)llows; Flatten specimen oi'pipe, six inches long bCt1VCC11 p;lrallCI plates ill a suitable press tuntil the distance between the plates is fin'ty perCCnt of the ou(sidC dianl(:ICr ol'the pipe. The rate of loading shall be unifi)rnl and such that the Compression is conlpleted within two to live minutes, -10- TS 41._5.7 h?.C.S►1�_ sl: Pil)c (6" long section) stall) he subjected to illlll<tcl 11'011 11 Irec f:!lling (ill) (20 II) "full A) ill accordance with AS'I'M method D214,14. No shattering or splitting (denting is not a flilurc) Shall be evident. Mlle it the lilllclwing energy is impacted: Nominal size 4" 6" tin 10" 12" I"'l, - I.bs. 150 210 210 220 220 I"S-4.5.5 Aewnc .-Ijum.l i �Tcg : itlter ?O minuics immersion in a scaled containc�r of arlllydrous(99.5riu pure)acetone a I" long sarrlple ring shall show no visible spalIing or cracking (swelling or softening; is not a Illllul•c) whet) ICS1C(i in accordance With AS'TM 2153, TS-4.5.9 S.ILj��s17itntan_i in(_ tiI—Pt,it)c;(4s Nom. Oulsidc Diameter Min. Wall 1,i;L Tolerance '11 41 4.215 10.00() 0. 125 33.5 (i h,27ti 10.011 0,180 35 S SAM) .10.()12 ().240 35 1O 10.5()0 10.020 ().300 35 12 12.50() i 0.024 0.360 3:1 TS-4.5. )0 AIigi Pipe which is a par) 0f the gravity sewer lint shall be aligncd and coast ucted to glades ati shown on tilt flans. 'i'S-4.5. 1 I ('c►l1l�CC i�)itti tt� til,litLllc : Special manhole C'1'I..GS fittings shall he used t0 connect ('VC plpc Hitt 111111111ole Walls. 'I'S-4.6 A135i?i12c:: I'S•4.6. 1 ,Sco )C: This Specification c;0vcrs ARS Composite pipe and fittings which shall be fu1•ilishc,d and installed Complete will) all jointing materials and Other necessary allpul•tClMllCCS fill' scwcrs. TS-4.6.2 Milc•ials: A 13 S C'onlposile Pipe shall he made Irom virgin Acrylonitrilc 131.11adiCnc- Styrcn nlalcrial. This material shall he Type 1, Gradc 1, 'Type 1, Grade 11, Type IV, Grade 1, and ~hall Conform to ASTM Specilicalions 17 ;5-62-"1'. ABS Composite I'ipC shall c onsisl of two conccnlriCtbereto-plastic tuhes intrically braced across the i11MUILIS With NSUlttlnt angular space liIICd to 111'llVide C011til1UOLIS SU111101't bCt\1'ctCll inner and outer 1111)CS. The component between the A13S shall he olTortland C'enlcnt I'carl-litc concrete other inert biller Cxllibitiiig the same degree ot'per(ormanc:c which essentially sills the trUSS .1111WILIS 10 form U Ctlllll)OS11C p111C 10 r11CCt the 1•CClllll'CI11Cl1tS r ol'tllis SpeCllicalloll. -17- Size, physical requirements, life dinlunSionS, the 11101111(1 of test, thC Icng(l), (Ile (CS(ing; prciccduruS lain narking procedures tior this pipe, shall conform with ASTM Specification D-:080-08T, Coupling's shall he of solid Wi l SICCVC Iype f0l'Cllcnlical weld to the truSS pipe. 1'S-4,6.3 11�u�tlltt ;: Pipe, fittings and accessoricS Shall he handled in a rlulriner that will insure their installation in the work in 11 sound Lnldaruag;ed condition. Pipe shall not he (11.0110(!, hLlnlpe(I (►r (h-ug along; the groul(I. Pipe shall not be liked by hooks. `PS-4.6.4 LC,1.!1yg: The illivrior of IIII pipe 111(1 fitting;S Shull he (llorrlugilly CICancd of all foreign shatter before heing, installed ;ill(( shall he kept clean until the work has been acceptc(I. All joint contact SurlilccS shall he kept cie,ul until Ills jointing is unllplctc(I. F'VCI' ' lr'ccuuti011 shall be taken 10 VCVCllt f(� 6 '11 Ill,!(Cl'Irll fr(►111 Cn(el•ill ' the 11 le I l g7 � I f (luring installation. No debris,tools,cluthing;(►r other nutlet ials shall he placed in the pipe. Whenever pipe laying; is Stopped, the upper ClId of'the pipe shall he Closed wiCh an elldboard closely fitting; the end of the pipe and h1lVing, I rlunlbcr of shall holes drilled Hear the center, to prevent the trench from filling;with water and to keep sand and earth out of the Ripe. [5-4.h.S �_lifN: Pipe Shull he protected from lateral displacement by inc.-ins of Class 13 pipe embedment material Installed as provided in the trench backfill specification. No pipe Shall be laid in water rind no Ilipc x11,111 he laid ill LIM.Alitlble. weather or trench conditions. When jointed 111 the trench, the pipe Shull li►rn1 a true an(I Snu►oth line. Pipe Shall not Ile trinlnled except lily cloSUrc, and pipe not slaking i good lit Shall he removed. Unlcss otherwise approved by the I.ngincc►•, the laying, of pipe shall begin at the lowest point and the pipe Shall be illst,llied So that the outSidc hays ol'ci►•cunlfcrcntial joints point upstrc,lnl anti With long,iludinal laps on the Sides. TS-4.6.6 The couplings Shall lie chemically welded Ill 111e plpc with olle CTId, filclory applied. The coupling; Auld pipe cnd to Ile chemically welded in (lie trench Shall he thoroughly cleaned Iltwr it is in the trench mid prime). and cement Shall be applied to hoth the coupling and the end of, the pipe. This Shall be dune in accorda lice with the ulanul1,lcturer's xpccificationS. The pipc Shall he thoroughly Shoved into the Coupling and 11101 101-1101 Wilhin the coupling; one quarter turn to insure Complete contact bCtWeCI1 c0mCIlL pipe and coupling. TS-4.0.7 M_till l.lc.�l�'_C't►.t?ti.(tt►4ti�ttt: Conlicctinn at ►l)l►nh()Ic walls Shall lac made lay"()" t inp,iyhc Coupling's scat in file wall and having a nicuihole walcr stop assembly between the Coupling; and the nllullwic wall. Belween tilt pipe and the coupling xhall be an seal. i'S-4.6.S tit�,i ttrc ►_?i�ti(;il��l Pulywmw TS-4.0.7.1 L�L3 end I' altit(CSi►�11vit� � 4r_�?jhc: Pipe will he measured per linear lar,t of' completed pipe in place. i'ayment will he made at the unit price hid per linear fimt firr the completed pipc in place. Payment shall inclUdC all casts 01' fiu•niS]Iiilg :111d installing pipe inclucfilig trcnching, and hackfilling ol'i)ipc. I'S-5 iAI_t�11.1\l1(;l_, Al'IZl1 "1'llltl ; TS-5.1 scc)pc o1_Wc,y:I:: Tile work shall consist of lilrnislling all labor, materials, and equipment necessary to perfOi•tli all operations in connection with the construCtion of junction boxes, mitts Mull Caltch baSi11S rcquirul fire•tile pre.ject in accordance Nvilh the specification. alit( drawings. Itcnis II(1{ sl)CC1fICally Ii1er111U11Cd, but 11CCCStia1'y ti)r completion of the work shall he considered as incidental to Otiler items in the contract. i'S-5.2 M Lit crials: 1. Concrete shall he Class "13" Portland Cement Concrete in accordance with the rc(luiremerlts of Section '1•S-O 01•11lese speCifications. 2. Reinfbrcingstecl shall consist of'deformcd bars ol'gradc 4t)steel conlorming to the reyuircnlcnts ofA5'I'hl designalion M 15 or ofwire fabric(conforming to ASTM designation A)85. 3. xpa11sion.loint Fillers shallhe of(inon-cxtrdin�typCConlirnlint;toAS` M designation 1)1751 Mid CUt 10 the (.1111 nylons Shawn on the p1anS. i'5-5.3 I attliwork:'i'll isseclion shall Coverall ncccssary excavation and backfill re(luircd lint' conMlruction oi'tltc various struetin•es. All appliuihlc portions oi'Section't'S-2 shall apply to this work. Particular caa•e shall he taken to Ilrotcct cxislini Underground iltilities and surface improvements. Excavations 1i)1- structures in improved areas shall bc held to the smallest practical diiliensions. No increase in payllicnt 161.street or lawn repair will be nui(Ic to allow firr areas disturhed by such excavations. Stl•11C1111•CS shall he 161.11"Ided on undisturbed ' sclbsoil, i f SUbSOil IS;101 (11'11'1, over-cxcavaltc and rcplacc with graululan fill as re(luil'cd. Section TS-2.2 shall apply lirr subgracic stahiliiation under structures. I lack IIII recluirenlenIs f'OrcacII (IraIIla pc SIrucItar will he t I I c same a ) ihat (,I 11ic pipe I() whic'h it is c(01111a:1ed. II* Inc,rc 111011 OHC pipe is c0111IeTIcd 10 Ihc -,Irucaurc, the higher hacklill requirement shall appl. . Rackfill under curb transitions shall be lu 05"1, t,f•Stmidard 'N'laxirllu11l fkllsit\�. iAll excavations shall he kept (IraiIIcd unlit the Slruc III rc is cclllslrucacci -'IiId INICH'iIIed. 1'5-5.-1 .:!1.1 U_uoi.,t1.-W,tl1c,cl.ti: TS-5.4.1 { clrti> : 1•'()rnls shall he (01'wO()d, plywO d, (01- silly (,Ihcr Suitable material, dcsigncd. constructed, braced and nlairltained S(, ihal the finished C(1rn:retc "vill be true tO line and clevatiml and will cc,nliwill It, the required dim;:r►siuns. They Shull be designed 10 withstand the pressure (11'tile r,Orlcretc, the 0,16d (11'vibrati(,n as tile concrete is placed and all other loadk i11cidCIII 1.l to the eO11SLruetioll npel•atiOns without distol•tic111 Or displacemlcmt. '1'hcy shall be mlOrtar Ilp'lll. ()ilimt, 1110th illSidC aril OLItSidc Sul•l;tccS Will be recluirccl t(0 pr'ekCHI shrimk;ll',c. Or swcllinl,. Dorms shall he col►Slructed olld dcSis-mcd so Ihu1 (hcil rc111uval can he cH'L%:- ccl without injury Io the co11eru(c arld s(, did! portions where su1-filcc Imishing is rccluil•Cd may he I'elllM'Cd W0110111 diSflll'hlll� i(WIDS Ihat ;II'(`10 IT111,llll. Dirl, CIIII's, Si►wdust. Imils and other 1O1'elgn lll"ltter shall he renlm;cd belowk., any concede is dv'pusile(I therein. Tic rods, belts soul sun:honlgc�; wilhin file li,rnl." s11;111 be C.()list ruelcd So as 10 permit their removal 10 a dcptII ()I'a1 1CaSt i ' : illLAWS li•O11i the lilel: without ill jul;v fO the conct•e1e. in case wire iICS were uSed, 1.111(,11 removal c,l'tl►c 1i01111s, all projecting wire shall be Cut back at (cast ' : inch I'rolm 1'acc of all surfilccs that will he cxp()SCCI I() view after ti0e willplclion ul'lhc wm-k and IiuSIl with the Dace (,1 Ill cu11crcic surfilCCS that will not he cxposcd it) view. All lillilhi', 1„1- 111001 tic-, S11.111 be of•such design that. 1.111011 !heir rcnu,val, IIiC cm'IlicS \�hicll ;11-(• iCII Will be Ofthe slllallctit practical SiZc. I'5-5.4.2 J_Il1Kt 11114 c)4.Illet I'ip�: Pipe Or file placed in 1110 COMAVIC I„1 inlet Or Outlet c:Otlnc-ctiu11s shall exlcmd lluoul!.h the CMICIele walls bCVMId Ills• OIIISidc SIJIA l TS (+I'thc walls a Sufli(:icmt diSlancc IO allOw 1101-c0111 cr1 it111s f IC pipe Or Iilc Shall he phlCod Ilu'OUgh the 1i01-mis aid poured ill place•, 'file ends 0f'Iht• pipe S11a11 be Ilusll W1111 IIW 111 idc Willi (01 the Slrudtlrc. I'S-5.-1. Reit11,61-:_elllclit: R6111'01(•illt- b;►r>; NIM11 b(• '1L'CIlrslt('IV placed uS shown (ln the plans and Sh;dl be 1ir1111v ;Intl "L.ctsl(•Iv held ill po:;ilion in accOlcllulcu with C'(►mcrcic Kcinlo)riut; SI(TI lmslilmlc -Rc(.OI111Itcl1ded Prac•lice li,r Placing Reinl'Orcing liars" ;old hN uSintr wila(•ie u1- 111c►al chairs. Spacers. rneaal �t I, barges, supporting wires ►aid Other 111)I•► OMI dCVICCS of suf'IlCicnt strength to WSW cruslli►lg un(!Ct• lull lc►ud. Mclal chairs, which extent] to the surflace of the concrete {except where shows) on idle plans) and wooden supports, shall not be used. Placing bars in layers of Iresh concrete as the work progresses and mljusting hors during; the placing 01'C(►ncr•cle will not he permitted. Before placing in the I61•nls,all rcinfOrcing steel shall bC CICarle(I thoroughly ol'mortar,oil,dirt, loose trill scale, I(.)(►sc or thick rust, and coatings ol'any character that would destroy or re(I(ICC the honl. No concrete shall lie deposited until rile placing ol'the reinforcing steel has been inspccled and appnwcd. �. pfio, Splices ol'hars shall be rlulde only where shown on the plans or as approvcd by the I?ngirle(:r. Where bars are spliced, they shall be lapped at least 30 diametcrs, unless otherwise shown (ill the plans. Splicing shall he aceornplishcl by placing the bars in contact with each other and wiring them together. Welding of reildorcing steel or cutting with a cutting larch will not be I)CrullltIC(l 1,II11CSS Sl)CCiI"1ClIIY uutburi•r,Cd by the F"llgillm'. 3. roil hooks in hors shall be made in the manner prescribed in tilt "Manual ol' Standard Practice" 01 the American Concrete hlstitutC. Bars shall n(lt lic bent or straighic;ncd in a mariner which will injure the material. Bars with kinks or unspecified hends shall not he used. -t. W4_��Ic�i.� !�t� f?(Ih�'ics. welded wire filhric shall be Spliced not less than two meshes. It shall be litied carefully into its specified position afier the coner•cle is I)IdCCd hill dill I)1►lslic. 'I'S-5.4.4 IeA: C'uncrcl( eons ruction shall he in accordance with Scction'I'S-7. Concrete shall he Conveyed, dcposilcd, and corlsolidate'd by any method which will prcClucdc the segregation or loss ol'ingredients. Chiltes used in conveying ronc•Cte shall he sloped to permit concrete Of the consistency rcc11.111-Cd to Ilow without SCgrcg;ltiorl. WIICI'C neccssury to prCVent sCt,'I':galion, chutes shall be provided with hal'lle hoards ol•a reversed section at rile cutlet. Where a sequence Il►r placing concrete is shuwn on the plans, no deviation will be permitted unless approved ill writing by the I: Where c•Oncrcle is 10 he dclur4ile(1 ,I IirlsI h;IF(ICIICd 0111CRIC ;II hurir.u111,1l cunstructiun juillls, placing Shall bcl;ill by cunvcying 11 grout mixlurc through the 1lillc•illr systclll and e(Illil)nlcpt. 111(1 dcl1OSitinl2 the mixture On the.juillt. The gl-olll mixture ~hall cunsisl OCa 111udiII cat iOn 0I'l110 COI1C1•ClC specified to rCdLICC the(IL1a111ity 0(•cu,1rsc a};t,regatc ill IIic nlix lar-cr 111,111 pea-}.ravel sire t')one-hat l•tIle (luantity specihcd. TO avoid Segregation, concrete shall he (Icpusite(I as 11,,11• to its 11111,11 11OSiti(ltl as is ' practicahlC. 'I'hc tlsu (rl•vihr•atm-S lily extensive shilling oC111e mass oCconcrctc will not lie permitted. C'oncrcic that has partial ly h,u dcncd Or is cunlalnillated by fi)rc:ign materials Shall n()t he depusifcd ill the structure. ('nncrclC shall he placeO in huriiuntal faye►s insul}1r as practical. PhICing shall start al the lmv puiot and procced u11t;radc unless Otherwise. permitted by tilt C.n�inccr. ('uncrcic ~hall he J)hCCd ill a continuous 011CI'ltiull hclwcen cOnstructiun,j()ints and Shall he terminated Mill square ends apd level tops unless ulherwise shown on the ® plans. Cmicrcic shall nut be lCrrnitled Iu 1:111 lll((rc• than six Iccl willionll Ills use Of•pipcx or 1 trelllics. Pines (II. tf•c'1111Cx Shall hC at IC,ISt six illellCS in dia1110er, Or the equivalent ecr()ss Secti((nal arc,l lilt rectan��,ular SCC60 11S. CMICI-etc x11,111 1101 he placed in hnriiOnt,ll nlenlbers ur scctiOps Lnitil the curlc:rete in the st11111cn•tiltg Vertical 111c111flcl•s or sections bus been col suli(iIIC(I and a 2-h0LIl-periOd has daps,( to permit shriIIk lgc to occur. C MIC1•ClCshall he 1110ruughly Vibrated in a manner 111,11 will encase the rcipltwCelllent and inserts, fill the li)rnls, ,(ncl 111'O(lucc ,l Soda,, (WCVCn lexturC Crcc oh-ock pockets Mid excessive voids. ' StrllCtlll'al COncrcic, ,x(.,111 ship, ) avin(i slCeper 111,11) 011c ( I ) inch ))Cl kwt, such as Spillway 1111-mis and ch,11111cl 1111111g, and Cuncrctc placed under water, shall he ' cOnsolidalcd by nlc,llls(,Chigl) vihraturs Ora type,sire,111(1 llLlnlhcl- approved by the 1.I1�1,ilil.'(1'. '1.11, 10C,11k)Ill l)l,lllller alld duralloll Ot the application of the VihralOrs shall he s lch as lu scour(. lo,IxinlLllrl eunsOlidaliun ul• the concrete \VltlIOLlt SC11,11•,ltl(11l UI IhC !11(11"tar and c(411•SC af!} 1C4!alC', and witilmit Causing wider hl• eenletll p,lste IO Ilush lu the Surface. Inlcr11,11 vibrators shall nut he held agoinst the (;)ruts Or I•L.inli)rrinlc stccl. The I1u11111e►• (d vibr,llurS c►p I)loved shall he SLIAIL-iepl 1() cunsc,II&IIc the concrete within 15 minutes alter it has been depOsiled in the (i)rms. At least two vihralors in good Operating:cml(11111)11 shall be availahlc at t11c silt Ot'111C xtrueturc In which more than 2� ctlhIc yards ()I COIlcl.cic is 1() he placed. I'5-5.4,5 Iqjal.;;: The work sh,111 be so pro wcutcd Ihu( construction joints will oCCUr designated p1, ccs Shown on the plans unless ot11crwise athoriZed at by the I llgilleCI•. "bile Contractor shall Construct, in one l•l►Iltlnlll►lIS CnncrclC plaCing, operation, ,Ill work Comprised hetwu�cn Such joints. Joints sh,.l(I be kept moist until adjacent concrete is placed. All cons(I ucfion.j ints having;a keyed,sfeppui,of rullt;hencd sal lace shall he cicanccf prior to plaecnlcllt of'tile ad ICCn( Concrete as directed by the Engineer. I?xpansion and contraction joints in ConerCIC struclurCS shall hC 161.111C(1 whcrC s11(►wn un the plans. No reinforcement shall he exicn(Icd through tl►c.joints, except where specilically noted or (ICluile(l on the plans. No direct payment will be made It01. 1,1,11-nishing, and placing asphaltic paint, prc- molded asphaltic filler,or other types of joint separ,ltors. The cost therefi)re shall he II1CIUdCd Ill file j)1•ICC bid 161. 111e item (l'work (d,which they are a part. I'5-5,4.O ( �J_41 _Wc,ltli�t�ltcdti_jt�(�i�t_ilti: \\'h► ncvCr the tcnlpCratln•C ol' tllC sw•roun(linb air is below CIO" F, or when file possibility exists that file ICnlpCratur•C Will tall below 40° F, within the 24 hour period 111Cr concrele operaliorls, concrete placed in the 161-ills Shall have a terllperaturc of belween 80" I: and I()()" F. All concrete shall be maintained at a telllpelillltl•C(11'1101 less 111,111 .50" 1• l(0I•at least 72 h011l•S 01- IoI-,IS It1UCh tin1C as is ticccss,u•y to illSUrC prol)cr curia:;of the conel-cle. Tile housing;, C()vcl.ill ;, or other protccfion used in connection with curing;shall remain in place and intact at Icast 24 hours afier the artificir.11 I►Callllg is diSCOntinue(I. No dependence cdlall he placed oil salt or other chemicals li►r the prevention of Freezing. Contractor will be held responsible fi►r ant' to ConCIVIC a, a rCSUII ol'cold weatilff operations. I'S-5.4.7 Eltisil: fillet tops shall have light hr0011-1 finish. ('urh transitions shall have broom finish. Contraction joints shall hC cut where shown. ('ut ouch I ! incites deep and finish with joint tool. '1'5-5.4.8 111J.tti: hlVCI'1S shall he C,11-0111ly Construciccl 10 muinluin file pro)cr vcloc hies I I through 111e Stl•uclurC, and in no ► ISC Shall the ill\'Ct•t SCCtio►ls t11r011g ll the StruCture he i;reatCI-than 111,11 01'111e outgoing., pipe. The Shal►C of-the invCl'I Sha11 (;0111101.111 exactly to the lower hall'of the pipe it ConnCCIS. t 1SC hall'Cil'CIC M11111ute to check invert ShapC ,111(1 Sir,c while building,. (irade on 111e invert ShAll he Such that nu water pockets are Iowmcd. Side hrulchcr; shall be ConnCCled Wit11 as 1a1-g;C radiUS of cul•vc as practicable, IllvCrlS s11,1II he ConstruclC(I of coliCIVIC C011101.1111114; to the rc(luircrllCII(S o1'SCCtion 'I'S-(►. -23- Concr•Cle filling, between file sewer invert .Illd walls c)I'struclln'C shall he flush with file lull edges of Iho invert and SIMI) sloJ)C uJ) li'ulll IhC invert al the rate oft tree (3) inches per fi)ol. Inverts shall he troweled smooth Mitt clean. WIICIV water J)rohletrts rc;(luire, use quick setting, cement 10 alit ill Construction ofsrtlooth inverts. 1'S-5.4.(J tiLQJI�5: When shown on the plans, shall he solidly grouted in place with full mortal. encasement. I'S-5.5 f' cells( t' ► lcrc c. InlCfti: I . Precast concrete inlets shall he r_oilsI1.11cled in all respects in accordance with the Plalls and Specifications Cxcept as provided io file lollowlllg items of'this subpar'Igraph. 2. All applicable requirements of ASTN/l ('-478 shall apply to the nlanufilcltlrc of precast concrete inle(s. ;. file Inarlufilcturcr of precast Collacte inlets shall suhlllil detailed drawings and specifications 101. the construction of the hasic J)rCCISI units and appurtenances to the f;na,inCCr uncf OWnel' for prior opproval. n shoo)drawing I61• each inlet showing dimension';, Cievations 'Intl openings, shall be tillhlllltle(I to (IIC 1?ng iuew and (.hancr life approval 1)1'rt)1' to Illilllllfllellll'lI1J.'01' the U1111S. 4. Mere d►vl(1►n), walls arc used or Where lnulllplc prCCast units arc used, the total net length o1'oJ)cnitlg shall e(Jual the ICrl!IIIh ol'inlet SI)eciticd on file project plans. Intermediate \\'Ill oJ)cnirlgs shall be fal'�.�C CHOLIgh SO is not to cause Ily(Iracllic head loss. location and number of rllanh( fe openings, as well Its openings ill walls shall he as required to promote easy access to all par'ls oflhC irllCt, suI)icCt to the Filgirlcer's al)l)0V ll. 5. 'file walls of'the cntirC slrue:ture shall he sct ill 1)lace on concrete hlocks prior to pouring Concrete base sfah. The base shlh shall be reinforced in accordance with the 1)1-0 jccl pl'Irls, and the bottom ()I'[lie base slab shall heat least the dist;►ncC hclow bottom of•J)I'MISI Walls that is shown Oil the proiccl plans. The Cntirc llasc slab shall he poured monolithic and shall he brought (1J) to a level ofat Fast six ((t) illdles ahoy(.• hottom or precast walls. r0, MastiC J)il)e joint ConlJxtund sh;lll he usC(I in 1101-iAllit,11 joints and where walls of Inultiple swchollti 1o111, ill ordel' to 161.111 a I'casollahle watertight structure. 7. Where top slabs of 111111tiplc Sections join, the ,joint Shall be scltled with l iulcral Flcctric single conlpollent Silicone, I,ray color,strictly in accordance with the mantdilcturcr's rcc!omnlcndatioils. 8. Top slabs cast separately from inlet walls shall be anchored against lateral Illovcnlent with respect to walls by a steel dowel In each corner ext.ending ('11'0111 the walls thl'ough 1101CS ill the slabs. The top slabs shall be Set accurately to line, grade and Slope and grouted securely in place. 'I'S-5.6 ul o k : I'S-5A l M 1141�i 1 : Precast C'oncrcte Manhole Rings. AS'1'Ivl Designation C-478, except as indicated below: (1) 511 11..;1' liIJL-11 ti: Inside Diameter Shell ul110 i=hickr�c S 5' - 0" 6" 6' - 011 711 (2) 'rec sl r jat jjol)ti. Designed to withstand 1.1-20 Nvhccl load plus 30% impact, AAS!ITO "Standard Specification flor Highway Bridges". (3) Conicirl 'l_c►ps. Eccentric cone preferred. (4) fvl;ttlliolc Stu�iS. When shown on plans, shall be solidly cast in place or set with cxpunding grout. (5) SIliplll�lll to job not ailowcd until units have CLII'Cd Sufficiently to prevent cfanrlge in handling. (6) n.pproval. Submit all details Io L;ngincer and Owner fir approval pr101• to 1r1a11ll1aCtlll'Cr. TS-5.6.2 S-QW13 (Zings play bC Set cithcr On a prcviuusl y poured, properly cured base slab or play he blocked in place with Solid concrete blocks while the base slab iS poured arounc.l tilt; first ring. Icings Shall be set with the hells up. Dotter both bell alld spigot ends with pre-rllixcd SewCr j0iIlt Mask COMI)011nd, as approved by the higinCCI', and set the next section in place. Wipe .joint smooth oil the inside and fill all joints inside and out. -�5� - Wales-til,Ilt joints will he reduirecl, Where pl•censt rllarlholes are constructed Ill existing or proposed streets, 3 caul:Scs of brick shall he placed between the precast cone and the casting. I'S-6 CQN_U-1331: ■ 'IS-6.1 Qv e : ■ 'I'S-6.1.1 J se, ?1ic►1t-s�J i�h._1ticlticL�d: All concrcte required cal tile. project except precast material. 'TS-6.1 .7 Qw lily C�mtml: I'S-6,1.2.1 St4><�� isic►� I , PI'0Vlde 11111 tithe Superintendcnt on tile, project who is qualified and cxperic,lcc(l in concrcte Construction. Superintendent shall direct all work in COIIIIcction will) concrCtC C(►I►SIRICtloll. 2. I:inishers ~11,111 he .joul•ncynlcn concrCte firlishcrs experienced in concrete finish work. TS-6.1.2.2 &1h to S: C:'onlraclor• shall suhnlil rlanlc and location of trallsit llllx company for approval along with Complete data on gradation and clurabihty of aggI' gate, mix, additives and cement. TS-6.1.3 'ro Ll4t 1-111 ling: 'I'S-6.1.3.1 '"rat lsjLL x: Concrete shall he handled and preserved in its "hatched" proportion d111•illg traIlSlortatioIl. il'lixing time shnli not c.\cced =45 minutes and excess water shall not he added, Concrete improperly cared (or or in tile,, truck longer than 45 nlinutcs shall he disposed of'away 1ronl the pre►jcct, 'I'S-6,l.3.2 Def';chyL(�C'orle:i_cL: Damaged ordeiectivc concrcte shall he repaired orrcrnoved and rcplaccd irluticdiatcly as clircctCd by the I llginCer. 'I'S-6.2 MAd.&e iLtLs: TS-6.2.1 —0-wuLtl. I, All concrete used in the project shall llc Iurnishcd by a rCilul,►hIc permanent concrete plant Using transit mix (nicks. The plant shall be located within a Wasollable distance from tile prolecl till travel time is 30 Illilllk"S or less. 0 SullllliCI' Shall havC aciccluatC bins (flat wciL,ll nlatcritll by approved scale system. The supplier Shall have an adCCltlatC I1t1I11bCI• of 111(ldcril Irucks to insul•C delivery 01'Concrcte as I•CClllircd I'M plllcllib SCI1CCILIIc. Supplicl• shall be Suhject lei approval of'the hnbincer. 2. The contractor shall use \vhutcvel• means necessary to insur•c corlcrcte delivered to the, project is properly hatched with approved kinds and quantities ol•nlatcrials. 3. A copy of the delivery ticket for each load of concrctc shall be provided the inspector as each truck is unloaded. Delivery ticket shall include the following illlorlilatioll: (1) Name of concrete company (2) Scrial nun►her of ticket (3) Date (4) Number of truck (5) Nanic and location ol•joh (b) Identification ol,concretc nlix delivered (7) VOILMIC of concrctc ill truck (S) Time concrctc was loaded (9) Amount of\vatcr added at plant TS-6.2.2 Cement:lent: All cement shall he Type I Portland Cement confilrnling to ASTM C.-150. All concrete 1br curh and gutter anci concrctc paveillcnt ,>hall contain not less than 6.5 sacks cement per cubic yard, All other concrete shall contain not less than 5.8 sacks cement pet, cubic yard. iTS-11.2.3 Fine A g grc at-q: line aggrogate shall consist ofnatural sand conforming to ASTM C-33. Sand shall be well graded, washed, clean sand from the Missouri River Class 1 or Cclual and shall conl01*111 to the fi�llo\vlrlg sieve analysis: Sieve Six e I' t.��)t I';tit sire 3/8 inch 100 No. 4 05-100 No. 20 40-75 No. 50 5-30 No. 100 t1-10 The sand shall not have Illore than 35 1,o retained between any two consecutive sieve SizeS. I IMICSS 1110e111111S Shall not he less than 2.5 nor more Iran 3.1 . The altu►u111 01' (ICIOCriouS Suhsl.ulccs ill litre aggrcgalc, each determilled oil indepcn(1cn1 samples cons}llyinp, with the 1,raclinl; requircmcnts of Divisic►n 3, shall not exceed the fi►Ilowing limits; 'fable 1. limits I'm- Deleterious SIIbSta11CC5 in I'mc; Aggregate lilt' Concrete: Maximum }lcrcent by I � LO I c►IT c► l _Sai l Clay Lllll1}1S 0.25 Material Finer than Nu. 200 Sieve 2.00 Coal Lignite 0?5 Sticks, Leaves & Other Deleleriolls Material 0.25 line aggregate shall be I'I'CC ol'injuriolls amounts of'urgallic inl}ltu'itieS. FACC}lt aS herein llroviciccl, aggregates subjected to AS'I'M test No. C40-56T fm- organic illl}lurilieS 111(1 l)ro(lUCing a color darker than the standard shall be rcjectcd. l isle aggregate Shall be Ice of'nlalcrial that could rl:act harmful) with alkalies in the Y cement. II'SUC11 nlutcriIIS arc Ilrescnt in in,juriolls amounts, the fine aggregate shall be rcicctcd, or shall he used With ((meal containing less than 0.6 percent alkali calculated as sodium oxide or with the addition of'a material that has been shown to inhibit Undlle cx}rutsion clue to the alkali-agru,cgalc reaction. I xcept as provided above, fine aggregate Suhjccfcd to live cycles ol'the soundness test (ASTN C88-599), shall show a loss, weighlul in accordance with the grading ol, a sa111}1lc complying with file limitations set liu'th above, not greater than 1 Ql%, when Sodium Sullilte is used or 15%o when magnesium is Used. r 'TS-6.2A Course At 1:gg itc: C oLII'SC' aggregate shall bC crUShcd lilllCSt(►I1C }lrodUCCd from the Callaway Iornlation or(dual having all estllllaled hiSIM-VOl ,SOL111d 111111Crlill and Shill) he approved by file Eliginccr. 1'lll'lliSll SltlllldIICSS lest rc;cults loo' ah})roval o1'SOUrce. Coarse aggregate SourcC shall not contain cherl deposits. Gradation Sicve Sin I'cl-C lit )&1SiiiI; 1 "!' inch 1 t1O I inch ()5-100 ! inch 25-00 No. 4 (►-� No. 10 0-3 SatiSl'tctor.y cxpericnc:c recor(1 Shown fOl'durability, other wise pass Soun(hlcss lest AS'1'M C."88-5 Cyc1cS uSillj,ntrtfY'nesi till I self lte without splitting or losing»lure than 15°O weight. Contractor Shall arrange and hay for testing it'adequatc history is not available. 'I'S-6.2.5 Wtl cr: Water for mixing and curing concrete shall be clean, and Free from injurious amount:;ofsewage, oil, acid, alkali, salt or organic matter. Chily potable water shall he used. TS-6.2.6 Con ret( Mj,\.: All concrete tier the project shall collfol-Ill to (he design mix listed ill the table below. 'Flic concrete mix sllull include air entrainment not to exceed 7 percent air: Maximum aggregate size I ill(:]) Maxinlurll walcr 250 lb/cy W/C weivht ratio (rllax.) 0.450 eCement -6.5 sacks per cubic yard for cur) k' gL]ttcr an(I pavement -5.8 Slicks per cubic yard liar all others The Contractor shall Iurilish laboratory design mix fOr the a/11rUVed materials. W,.11el' reducing and air entraining agents Shall be subject to I"'ngnlecr'S approval. -I'S-6.3 ( ►lltitruc_tio�n R4�Iui1-cMe its: 'I'S-6.3.1 1?rchara a io l: TS-6.3.1.1 General: I. Clcan all f,lrnls and corrccl all find grade danla �c. 6 !� 2. Wet clown all subgrades. 3. Verily all lICCdCd ccluipnlCnt for placing CO11cf-ClC is(ill hand: Vibrators, crarlc or pump, trenlies, Ilunlcs, f finishing C(.)uiprllcnt. 'I. All keyways are to be in place. 5. Dry up excavation il'ally water is Ilrescnt. 6. Have Cold weather ccluipnlcrlt on hand if applicable. 7. Notify l,nglneer at least 24 hours in advance of placing concrete. _2c�_ F FS-6.3.2 lICIclIm_U>ti�t�(;tc: 'I'S-6 6.3.2.I U4t7 kL'tt_: I. All concrete shall he placed in a nlannCr•and with adccluatC C(Iuiprttent WhiCh Shall be subject to the liar 1)1ltcing concretC Shall include f1(1111M trCMICS, Cranes Or CUnCI-CtC I)llllll)S fm.plaeillg Concrete: hand tool and finishing equil)MCrlt fol' manipulation as l)CCdCd. I Concrete shall he placed in a Iogicul SC(IucnCC 111,11 Will permit ellicient operation, but Shall provik stRIClul•al continuity and strength I'c(Iuircd. ' Placing scclIlCllcc shall be subject to gcnCral appl'oval by the linginecr. 3, I°lullles Shall not he used -,It slopes (latter than 45 dcgrees. Concretepumping C(IuiprllCnt shall he(ICSWiled lilt•tits ptll•l)osc - shall hC Subject to approval by the 11,11gincer. 4. Suhgrlt(IC SI)1111 have I)CCll fine graded and moistened prior to placing concrete, forms and keyways shall he Carefully Cleaned prior to phacing Concrete. Concrete shall be place(( in locations not to exceed 12 IM apart. Placing shall hC 1i Continuous operation using a heavy duty vibrator, 5, 'fr•Cillics t•Cquirc(l for depth greuler than O 16ot. ti, In case of pending incicnlcrtl wealher, prepare temporary cover's to protect freshly placed and finishc(1 surfaces f►•orn surlitcc. damage. Protect I61. 12 hours. 7. C?rnbedded screeds tllay be used t1111CSS OtIM-WISC CaIIC(I 101'. Screeds Shall be ICCUratCly set and IlCld in place by solid steel rods with !Mechanical Clamps lbr attaching screed. Wood ScrCC(1 Supports s111111 not be used. Screeds must he removed and voids filled while Concrete is plastic. S. RC(IuCC coarSC 1s4grcg01(2 in filsl lift al)(wC Cold Construction joint. O, Kee) wolkin� 11ICC Of CUI1CIUC ` all�'c" 111(1 )1,lStiC, I !. I I i). Avoid other vibrating, 11 . Do not U•ansporl concrete in 1i)1.111 with vibrator. 12. Place concrete unif01-1111y nt Spacing not to exceed 10 feet. ® -30- f'S-6.3.2.2 Slu111.12: hold s41111I1 as IMV as Iulssil(lc to allow pr(gwr placement of concrete. maxi Iu Lill I slun)p fi►r curb, curb and },idler, anti concrete pavcn lei lt shall he ; inches. All other concrete shrill have a 1 inch nlaxinitnll slum!!. TS-63.23 Ct)l I_��!cntlt�:l�(Zt_rltiii�t I . D(I Hilt place Concrete ml ic.c kil• frui.crl suhgrade. 2. Do not place concrctc at telliperaturc helm, 20" U unless covcrcd 1111d lhcatal. 3. When terllhclature is or is filrccast heloW 4101", the following arc required: I. Heat Writer - 150" I' maximum h. Heat r.t41,greimte to bust flee Ieinpaature. C. '1'er11llcl•aturc 01'cuncrctc regulated IO the lilllccwing schedule: �1���h�,i1_!►c!•�itcii_� �_'��!>c;i•�lc �l_GI_it.hcsr;,�ttlrc; 30 to 40 70 to 80 20 1(1 30 80 lo 100 d. ('m cr, protect, and heat t(i 70" 1' rUr Ieniperatures When heated COIXI•cic is rc(Iuil-W. C. Preserve allll nmintain moist ist curillt:', ec)lldlll(�I1s When heating, f Admixtut'us I01' ee+Id WC Ilhc r purposes arc II(A approved. TS-6.3.2.4 1-sll V1!crAd is f. ('onrrutc cxhosccl to direct tc(:alhcrshall nut he hlac:ed lit tcmhcratut•cs above I00" 1•. 2. Owcr, hmtect anti cool wm-k ns required to maintain concrete hcluW 100' F, TS-6.3.3 L.itai U.i�t ;_S (!IL�lslk TS l 1 I. nil slah�., \\•,I lks and (leeks shall hu slo ped Ill iliwnlIN'to (Irain to I Ill ish trade, and must drain Coll ll•lletcly. -31- 2. finish shall be of' specified texture and tnliiin-Ill in Color and alllwaralice. Approval of finish is rcxluil-Cd oil litst CotlCIVIC placed. 3. All voids in slabs and horironlal surlilCCS arC to bC filled during linishillg opc'ation. \/diets ill Iltt•I11S su1-luces arC to he repaired illimediately at the time 161-111s al-C removed. 4, Avoid over-finishing, late finishing, re-watering, and C►ther techniques that 1111ty etitlse"(:{.azilly;". S. I'rovidC I(ICquaIC manpower and Cquipnlcrlt for finishing pricer to placing 6. Initiate Curing process as soon tls SUIT HOC sirens th will permit. '1S-6.3.3.2 Fo �ticl 1. Remove li►rnls as soon as curing and strength development permits, 2. Remove the Cone:; wFlerc applicable and fill with sand cement grout. 3. Break tilt al "Is" �1-ind as rl'C cued fi►i• tnlil01-111 a 11CFII-,IIICC. { f . � ( { I 4. Grind all 611-111 ,o H,-scC, where concrete will be visible afler construction is complete. S. Chisel all loosc material in "honeycomb" areas until only solid concrete exists. Fill voice with grout. Curc 5 days, r1'5-6.3.3.3 I'�tviLVnt: All concrete shall be finished monolilhically. No "topping„ or "plastering". SidCwalks and Curb 1111d Sutler shall rCCeive a lit;ill broom f►ilish. Sec SeetiolI TS-8 lilr finish of Concrete street pavement. -I'S-6.3.3.4. All keyed and other COINrtictirnl o all bC ConstruCted as Shown on the plans. Kcyway required unless otherwise shown. 'I'S-6.4 ( r1-iil ' I'S-6,4,1 Ci�le'41I: I. All concrete is to bc cured a miilinluru of days aCler placing and finishing or 5 &lys after repairing;. i2- 2. Protect all collercle surfiaces from damage (urine mid afler curing period. TS-6,4.2 1_ rl1 111Cr1 Aut Rme,�: 1 , Forms are adcquale if'1011 in place 5 (lays. 2. Cover tot) with 6 Ind Polyethylene shed. ' 3. If' fiornls are removed to "Stolle" finish or repair Concrete, Covel• with polyethylene sheets. Anchor in Mace. TS-6.4.3 1Y 1�,��Ciu!? 1c1 1141:, 11�S .4th 411x.4111: 1 . Spray liquid membrane (ASTM - "Standard S1)ccifications 161• Liquid Membrane- Forming;("onll)ounds fi r Curing COl)CI'CIC", Designation C-309, C1.11-1-CM edition). 2. Follow nlan1l11lc1Lll'C 's directions fill Sl)raycd liquid lrlenlbrane. 3. Protect surface from damage. 'I'S-6.5 D •1c( iv Wc)l•k: rI-S-6.5.1 Og aril : I. Dciectivc concrete work shall be removed and rel)laccd ullmcdlately. 2. Work built outside tolCra11CC5 shall he ConsidCrcd defective. 3. C(111C1'C1e of•illadc(luatc slrcnPlh or having,surfaCC COl1ditiOl1S lndlCiltlrlg 1)001• durability such as crazing, Severe. "mall Cracking" crumbling, 01- AM- evidence shall be considered defective, 4. Engineer hull be notified illlmcdi,11CIy when such conditions beC(1111e apparent. TS-6.5.2 Rcl)2dulu.,: 1 . Rcl)uu'inl, of minor Iacdls such as small "honcycollib" areas and voids may be patched. Repairs shall he made as described in TS-6.3.3. ' above. 2. Cure hatched areas 5 (lays. -33- I'S-(+.() It!tt1l�i I. Joints shall he cortstructed as shown on the plans. Unless Shown on the plans, joints Shall not ho: conStrueted unless ahl+rovcd by the Fllpineer. \V11cre water slop is slicciIled ill jc+int. water Slolt Shall he Sccurcly fixed in Marc Io l+rcvc,nt voids or"li�ldovcr"ol'watct Stol+. Vihrat4.;.trc+uttcl water stole to insure watertight ,cal with no voids. ?. All eonslruelion,jointS shall he made with canted 2x4 it lead '? '/. inches from wall titer. All cc+nSUucliun joinl contact surfitcc'S shall he finished with wood float finish. 3. All horizontal c.'onstruction joints shall incorporate Zvi in keyway, finish Surlitce of joints with wood float. ® 4. Contraction joints S11a11 he sawed to a depth equal to olic-qu u•tcr of' the ■� thickness of the conc'rele. t lrtfess othClAViSC indicated on the hlanS, volitraction joints shedI he spaced at a maximum distai ice of 12 Icet cash way toil.Concrete pavement. C'ontrartion joint!; shall he at approximately 10 foot intrt•vals. .1OintS in c;urh and fuller Shall line ul+ with sawed.joi lit sill concrete Irtventcnl. I'S-7.1 Ci4114tytl; This work shall uonsiSl ol'Ihe construction ol:aslthctllic roncrctc has!, and Surfitce course ;tS Shawn on the hlrtnS caul specified lteleilt. '1'S-7.2 `�hl�s1_ttl�ih��j>j �t.lit1; All work of this section Shall he in accordance wide the referenced portions of"Missouri Slattdarcl Speri Iicutions li+r'I Iigltwayt.'onStruCti(+it" 1980 I clitior7 huhlishccl i,y the MisSouri Slntc llighNVay and •1'r•cutSportation Commission, except as modified here. I'S-7.3 �till�l�1�IJ _t t�114.�1:l�_f;�tti.� 'I'S-7.3.1 Suh:;rade shall he prepared aS specified ill hectioll •CS.•2. '1"S-7.3.2 al li il: MaleriaL•, sh;tll confiu•m to Slandcu•d Specilications Section 301,2. I'S-7.3.3 �_1.lx11l1' 'I'hc ntix shall coni'm m to the recluiremenk ol'Seclion 301.3 Asphalt cement content :;hall he in file ranL!c 01.3 to h percent. Marshall Properties Stcihilily I OO Min. How h to 6 1'S-7.3.3.1 Section 301 .i.2 Shall he changed tc1 read as 1611c,ws: Prim Ic, prepanlig, illy c,l'the mixture (In (lie project, the Umilri►cwr Shill c,btaill, III the presence c,l,tlic I'lliginccr, repres'entalivc samplcs of asphaltic c•cn►cnt and n►illeral aggrefcutcs 1,01. tests. The San►pICS Of n►alel1,11 Shall he ul' the Sii.0 dC,':ii,nntCd by the 1`111gir►ecr and Shull he Submitted to an approved luhuratcwy Ii11• testing. The('un(ractclr shall AS(.) submit 161* tilt: I ngincer's appi-m"Il, a jc,h-nlix li,rinula lire Cach mixture to he sclllllliCd 161- the prc,icct. No mix.turc will he acccplCCl li,r uSC until the jc,h--mix fi,rnlula 601-111C prc,jcct is apprcrvcd by the I;n�,incCr. TlIC jclh-n►ix fi,rnlulil Shall he within the nr►ster I'll l gC Sl)CeifiCd Ii11- the piu•ticular' lyllc c11'asphallic c:nncretc, and Shall include the type; and scuu•CCS c,f,Ill materials, the graclat.ic,nS 01'IhC aggrclryatCS, the rClativc duantityc,l'CaCh ingredient, and Shull stilts a definite percentage filr cash sieve. Fraction clf'aggrcgate an(.) fin• asphaltic cement. Nc, .joh-Inix liunlula will he appr(wed which clots not pernlit, within the limils c,f till nlaslet ranf'e, the 11111 IOlCNIIICCS Sl1CCIfICd ic,rasphalt cement and filr material passing the No . 200 sieve•. The.jc,h-mix Silrnlula appromi low such mixture Shall he ill CiTect until nl )clified in writing by the I'"ngincer. When satisfi►Ctc,ry results m. caber cunditiuns mAc it rlecXSSUry, M' shc,uld :1 S011ITC ul' material be changmL a new .jclh-nlix 1,61-mlla 111ily he required. The I?ngirlecr may make adjustnlCntS in the jab-nlix Ii,rrllul:► ill 01'dcr that tilt IllixturC nlcctS cstahlishccd criteria c,l'lhe Mar:;hall rl1L\ design. "I"Ilr,- Illaxllllum lillle a jc,b-nlix will hC used will Ile I` O (?) Cc,nSII'u(;lilln SCOSMIS. I'S-73.1.2 Omit Section 301 .3,0, 301.3.7, 301.3.7. 1, and 101 .-1. I'S-7.3.3.3 C' ijjl;ca_c;_i,l1-I ixillre: A Coll)II)CI•Clill MiX slily he used if apprc,vCd by the I I1ginCCr. To rccluCSl ilpSlrclval Oki Crn11111 rcial nlix, ihC('clnlraclurshul)Sclhnlit tc,the F"IlgilIM the proposed nlix proportions, Sources c,l'nlaterials, Marshall prclpertics,and a list of, prc,.jeclS c,n which It has hCCn used. I'S-7.3.4 C'o l.ltr!iotio,ia_I C(ILliI,CnlcIl1,�: "I'S-7.1.4.1 Weather I,illitatiu-tis.: N1umilums mixim-cs shall not be placed( I )when either the air temperature or the IClllperature ol`the Sul-face un which the mixture is to he placed is below 40" U. (except that hasc courses 1 inches c, moire ill thickness nlmy he placed WIM) the air tc►rlperaturC is .15` 1".) (• ) 011 :111\1 wc:t OF Croi.0 1 surlacC, or (3) when weather conditions prevent the proper handling ur IiniShin;;ol'thC mixture. [Mixlurc: Shall nut IBC placed durini, ilICIClncnt wcalhcr. t �p1;►1(_'jii lt• h C •,I S11 1 lt q l,I ll l or q ll 11 IIS Shall seet the rcc uircillenls ur Standard Specilications Scctiun 301.0. calil-wallmi shall he the si lc rcSpunsihiIity of'tile Contractor. I'S-73. 1.3 1'r��,;�t;I i�,p�,t 11��_f�1.i�ltti_�: PI'Cl,arulicln 01'111C nlixlurc' SIM11 be in aCCOI'(lanCC with applicable portions ol'Stanclard Spccilicatiuns Section 40,1.(')2l thrm.ltth 40.4.0.1. I'►'anslun'tation ()I' the mixture shall confi,l'm to Standard Specification', Section 301.5. All adequate tit nlherOI'(ruc:k i to llrc►vi(I e const;u►I mI Jill I yo[nlix to tl►c,layiI machine shall he ttsc d, 'I'hc locclliol► o1'111c plant shall he closc cnou),h to II►c• project Ihat excessive c,u,lin)! does nc,l uCcur. 'I'hc provisions ol'Standnrd Sllecificalions 301 ,9 and 40•1.0.3 shall he met. TS-7.3,4.4 ai�,�hi� l.l.>4_Mi�itl,r4, Asphullic mixtures Shall he spread in accordance with Standard Specifications Suction 301 .9 and 301 .9.1. Allowanec shall be madc lur the slol'►c OI'the oulsidc edge; So that the finished top dimensions match those Shown on the plans. The curb a►ul gutter shall he ►1Sed as a j-'rndc reference loo' the uut0111,1 C serec;d c0)1111 OL I'S-7.3.4.5 (' vj.uI1ttc..tie,u: Rolling Shall I)Cgir1 as soon as l,rc►cticahIC afier the spreading. The Contractor Shull suh►nit to the knpinccr the rolling system he proposes to use ut' the Compaction ol'the mixture. Rollers shall he in }'ood corldition, capable ol'operation wilhout backlash. `heel wheel roller. shall he equipped with set'apers. All rollers shall hove a flalclioning water system li,r muistening each roller or wllccl. Base course shall he con►pacicd to (JS";) of 1:lhuralory density. SnITUCC Course Shull he compacted to (JS"-o oI,laboratory clensily. I'S-7.4 /-\-,svU i—c `Phis wo►'I; shall consist c►I'W;phtcltic Concrete su►-faec C01.11-se. 'I'S-7.4. 1 miud, S. Material shall conlorn1 to the applicable Sections of Standard Specifications I01- Ililhway C'UI►SIIUCtloll, Sections =40I, 403, and 'I'S-7.3.:1.1 fior Grade "C"', hereto. I'S-7.4.2.I C►t'ttS1 fop Max Desired Max Desired ' (iradation l.i►11it Gradatloll l,inlil Gradation !_u, iii; -(-I u1l�� C,' C ira It'-C Grade I). 5.�1^,►cle I) sieve 1(10 1(10 1(Itl 100 80-1 00 8ti QS-1(x) 100 No. 4 40-05 hO-(JU 70 rNu. I O 30-ti5 40 3?-65 45 No. 4 8-2 5 18 1(1-3U 20 No. ?()() -4-1? 8 4..1 8 '1'S-7.4.2, 1 (1ramttimi NO'I'I 'I'h( ),r';tcl;tli►►nti ol*the apprcl,ufes will he deferrnine(I Iron samples Iaken 8'om lite hot bins. f'y11c Pass 3/4-inch sieve 100 Pass 3/4-inch sieve, retuinccl on !, -inch sicvc 0 3 Pass `%-inch sieve, retained 3i8-inch sieve 0 25 Pass 3/8-inch Sieve, retained oil No. 4 sieve 20 45 Pass No. 4 sieve, retained on No, I(1 sieve 7 211 Pass No. 10 sieve, retained on No. 40 sicvc 7 20 Pass No. 40 sieve, retained on No, 80 sieve 5 20 Pass No. 80 sicvc, retained on No. 200 sicvc 3 18 Pass No . 200 sieve 10 Asphalt C'erllenl 3.5 7 '1'S-7.41.2.2 L^ '��;tt�C IItL-A {ill;ll.U_4_.��►�h�t_�J�: Shull conl6i'm Icy Ih►, applicable sections of tile Standard Specificatioons Ii►r i li}.;h«'tty ror1S1111ction will the additional 1'cduirelllcnt 111,11 supplier~hull crush ailed stockpile 5W,.ol'the needed approval abgregates prior to placement of ally asphaltic base or pavement. I'S-7.41.3 C'unS1rwtr Jic►t�Itc�l�ir ltl�:IiJ.ti:('011Str'LICll(111'U(ltnrCnlCntSShallbespecifiedi TS-7.3,4 as amended herein. 1'5-7.4.3.1 W�l heLl )it ltio�lS: Weather limitations shall he us spccificd in '1'S-7.3.4.1 except that no asphaltic concrete sha11 he placed what the Icrllper,1l IT, of the air or tilt; Surface Oil which the uSI)IMIt will he placed is less than 440` F. TS-7.4.3.2 S131_C__,A11iL9: Sprca(lillg of the mixture sha11 he in uCCOrdancc with Sections"1'S-7.3.41.4 cxCept that aul(►nuttic SCrcc(I Control shall not he Used on Idle Surface Saari_'c unless directed by the Fligincer. 1'S 7.4.3.3 'ot�r»�t- Id.-Mix tt0C : A commercial mixture nuiy he approved for this work in accordance with '1'S-7.3.3?. TS-7.5 1 }i_C�ittl: A Tack twat trill be required over all nistiq pavement to he overlaid and between each lift of the ne\v asphaltic Concrete paverllc►lt unless the preceding; Lill has been protected from all dirt and traffic since its placement. Tack Croat will he pkiced after CICarlin" and 4)repariI1g of the SurlirCC is coulpletc. e Application rate will generally he ().1 U to 0, 15 gallon per S(luarc yar(1 ,1s dirccicd by the Engineer. Tack coat material shall he RC-70. SS-I or SS-1 I I unless otherwise 7 apprOved by the VIng-incer, "There will he no dire d payment fiir tuck coat. This work will he Considered subsidiary- to the asphaltic concrete pavenlcr►t or hose. I'S-7.15 Lr\.1�;t�t�r�ui71!<r?3_4!?�dI';1Xt?. .i>t.: Measurement will hC made 161. the va1'ioa.ls type o1" pavcnlCnl as per the iterlli;,Cd bid ti►rnl. ' Where existing pu\'Cnlcrlt is being overlrlid, payment will lie fin' Base Leveling C(►u1-SC INN' toll 1111d 101- Surf(ICC C'01.11-SC per sduare yard aS shown on planS. Where;ill new pavelllcnt is t(1 he C(►r1Stl'UC1C(l, payment will he made per square yard of i'ull-(leptll baSC 1111(1 SurlilcC Course per typical section. Pay111er1t will Include ,111 costs of'C1Caninc; CXiStillg pavCmcnt rn'prCViously laid MIS and till costs ot'lack coat. TS-8 l__I'�1\!I:.i�11 N�1 'I'S-8.1 RL' L11—d rc-(c: 'I'hc �.vork shall cw li►rm to tile. relcrenced portions of "Missouri Standard Specifications" as lilmlified herein. I'S-S.I. I Mir tcri'11s: Materials shall conliorm (e.1 Section 501.2 oI'tlie"Standard Specifications„ as modified herein. Tinting Material as specified in Section 1056 will 1101 he used. 501 .2.2 Mix Design. Dcicle Section 501 .2.2. 1 and Section 50 1 .2.12. 50) .2.23 Usc('lass A sand Oil Iv. Mix shall contain not less than 0,5 sticks ol'ecnlent per cubic yard. 501.2.4 C'onsistcncy. Delete slump fable and paragraph 501.2.4.1 . I 1 � 1 11014 slump as law as pOSSihlc to allow proper placcrllcill of'Concrete. Maximum sI111111) 101' ptlVCll1Cnt. Curti, or Curh and L;(lttcr Shull hC All concrete shall he stir entrained in accordance with Section 501 .7 11lClutlrng paragraphs 501.7. 1 thr0u>;11 5111.7.;. Air content shall he between 4"(', sand rAll concrele f6r curb and t;ulter un(f c0ncl'ctc pavement shall c0rl(ai11 not ICSS than 6.5 sacks cement per cubic yard. r iletual Mix (lesil ll s111111 he I1rcllarcd and .M11111lillc(1 h} the C'ontrac for to the (".11gillccr 161. his ahliroval. Slib►llltlal sliall 111C1(Ide soll►(•e alld plollerlic", (& all i1 S.;S!re4!.ate, source of cement, proportions used, slulnll, air content 111(1 res1111s of breaks of 5 test Cylinders. Cylinders shall be broken as lollows: 111 7 day's 3 111 28 clays Prior to slartins; project, contractor shall ohlain in the In•cscncc of the Fligincer, representative samples of cenlcllt, line amt course agpl-egates I-or test. The samples o1,111,11crial shall he ol'the sir( (lcsij,11111C(I by the I?nginecr x11(1 sllllll be subnlitte(I to 1111 approved Iahor111ory for testing. The C'onlractor s111111 s(llnrlit 161' the h1girtcc)'s approval each .lob-Mix filrnlulll. The nluxinlunl HIM a .)oh-Mix will hC used Will he 2 construction seasons. rN/linimurll rolnllressive hlscO on ASTN/l (Icsi>>nlliolI ('- tc), U-31, 1111d ('- 192, 2800 psi 11t 7 days and • 000 psi at 2S Gin's 111horltory cured, 13°b less for.toh cured cylinders. C'oncrcte may he either central nliWd and dcli\cred in 1lpprovcd trucks (1r Arty he truck mixed. Total elapsed time {1•oi1) Ilene of Coll IN11,11i1111 ohV atC► 111(1 CerllCnl until all of that hatch is I)I11ee(I shill) no1 exceed one bulb. The use of C1llCilllll chloride will 1101 he pernlitted. ()Iller M111 xtul'cs It1111• he used r ')Illy i1*;►l)llroved by the 1'111-611cer. TS••8.2 1'0► ('on rely'--flavem-c—I l: This work shall coniilrnl to "Slandurd rSpcci f ications" Section 5(12 and suhstitutc the 161lowill, TS-s.2.1 M ateri�lls: Dclele the I&d sentence oI•Scction 502.2 and suhstitute the t61lmving: Contractor will collkwill to Ilse rc(luirenlCllk of the pr(ecdint seclion OC thCSC specifications. Delete Sections 5(12.3. 1. 5012.3.2, and 5(12.3,2.1. Delete Section; 502,3. 4, 51113.5, 5013.0, amt 502,3,7. DCICIC SCCIioI1 5112.3 Q throuz;h 5(12.3. 13.1. Section 5(12. }. I(1 shall he dian(;ed to read as Billows: r . r Auxiliary licluipmenl shall he available al all links as follows: a) TWO or more 1040ot straight edges ()I' 'Ill approved type. Blades shall be replaced when arcs become wavy or warped. h) Immediately following the machine floating and while the concrete is still plastic, the contractor•shall test the pavement sur(dec fill' tl•11e11eSS by means ofa 104601 Straightedge in contact with the concrete surfi►cc parallel to the ® i►avclllcnt centerline, and (I1-awing the straightedge lightly across file surface. ■� Advance alone, the pavement shill] be in successive statics elf the MOM than one-ha]i'Ihc length ol'thc straightedge. All variations shall he eliminated by filhngdepresslOns with fr'esllly mixed corlcr•ete oi•str'ikiilg ol'('pr()jections,and the areas so corrected shall be cor►solidated and refinished by means of'a long-ll:uulled float. C) Sul'licic ilt burlap, waterproof paper, or plastic Mill for the protection of the pavement in disc of'rain or breakdown ()]'curing equipment. (1) .10int tieal ~hall con60111 to Section 1()57 0l• the 1980 Missouri Standard Spccilicnlions 161. 1 lighwny ('onSlruction. ]land plac illcnt and finishing as specilied in Section 502.10.9 will be pernliticd. 1'S-8.2.2 Delivel'y tickets shall he provided the inspector in accordance with Section TS-6.2.1 of'this specificalioll. Delete Section 502.5.3. Sc�cli►�11 (I?�(� _ri'c�r�elitiehiil�;_��.f' t►(�t,t:,id . Ilclerences to other sections shall he relbrences to those Sections as anlcncdel by these Specifications. Delete Section 502.7 and paragraph 5(12.7.1 . Delete Section 502.0 and paragraphs 502.9.] and 502.9.2. Delete Section 502.10.7- Stalion Nllnlbl'I's. Section 502,10.1) ]lane] Finishing will he permitted on the project. Lill. This type ol'construction will he allowed oil this project. The provisions of'Scction 501 1()and the succeeding paragraphs as aillcildcd herein shall apply. Rdercnces to other sections of the Missouri Highway Specifications shall rcicr to tho,ce uetions as nl1►dilicd by these Specifications. 502,16.1 Subgr•atic;Intl Base. I)cicic•;III 1-c Icrc11c;cs to agf;rc}!rltc base. Pslvemcnt sh"III he placed c►n carth subpradc and the puvcr mid check templatc shall also operate on the sub};r•adc. ® Delete Section 502.17 and paragraphs 502.17. 1 through 50117.5. !1 Cores will not be drillcd (111 this l)rtljcc:t u111css rcduired by the FIlj,i11ecr. This will Oilly he done ifcfouht as to Olt! actual Ihiekness exists. Normally cdge thickness will he used z1s n rouL;11 check on cc►nstructed thickness. Pavement thickness gill be consid6_rcd to be design thickness. 1'S-1;.2.3 N1�tt ur�itl,�t.iL�l!?cl_C;iyit>�Il.l shall he in accordance with Sections 502.18 and 502.1 t) ofthc Standard Specilications as amended by the 1611m ving: Wcores arc t;lkcn ruin 1 the thickness fi►u11d to he deficient the previsions of 50119.1 through 502—19.3 shah apply with the cxcepti(►n of"I'ypc "A" curb and l,ultcr (see typical scclion li6r cnd dcudk1 and thickness) which shall be mcasured on the has],,, e►1'linear 1'ect c ollstrucled. Pay11lenl s11;d1 he cunlinuous Ihreul,d) residcntial drive app1-oaches and shall lncludc the hooking up (d'vxist6q-, Roust drains lhal 11(m, cxtend to the street. I'S-9.1 (i-en al: All areas disttlrbcd by the eonslrucliou sh;lll he suc-detl orsoddcd execpt 161' paved areas. Scc plans low areas to be sodded. 1'S-9.2 13 _llc ;lutls ._ti��el�(i.ilf,: `,uci shall be planted in ;.ICCUrclanec ,vilh the ii►lluwiug requirements. Scut shall he cll'lhe hell duality and ",hill placed, shall he live li-csh growing grass With sufficient soil adhering;It► the roots. tied shall be procured fi•oni areas Wltere the soil is 1u1•tile and contains a high percentage oflo,unN topsoil and li'Orli areas that are prt:dolninatcfy bluegrass anll I11a1 have heels graicd or nlowcd s111•11cic11lly to 1;61-111 a dense furl. Source of soil shall he approved h\ the Fill- neer hefl►I'e Cutting and harvesting. 'I•lic sod shall he transplanted w►th►u 2.1 hours ircllll the time it is harvested luilcss it 1 is s!ackcd nt its destination in a planner salisl;Ictt,rN,to the L:nitinecr. All sod in stacks shall be kcpt moist and protcCtCd from exposure: to the sun u11d t'roni Ili no event shall nlorc than t►11e week elapse hlhVCCII the tulle ol'cuttinj; and planling of ' the sod. BefOrc plaeing or cicposilinl2 sed on areas to be sodded, all shaping and clressin)�; of ' the alvas shall have hcen eomplelccl to the salisfilction ol•Ihe I'ngi11eer. '('op soil as specilied in shaping all dre :;siuf�„ comnicrci;d Icrtili,ccr, grade 12-24-24, shall he al�hlie(I unili+rntly al II rnlc of not Icss Illa 1 .10 pound- lu 1. ucrc and harrowed lightly. Sodding shall kdlow iuhnlediutely• Alter lhl(Inting, the sod sh1111 he watered Ilrld showed Its rcyuired until eornllletion NMI occchl11CC 01'111c CnliI'c work. No soddini" -11,111 he done during; the period li•0111 ,lunC 1 to ticlhtenlhcr 1 , unless the 111antin}� season is extended by file cnt!iuc.cr. 1'S-O.3 �e t of ter sha tin " hlacinu 4" olio hsoil, and dressing ofarcas to he seeded have. ,�..4t.11i.�„ I !. I 1 been Ilhlhroved by the P'llginCCr, a conunereial tcrtilircr, Z;I'adc 12-2•1-24, shall be. nhhlicd 111 a t'atc of not less than 350 pounds pCI- 'ICre. The a1'c11 -111111 be lhrcllarcd 10 reccivc the so"d mixture by using, n cline SI)ikCI or olhcr suilalhlc inhlhlCIIICIht. ticc(I -11,111 then he slhread at the specilled role by drill, by hand seeder, by brillion seeder, of by other ;Il)lh MTd sccdCrs. Seeding !.hall not be done during; windy weather, or when the around Is fiorcn, n1u(Idy, or Othcrwisc in a non-tillable condition. All C�';tllhlishcd 11,1uss e )ver shall he provided on all areas re(IuinIIJ4 sec(ling. I1-11l,ation, n1111ehing, nlowlill;, and ,illy other olu•r,Iti'ln 11000SSnr'y Io 1)1'Ovi(IC un uccc.ht+lhle �;r;ISS Cover Audi he pl(widcd by Ih(,contract)],at no additional I osl to the ()wIlcr. 1 Seed shall he applied at Ills rate of.;M) liminds pCI-here. The seed :;hall he composc-d Of ,I I111Xl1n'e 111 (�(I��u I)cl'h\' I�ve I;I'as, .!(W Cree1)1111; I('SOIC, 0111 .'(1"" BItI(.'1,lilss, I�lucl;rass nuly he either 10111 I, "1•ouchdowil, or (dnde. sceded areas shall he mulched �t ith slrlliv at a r,IIC OI' 1.5 long 11cr ;ICIV. 'I'hc coll1ractor pray al his option and :11 no nddilional cost to the ()viler, provide scut as specified helcin in lieu ofseeding in ;Inti'or ,III ,wean rc(Iuire(I to hC se,:ded. ' Protection and Repair: Tllc scedCd are1l shall be I'I'CC ol•Iraf'lic. Ifat nn.,' tinge hCkWC acceptance hecomes,-llllic(I or olhcr« ise danull,ed,or the ;eCdinl;has 11eC11(Innul),ed or (Icsiroyed, the aflected portioll -11,111 he relnlircd Io r'eeslllhlish the spcei11Cd COIldilioll prior It) the acccplancc of file \�()rk, TS-QA.I The c(InLt'actor -hull Furnish certilicalions u1 triplicate li'onl the supplier or rl)anufileturCl' oi' seCds, ',MIS, lirliliicrs ,Ind ,III other nullCrials lilrnishCd in nccol•(I,Incc with the rc(luirenhcniti ol'this tiCetion, 'I'i1r certilic;lli011,, shall state that each material supplied is in JCCOr111ncc Witll these tipCCilieatioll; and with ' pCCil ically n,une(I slate Ia��s aru) rc!ut1hilions. 'I'hC ccrtilwillions shall have attached irhspeCtion of ICS, st,llc altcncic'; ;Ipplicllhlc to the lot or lots of material Supplied. e I'S-O.5.I I)cLit_ittic�lt_.t�('(,il;!(lit!}; 1,1111.1.1: 'I he term "I.�yadinp, lintil" its used ill 1111 ; Article, shall ntcllll an>> Of the I;►Ilmvlllg: (a) 'I'hc IucaliOn OI,a line delcrntined by the intursluX11011 Oftllc cut (►r fill sl(►I)CS shown (►n Ills flans with the cxkling surface, plus Allowance (i►r rounding, lit such intersection as shown (►n the flans. During the course oldie work the Flihjnecr 111,1 'direct that the grading limit be clsewhcrC 1111111 tls determined by the IOrclimill;, ;111(1, in such ease, the gra(I ng limit will be at the location as directed I')y the l,nplinccr. (b) For �Aruclllres placed in cxcav;itions and lir pipes in trenches, live (S) Icet outride a Vertical 1►lanc Ihruuldl 1110 OrllermOSl -:urfilces ((I'thc r1Cnt lillCS 01' such S11110111'C', Or Of tilt 1►il)CS, I'S-O.5.? tievdi,lh: Mcilsurrinc111 Will he 111adc ((I'lllC area SCCded (1101-1/Mit,ll [IMNSurcnlCnt) to the ncalcsl I/l O acre. MCO';urt•111011 will 11 )t hC lllddC hevun(I ;i lint 5 lint OtttSidC the grading. Inuit. I'S-O.5.3 tiscl{d11�i:; Mcasurenic'til Will he r)t;Alc OI !hc areas sOddrd (slul►c tnc;lsurcimill) to the nc;ursl Square )'ord. kitu"Ill-vtuclit will not he IliadC h(W011d aline 2 lint outside the a�rudin}; 1111111. I'S-9.0 I;iltil .1)f..l'i.l�'ll!4:'tlt.; I'S-9,0.1 ` �4'i(!t) �._`��(�Ill.itt Tlly amount oV cunt ►Ielcd and accepted work, measured as � t, I I I)rOVidCd shall he 111aid 161' of Ilse COnlraet unit I►ricC hid I)Cl'acrC Ii(r!;Ccclillg Mid at the COnlract unit I►ricc hid 1►cr Square yiu'd 161' SOddinl . I'S-It► _I_�L':.1N1 ..)(�1...'1:..1?..(.'f.)N(.'I?L: LI: I,y ll, iltij. L3S.>_�;.t1 '.I_VI.It I'S / NI) )�L_.l .�l_N1NAJ_W.AL-L .1 r 'I hcsC OCnls '11n11 he hid O11 Ills 1111111► �unl hails to inCludC: the ncce�;snr� cxcilvaliOlt ;tad 111(.' dfspo�;;tl (11 ally C'XC'C,YS ('.CC;I\'a11Oli ill;llerial from the ch'alnel 11) itllow construction of the I)rul►(I"wd strildures And ;III materials and iahOr to coml►ICIc the COIISlrucliOn Ofil I I x () k611161CC(l ( 'On(•)CIe I)0111111' HOS ( 'rilverl ;111(1 all Retaining \VdIk ;(ce )rdi111!. 10 the l)lans ;111(1 s1►eC ificntiOn>,, rI'S-l(1•� I\4'1111!L1;�'ll til('l'I_.,I,i)I' (_1)I11'C4'IC'_. 11l.It'ltlrl'?;: All reirdi►reinl; slccl to hV used lilt tills slructurc sludl be (IC1i)rnled hors Iuectillp. the rCCluirenic111SOfthe f011Owing (iradc 01)nS IA.1 a 0 15-711 Del'ormcd Billctt Steel liars r Concrete ReinfOrcenlent. steel shall he I)MIccled fi-orrl at all limes. When placed in the work, it shall he tree front dirt, oil. paint, grease, loose mills scale, thick rust and other foreign substances. Reinforcement for the lot) slab shall lie held sCCUrely in eorrc:Ct position by n)ealls ol'approved metal bar supports and tics. Bars in (lie lot) slah shall he tied at each lap or crossings or closer. ('are shall he liken to maintain I)roper clearance hc(ween the fimnls acrd the rchillorcentelll. 'I'hc steel shall he lied in Correct position and inspedled helot-c any corrcrcle. is I)laccd. Such inspection will not relieve the contl•,ICtor of his reslu►nsihilily li►r Constl acting file unit in accordance with the plans. TS_10.3 L�►_rt.pia : ' Forms s l61- Concrete shall he built true to (lie line", and grades designated 1111d he r l. c l �, r J., rllorlar-Iil;hl and ol'sound nt;tlerials nclecluate to prevent distortion durint the placing and curing;(d,concrete. All Concrete shall he li,rnled unless olherwisc slweilicd. II' during or tiller placing, the ConcretC, the 1611W; Silg or bult!,C, the. e(►Iterele 11 Tted shall he removed,the iol'Ills reali}tnC(l and new concrete placed. Conslruclion camber to take care of'shrinkatte or setllCn)en1 nn1)airinp, the strcnglh ol'll,c structure by the redoctioll (II'depili will not he 1wrnlitled. The (iunls shall be designed tic• a 111.1id 1)ressllrC of 150 I)otln(IS J)cr cubic loot on horizontal surlilc•es and 30 1)(111r)(Is I)CI"square 16ol on vertical surl;rccs li,r impact and vibration. TS-10.3.1 1._itS� _I_tttJ.1h41; ol. I,Orrlls li,r cxlu►sctl s(IIT1Iccs of CoIICI.Cte shall present a Smoot)) dressed surfiace lirec ol"louse knots, knot holc.�, and other dcli:c:ls. The spacing of supports and the thickness ol'like Itrnlhcr shall have a minimum nominal thickness of'one inch fi►r solid IumbC►•or•5/8 inch tin•plywood. Dorm materials shall lie placed with horizontal •joirtls. •I'liangular molding, smooth on three sides and having; 3/4 inch widill oil each ol'(hc two fi►rnl sides. shall be IISCd to bevel all Cxl)OSCd ed'S oI' the slruclurc, except when s;pccial bevels arc on the I)lans. I'S-IU.3.2 o is c used shall he in poocl Condilion. I.Orm funlber which is unsatisfirclor y ill any respect sh;lll not he used. r 'I'S-1(1,3.3 l)�4�t;tL�t!]�,�_'�))1 1lt!�'I�S.!t► �21'..I:t,rtrlti 1)ermll their rommal without damage to the Concrete. Col'lerdanl hraces or .;trots Which Will cxlen(I (hr011101 an)' cxl) ►sed collacle seetion will not he I)cl'lllittecl. I-M'1115 Ullder C(i1)illl!ti 111d ;wound ol'I cts may he given a drall of riot more than ogle inch J)er liu►t to 1)(TIllil rctllov;ll without damage to the concrete. For ntrr•row %V;IIIS whCrc aCCCSS to (hc bl,tll►IIlS of the fronts is not othcrwke obtainable, an opUllinl: Shull be I)ro\ ided So) ONO chil)s, dirt, sawdust, Or other extraneous rn;a(crittl In,ty he renlovecl inu11Cd1,Ilcl\' prior (o I)Isleing concrete. r I'S-I(1.:1,,1 fit's ;itici..spr(ticic'I:S.;ttl(l .alljuctal applilllic.cs used inside (11` fill-Ills to hold them to col,r ect tllipinivilt and location shall he Aso cowilructed 111;1( tiller removal(0,161-111s, file nlclal may he removed to a (ICI)III 01' ell Ieas( 011C inch hcloW the surfucd. 01' the Concrete. kletal tie rods used insidc the Corms where concrete will have an cxposcd surfilce shall he a type which will not produce if cavity at the sur'fuce of`Ihe concrete gre,lter (hall 1-112 inches in dianicter. Bolts and rolls used as ties shall not he removed by pulling,then) Ihrough the concrete. Wire tics and pipe spreaders will not he permitted. and metal or wood spreaders which are Separate fi'onl 161.111 tics shall Inc removed as concrete is hcint;place(I, n host-throupll method o1 supporting forms Idle massive suhslrticturc ))flit.'+ Illay he II.;Cd with the approval (1f lllc I:r .giticcr. No form lies shall he cnlhedd,:d in Concrete above the roildwtly surfi►ce on bridges. I'S-10.x,5 Cavities produced 1►y the rellim"d of metal tic rolls shall he C,urlllllv filled with nnortar cot Ilposed(I Capproxi Ill cly or lc earl cum ml 10 two parts st►ncl. Whitc cement shall he ild(lud to 01c nlorlar il'ncCess;u•}• to ohlllin the I-C(11.61Cd color. In order to I'C(fuCC the shrink,lgc, no modal shall hC plaCCd ill the caVitics until 45 MinutcS alter �p the initial mixim:. In lieu ())Tile ahovc, ally approved non-shrinking, non-drilling; ® typC ol' rnortar nuly hC uSCd. AVICr IhC C;1ViliCS ,u•C IilICd, file Sur'lilcc Shall he lcit snloolh, well, an(1 (milill-111 ill Coior alxl ICNI ll'C. Tic rod CaVItICS it) surfaCCS ,lgllinsf which hack1111 is to ho.- placed shall hC filled wifll mortal. or an approved plastic Compound mccting the re(IIIIrC111CIIIS ol`SCClWll 111573. Patching ol'tic rod Cavities in the interior suriilces oChox >;rindcrs Will not hC lV(IuirCd. I'S-10.41 I'(_►!'.tl_itll.tl_�•--4all�ltll_('ciI_l�t_�-(�' This itch shall Conform to (hC Missouri Slundill-d SIWCHICalions liar Ilighway Construction, ( 'lass k Col►Crele '1'1111 ;1 Co;l1'SC 0-1 ClatitilllCallo11 of 0'a(1<'lllon 1). OSage KiyC1' G1',1VCl. FinC ,,;!!'Chat- shall hC Missouri River Sand, Class A. It !;hall he it 5.81 hae, nli.x With an ,11r Cddllld.nl of four (4) w seven 7) pa'cent, Finish lids hollom �Jah shall hC u'aVCI ,1111.1 IMi•;h 161. 10p sl,th shall he h►'ounl. file conlr'acIor sh,lll hC rc';pon.,ih1C 161.C.xcav,ltiotl IV(lit ired to Cot l Ill elc the 1)r()poscd SIRIcturCS in placC, The Collivaclor simII eslahlish ;►sound hcddint,before polu-ing Ilse hotlonl slah ,uuf lowlin't's. I'S-I0.6 :1.4'�.1�l1f;��J,..I's'lalflU(J._�4il)c'1)1 ( d_>►14'1'�'lt' The contractor shall pc►'1,01-111 or h,t',C per1i01-111ed the Ii111oWing lests to insure the SlrCnt,lh of'thC structure�(11Cn ConlplCtCCI. SuCh tCSls in no W ly►•ClieVC the contruC(()r (Whis responsihilil.vli►r the construction ol'this structure and its acceptance after 1111,11 ! Iti inshcchml, (Paysstc•.►il lily Ilsiti 11en1 will he included under the hid ilcm (i►r D(mble I'S-I0,ti.l Siit1J1l1..',�c�l: Sluull� 'I ctits shall he taken during cach l)0ut•ir1�; an(l 111,111 1101 hr IC Ss than 2 inehcs and 1101 11101e 111,111 '1 inches, 'I'S-I0.0.2 (,'cta_i�.l;>c� j��t�. I:c ;1: ( 'vlin(I(TS 0 inches in dianlctcr 111d 12 inches in hcighl shall he usc(I in (lcleruliHiI))! the CoMpI ren),Ih, The contrael0r~hall makc I cylInder per 75 cuhiC v,u•ds 1,usn•01. YS: 'I'S-1 1.1 ('rushed s1011c drivcways shall he 01lP;11•ue1ed in aceor(ianec with the (Ictails on the; Plans and with the re(IulrcnIenls 0[Miss(111 ri I Iighway S1,cci Iic,Iti()s1s Scctioi 13 0-1 (or aggrcl,,1le hasc e()t(1'sc' excel,i 111,11 the l,mvisi(1tts lilt measuresttc11t a11d I,avt11cttl therein shall nul apply and es( chl as 1110dilie11 in this sccli0n. I vl1e I I"S-11 .3 The required thickness 111,ly a he c0nll, rcd in one laver. Rc(Iuired density ()I'e0nlhacti0n shall he nut less than ninety (00) percent. TS-I I.4 \Vhcre I,raetiulhlc, utilii.(' lcnll,(1rary surlilcing 111,1Icrial IF subbase (u intl)rovc stahility (1I•crushcd "t0ne drives 11)11 10 1 eclu(Ie ,1111011111 of,1(IdCd 111a1erial tcduircd. I'S-1 1 .5 ('rushc(I done chives shall he earefnlly �,'radcd t0 drain. TS-11 .6 Meastu•unlc:nl (11•cr(1shed s10ne drives shall he t0 the nearest I square vard. 'I'S-) 1.7 Payment shall heat the unit price hid includin);all lahor, c(Iuil,nlenl and materials to y I ® construct the (11-iVewa\' c()tnl)lcic inciudi11j; suhgradc preparati0n. 'I'5-12 ZZ I I' I� �l_: I'S-1:x.1 ( ommil: R ip rap shall he 1•urni dIC(I where IV(1vided u1) the flans 0r whcrc otherwise directed. R11, ray, shall ho. durable Imles1011c mectint, the rc(luitc111e11ts Of Miss0tlri Ilighwav Sl,ecilicati0ns Sections ()1 1.3 1, 011.32 and 01 1 .33 lilt Type 2 IWc�k Blanket. The minimum laver thickness shall he one and miclmll'( 1 1 ,2) Icct. The surlilce ul• rill roll shall he Ilush with the surr(1undiIIg linished earth grade and s;r0ttlu(I. 'I'5-12.' ll 1,1,\• the 1:111"inecr 01the s0(u,.T o1ril, tall prior 10 its (lulivc►'v in lime 10 hermit its i11spl-'Cli(1n. 'I'S-12,3 C4i5.�1CCil.tt Ilt,,tt)c1.1.'tly�at�'ltt: Rip I(rl)1 will he Ille"Isured c(mllllele and in place to the nearest s(Itlllre yard (+I'sill.filce 1111,01 (Slope Incasillellle111). )'UyInent 111 the unit price hid will he Cull Compensation 161- all costs of excavation and Curnishirlg and placing rill rap as Shown oil the {►hods and s1)Ccitic(I herein. 'I'S-13 1-q2 K-1.i. —CAYA.:I.:IDN: '1'S-13.1 C(5114: aj: Should ruck he encountered in two or more ledges, cllch ledge heing more than six (0) inches thick and with intcrlying strand c►('earth clay, 811111c, or gravel not more 1111111 twelve (12) inches thick in each stratum, the entire volume between (lie toll Icdgc and huttolll (11,111C hollollt lud);c will be classified as rock. (Sec nr•tic)e'1'S- 2 (i►r delail speci f icahons.) TS-1:3.2 �,l.%�: i1 When cxlllosivcs are used in the prosecution of work, tilt; Contractor shell) use the ulrrn►sl Cal'C to IlrevCrlt ill.iury to persons and property, All explosives shall he stored and used in a salc Illlulncr anO in Compliance with all 1 existing stllttllcs arld ordinances and all places used such storage shall he marked dear•y "'!)AN(il:ltOI IS I':\1'1.05111{,S". The Contractor shall darn all persons in the viciIIity oI'(lie(1l11 lger area when c,-\Ill osives arc being used. ']'lie('onlr•actol•shall Save the ('ily and its agcIlls, Officers, and employce`+ hal•Il11cSs from ally Claim g►'o►vin),�', ()Ill oClhC use oC"IICII cxl)losivcs. JtCllwval of"Iny item or material ofanv nature by blast ifig shall he clone in Such manner and at such tilde as to avoid damage 'IfTecting the integrity ()I'111L, dcsign and (o llvoid (lanulgc to any new or existing stl'ucturc included in ur adjacent to the work. Unless the plans, special provisions, or the I ngincer restricts such opanlion, it shall he the C'oniraclor•'s responsibility to deter•nlinc a rlletllod ofoperation to insure the desired results and the integrity ofthc completed work. IIlastifig wilt not he perinitlel undid a Contractor hiss ohtainCC{ I)riol• insurance and has obtained a perlllit liolll the City I-irc Department. 'I'S-1:3.3 Rock excllvation shall be hid on unit price per cuhic yard and Ilm'd payment shall he hascd un field 11MISurcnlc111. !tuck is (ICtined as being S Illdstorlc, lilllcslonc, cllcrt, gralllte, sillst(►►le, (luartzitc, Slate, SIMIC, OCCUITlllh Ill its lliltlINII llll(liStlll•bed Sti11C, hard lend unweathered or siloidar rtlalerial in Illasscs Illorc than I !: cuhir: yard in volume, in ledges Six (0) inches or more in thic1me"'s. -I'S-14 t�N1'l!\Itl'.`:,I;\ti'I It r\{.>.tt.��;'l'MI?•N:I : '1'S-14.I Asl��tti�►l ��t�cl (��lilt�l�lit>�,_[�_l;l�iltc.�l�, ; (a) k"Ich existing storm or sanitary seww• manhole ellc•ouniewd within (he gradirtl, 1imils, whether or not shown on the flans, and which is to he loll in rservice Shnll be raised car lowcl•cd to the 110W b.ViMIc 'IIId slullc. ■ (h) All construction worli in connection lhcr'cwitll shilll he in accorclilllcc with the applicable details on file Ina►lholc sheet ofthc drawings. M'Ittllole steles Shull he properly retiel and spaced. All new COIlStRICti011 with brick shall he given a Ilu•t-c-tirurtIts ( '.:0 inch mortal, coat on the outside. All new Construction wild hriCk or llrec ast Concrete shall he given one heavy drat of mal tar paint. (c) In areas to he hived or suI'lilced the work shall he aceomllliShcd anti llrofeetc;d Ill such a limiltll'I' its to mll Create a traf lic hazard and to provide lot• proper Construction and c<<rmpoctiull oCOW stlh-grade and pavement ildjaccnt to the ' ulunhulc. (d) PI-ccaulic�lls shall he lakes to droll Ito debris into the bottorlls of*manholes. Any dc:hris so drollllcd s11011 he immediately removed to prevent being washed down the sew...r line. 1 (c) The C'onlraetor shall verify fire lli111SC11' the lyhes CollSIRICtioll the cx.isfing nuulholCS. 1'S-14.1.? 1: 41.'!11.t�l�l..tllltc>1.4'ti: (a) lulSSihlC, the nl'ulholC shall he lowered without resetting or relnlildirl(; the crone (this Will be Classified as "Adjust Manhole to (matte"), utilir.ins�, one or both of,the fi)llowillo illethods: I . I?c nurvc:existio:�sUait.ht neck brick or precast concrcle ring sections '111(1 IOW(T C'XlStlllg CilSt il'011 rlllt', Mid Covet•. ?. RCnlovc CXlSling asst iron ring and Iln•nish and set shallow type c:a(it iron ring, 'I'yhc 5, as shown nIl the flans, (machined), or equivalent, designed to rcccivc cxisfing Cover. 1 (b) \tirhen the recluirc•d 1011'C1•Illg is greater than can he accomplished as specified ' ill file ahovc suhlluragrallh, the work will he classified as "Rebuild Mallholc to (irade", which shall he accortlplished by one of'thc following methods: I. Precast concrete Shull lit, removed and reset, I-cillovitlp, one ot. tllulc precast colicrelc Iing� below the Ccxle, furnishing ;Illy necessar.v shallow depth str;61.1111 concrete rinks below (he Colic or Concrete or cast iron adjusfinp, rinks ahovc file (,(;Ile. Tile existing east (roll ring anel Cover SII;III he reset, or, i I'ncce;SUl`y, a Sltal low type ring Shall lie furnished as specified in Item 2 of suh-paragraph `i-14.1 2 (a), 2, 11rick cone;shall he torn flown and rebuilt wills brick, using:;eccentric or Concenlric con(, ;Is recluirccl to sleet Clearance conditions. An eccentric Colic is preferred. Taper on walls shall not he more than 1welvc ( 12) horizontal to forty (=111) vct'ticul. The existing cast iron ring;uocl cover sh;lll be reset, or, i I'necess'll y, a shallow type ring;shill) he 1'urrlishcd WS SpCCHMI in IICnI :� of'suhparagt'uph c;• 14.1.'' (u). I'S-1x-1.1.3 Itidj.ijiti,All m.h Ies: (a) Wherever possihlc, the 11Y;lUhole shall be raised withoul res(•Iling or rehuilciinl", the colic. 'I'llis will be classified as "adjust Mallhl►1C to Oracle". This Shall hc• accornplishecl 1►v adding adjusling, rings of cast iroll, precast Concrete or brick; or an appropriafc ;combination Ihel-col" and reselling the existing Cast iron 1-ml" ;11111 cover. The maximilm allowable height of straightneck Scclion, 111c:Isurccl to fop ol*cast iron ring, Shall he twenty-one (2 1 ) inches unless ofhcrwiSC (lirCCIC(l by file Engineer. (b) When the required raising iS l2,1'c;►ICl- than COIL he ;ICCOI)III]iShcd aS spCCified ' in file ;chow suhp;uul�,t'uph, the wort: will he ClussilIC(I ;IS "Rebuild Milllhl►IC to Gradc" which shall he accomplished by one ()Rile fi;llowirlg methods: i. P1VC!ISt ConCrctC cone shall hC removed and reset,ad(ling ollc or ntore prccw�l cnncrelc• rinks hell;, the colic, furnishing ally nCCeSS;u'y Cl►Ilcl*ctl'(11,("w"I Iroll n(I)List Ing rllll!s allovc Isle cope. The exist ingcast 11'011 ring! ;111(1 cover Shall he reset. ? 13 rick conCS shall he torn(Inwn ;Intl rebuilt with brick, using eccentric of concentric cone as required to meet clearance conditions. An ec;cenlric colic is preferred. 'Paper on walls Shall not be mol-C 111,111 twelve ( 1 2) horizontal to forty (40) vertical. The existing cast irml ring; ;Ind cover shill) be rCS6. 1'S-14,IA The Colilructor shall tiunish all n I'll cri lk required 161- adjusting Mitt rchuildillg manholes. Sui(ahlC 11MICI-MIS Salvaged Cron) existing rluulholes rllay he reused as deeded. li'directed to rcplucc any c;ISt iron itCnl IoLlIl I to hC utlSUitl►h!c through rlo 1 f;IUlt of the Contractor, paynlcnl 161- the nlutcrials only will he made in accordance with file provisions ol'Kcgulutions nl'thc Contract Article VC-21 . 1'S 15. 1 (iglj4j-"t1: The Contractor shall install underdrains whcrc directed. None ore shown on the flans, 1 le shall have an available source ofunderdt•ain 11-laterials so that they uln he quickly obtained when it is determined where and if' they are required, However, such materials shall not lie ordered until directed by the l"llgincer. (.lnderdrains shall lie installed only al locations as directed 1) the I lginect•. I'S-15.2 ! il4_tiflL: I• J'la?�ts�r ►t]sl lcl.r_tti�i: "Missouri I lighway Specifications"Section 1022, with necessary fittings. Title, littillpS 11110 shall he 1i111\1 hitunlinous coated alter 11.1hric,.ltion in Ct1t11l111a11(.0 with the r•e(juircrllents 01' AASI10 M 190. e Diameter of 1lcrforations alter coating; shall be not less than one-.1611rth ('/) inch. 2. tar ;tt1�_I;c,�._l_1t�Sl�,.�It'tt.iii: Natural sand, meeting the requirements li)l I i11 Aggregate, MC IR Section 4. I'S-153 I1)_�DII,"'uCk it: 1. Inslallalion of 1111derdrains shall he in accordance Nvith the details on the Plans, with "Missouri I lighway Specifications" Sections 605.11, 005.12.1, 605.13.2, 005.13.3, and 005.13.41, and in .accordance with the fi►Ilowill,',' items. 2. l_indcl-drains will gencr:111y be discharged to m !the nearest stor sewer li ie or I structure or to the nearest Glitch. 01-11 in storm sewer shall pr•elerahly be ill ullllcrtwo thirds(2,'3)ol'plpe height; in dilchcs, a tnininlunl of'six (0) inches ahovc hotlonl ol'Oitch. 3. break info storm SCAVLr ur dt"Imm"e structure and grout undcrdwairl in Dille into as for I)1-11nch c01111cclion as shimll on tl►e flans. Ilse granular fill beneath 1111tierdrain p1pC to houom of storm sewer trench or structure excavation. f. A section pipe,ol'Icligill:',Fpccified by (he HIngineer, shall he itlstalled at tllc outlet Incl. ' 5, Seal around unclerdrairl with clay near outlet ends to confine water in the llihc. 6. Aggr'c^atc low undcrdrain shall be ('unll)actccl to final selticnlent by lwnding. ,t I'S-15,1 It✓1. asirenivilt 'Ind I',1y'ltictlt: 1111del-drain I'il'c shall he nteasllred ll( r line,u• liurl c(lnllllete i1whidirlp, Irrnchill)". installatiml, hrinular fill alld lxlckfill, '1'S-16 L)AYE14:11.`N.l..�'1A1�iK..11\t;;: I'S-16.1 Furnish and apply while and ycllmv Iherlimplastic rellcctclliied pavement marking matcrials as indicalcd ml the plans. S,'.t>_lti_t►Iz)��it'tl tyfle Shall he used lilr 1111 markings and shall consist elf a 11011101"CnmIS, cxlrucic(I,lltei�lhricalccl ntalcriul (11'sheeiticd thickness;lnd width,which Shull ccrntuin rcllcctive l�lass sl�hclus uni filrnlly(liStrib(tUc(1 thrclugh()ut the cr(rSS Secticnl, and shall he ulll)llCd to the 11,1x( ntent surl;lce by means ()fa lire-c(lated adhesive and hresstu•c. 'I'S-16.? 'I'S-1 0.2.1 (.i4114Cit1: a) Matcl,ials will heccrrlsidered Only 11•0111 ntunutilcturcrs(lfrellect(nii,e(i 11LaStic pavement nl,lrkcrS arul legends, w1w call submit evidence of successful hrudu(-I use uvcl Ills past five (5) years, under CH111,11iC wildili(rns similar t(1 that (&the wm-k to wutiml. h) I?ach wcr-k and syrllh(il marking shall he supplied with a diagraill with each sechm) numbered 10 c(lrreSI)MI(I with the c(1mhlcic(I 111y(1nt. C) The plastic Illarke1 shall 111( 1d itself tc1 pavement contours, breaks and liullts, Illerely lly Ira(f IL'acl i(rll at 11(11111,11 J)MIC111e111 IeltlherIWIVS. '1 he Oladle marker Shall kwo: resealing Characteristics such that it will like with itscll'and with previously applied nwrkiny's of Ow sank c(rmlu)sitiun under n(1r111a1 cclnditi(uls (d,IISe. I'S-16.2? (w'111�t11(rti)tl(ltl._.I�ltlt).i1:t 11i.4t�.{ti; a) As supplied, the plastic, without hrc-c(),1Ico.I adhesive shall 11to he less Ihun 11.00" in thickness. 'I he edges shall he clear cut and true. h) I'LlStie shall be Supplied c(rnlplete with a prc-c(lated a(hesive and an easily rcMuv,thle hacking; shall prOtect the adhesive in storage and fiteilitate rabid applicali(,n. � ) 'I he plastic and ill,' ,1d11('Sl\c Shall he SLIHIcienllN' lice ( Mack so that it can he e,lsily handled withal( the pr(llcclive hacking, and he re-p(rsiti(lncd (m the surkace Icr which it is w he applied. hClirrc permallen(l), fixing it in Illis pusiti(1n will) if (1mvi "Ird pressure. i lie 'I'`;-16.2.3 ,►) tic;)►cl 'I'�'�t: '1'hc plastic shall he 01 such a structure that at a temperature o1" 80" V., a piccc er{" x c)" (with Nicking) placed upon a I" diameter mandrel, nllly be beret Ovvi' the maneh'cl curiil the clid Ii►ccs are parallel and I" aparl. 'l'hcre shall he m, fracture lille" apparent in the upperrllost st lIucc by visual inspection. h) JZ.4•ti�'ktl."J'Stil.: The plastic shall rc:.cal to itsell'when lestcd as speci lie(I. Cut 1" x 3" pit-ces 01,plllslic. (h•erlap lhcsc Ilicccs lucc to IiICC fOl' Ill In-C:l of 1 S(1. Ill, 011 It Ihll sled plate, will). the hacking, material rcmainin&, in place. Center a 1,000 ),ralll ccciplll over the I s(I. ill. overlap arch, an(I place in an oven al NO" , IU" F, li)r Iwo (?) hours. Aficl cooling; to room temperature, the pieces shall not he separable with learillj,. C) C.iLtL ti... )pl►c rc . R.t'tolli.on: The plaslic shall have }.class sphere retention O(laliticS. A 2" X 0" specimen 01" plastic shall he clrt al a right an is Io the heveled cdlp,. nn(I bent panillcl to the hcvcled cdgc of"I "'!" mandrel. While illr spccilllcll i,, Rent, a strip 01' r', wide Illasking talk (siuch as t Itilita)pe, nlanu{"aclurcd I)v Perpnacel) shall be applied firmly Illor►t: the {enpoll of'tile arch (rf mrtxin►►►lrr hence and then rc:nlm,ed, should ally Mass spheres I'cnlaill on (lie masking tulle when the strip is removed, the smilplc Shall he rc,jcctcd. (1) Sljd_1lgtii,slal>w: 'I'hc saclike friction ol'properlics 01"the plastic Shall not he less titan 3 B.l'.N., when lcslcd according to A,�TM I -3U 3-66 . c a r 1 SI 0c ' oa(I "I csl: ,� V x 0" plaslic panel shall he applied to a 3" x 0" I_-.Igul_-_t_.-_h_L_-_.._ _.-.-.... I 1 { I (piece ol,carhol•un(Itlnl c•Xlra coarse emery elolh. or its c(luivalcrll, so that 3" x 3" overlap occurs. 'I'hc application ~hall be such that a pressure ol'50 p.s.i. is placed on the panel lire' all scconds'. 'I'hc overlap ClIds shall each he Clamped with One cad in a IIXC(1 p )silion; a sudden load ol'�O Ihs. shall he rapplied vcrlicnlly to the ,)tiler elld. llpoll illmiccliale load release and exanlinution, Ihcre shall be no noliccahle;dIpping or Iracl(lrc ol'tllc a(lhesi\•c coating. This test shllll he Conducted at a tunlperaturc rrf between 70" F. and 1�U" I'. .51)..L.L�'v_`�l.i�'1►t .1041►��11�: specin►cns shall he Icsted accol-dint,to the nletliod dc-scr•ihcd ill AtiTNI! 0-6318-61T is mndi lied to test the adhesive shear slrcrlpth. The sanlplc�: shall he prepared as lirllows: Plastic samples cut as described in paraPraph 207-336), shall have applied to the adhesive like a I " X i" IliCL'C of :,'ll'b0l"(Illdtllll. CXII'i! Ce)al'SC Cute' Y Cloth, 01' ItS. C(Itllvillelll, S(1 Ihat Owl'c is I r;(I, in, ovcllap at one end 0l'thc plastic specinlcm, n pressure 1 of 50 p.s.i. shall be applied over this ilrca Ohl 11er10d oI'M sewn((',. I.ol.►d S11,111 applied by ripping each Cild of the tcsl piece in a suitclblc tensile IC.St mllchine Such as a Dillon or 1;cotl 'fester, The average of'tlic load rc(luircd to break the adl►esive holld shall not be less than 10 Ibs. The s1)ccd of•Icsting shall be 0.2i" per minute. The Icst Shall be conductcd 11 a temperature of between 70" F, 111(( 80'' F. i'5-16.3 Siti .t.L1.ivats: The Contractor Shill I furnish a nlat)ulilcttwer's Cad IIcation,in triplicate, 11(csting 111111 all materials supplied confin'nl to the rc(luircrnents of tllesc S1)CCIfIC(It1(►1lS, TlIC Certification shall inc111(Ic,o rllav cattachc(I,sl)cci ficresultS()1'Iaboratorylcsts I,orIhc specified physical alld Clleilliul pl'opCi'(ICS asdclernlinccl f('(1111 S,11111)ICS 1'Cpl•CSCI1t lit iVe of,thc lot or lots ol'ther'Inoplastic compound, glass sphct•cs and rcllectorired plastic n1m•ker nm(crial supplied, TS-16.4 M—ic,Asll_ila>;itllcl.1't:4'I.)lilt'1%lll};: '1'hc Contractor shall do all measuring aild pre-marking required 161-application of the pavement markings, ' I'S-16.5.1 A_._1?ItJ.iod-oi I R ml i f-VULVA!. : C'ol(I upplie(I thcilnoplastic nullCrials shat l he ilpplicd to clear,(Iry pavcnlent surlilces, lice ol,dirt and f i)t'cign 111,11(cr, by rc111ovint,the release paper and placing the plastic oil the SurfilCC with continuous pressure fill' I period of about 30 seconds, then panlitting traffic to pass over it. The pavement tcnlpera(urC shall be 60' F. or over, unless Special illSlru(:tions arc supplied by the nlilntICOC1(n•cr 1i01- ill)I)licalion at lcnlperatul•cs below 60" I', I'S-16.5.2 '1110 nlanulilClurcr Shilll Suhl)ly dclailCd infin'nlation c•onccrning any SpCCial ill)l)11Ciltloll I)1'oel dlll'CS. Aiiy IICCCSSi11:Vi1Cll1'iltol'S ll►1'tll(.'i1(IhCSiVCS(.►I'Vili'i(1tIS S)CClill coatings for dil'Ici•elit pavcnlCnl sur111CCS shall he SuppliCd. I'S-16.() Nk th o I__f INA c_a.._s._o_..r._c.. .1 .e.._l 1I: N1easln•cn1clIk ofthc ularking ;uc l;I%V11 on the plans li►r infi,rnlational use only. I'S-16.7 13,I. iti_��.I'I.'ttyltL4:t1.1: I'ayrnent I;)r p;.lvcinent nlarl.ings will he nurd(•at the•Contract 11.11111) sum hid l)ricc Intl S11a11 include III nlulcrial, lilhor iuul inci(IL•rltil items necessary to complete the work as shown on the plans, 1.5-17 OMITT1:1) • 53- TS-18,1 All tral'tic control Signal equipment, rtlaterials arlcl corlstructiotl nlethocls rclaIiIIg thereto shall Conlin•rll to Sectio1902,"'traffic SigImIs"ol'fv�}„ti_�tl.'L �.ttJ.lChtztl 11.5.11(L� itLIS!t1ti.f S>f_L.Itr Its±:ply_ 't r.ltti(I_Lic.(it�.lt,-I!11 (i, except as anlcnclecl by the aciclitiuns, deletions, tlncl substiluticlns of this Article. Where any section of the Missouri specilicrltionr; is so nlodilicd, file unaltered provisions shall remain in cf'tccl. Whcltever Ibis Teclillical Specification shall conflict with the flans, or the Missouri ' S1,111dard Specifications, diese 'lcchnica) Spccilications Shall govern. TS'-18.2 The work of this sccfion shall consist of 111r'nishilIg Mid installing; tra lie control sig;n;ll equipment and materials as "flown on file plants, as scf out ill these 'technical Shecl11ea1i0IIS Intl IS directed by the Owner's aufhorii.cd representalivc(s) to result in a complcic and linisllal Job. TS-18.3 Section 002,:1, "N'laterials", ol' tile Nlititit,1,r.i_ W,1.Lw�it}, (.S+.t1S_lt.tt�11c1I} k modified by adding; the followillp paragraphs: A. Scclion 002.3.s.I , "M till i-C'onductot• ('ahlc", shall be amended by the addition (it'tile 1,011 wiltt": 1 ) As Ill acccplahle alternalc file ( 'on111100r Illay, use ntulticottductorr eilhlc meeting; the requirements of International Municipal Signal Association, Inc. Spc:ci tication No. N-) (1 967) lilr 1'olycthvlcnc- htSLIhItCd, Polyvinyl ('hloridc hickcied Signal Cable. 13. Secfiorl c1O2,3.s..I, "Induction I.00 1 I Mccfor('nblc", shall be replaced 1)),the 1 ! 1i�llu���inl;: 1 ) Induction 10011 dClecto►' cable ~hall he No. 1-1 AWG, TIMIN or THIN. soft dr;lwn, strrandcd c01111er' wire encased in a 11=1-inch 01) vinyl tube with a minimum wall thickness of f,'2--inch. 'I'S-15. 1 Section V02.4, "k(Impilicnt", ol'the L#1►.}cl;Lt.l_�p, ; i,lic;}tiow_liw--1jighN�,ax (_ol la�ll�li��tt. is nlucliliccl 1)y ,uldI lt t , ili�lluwing llar;lfrnllhs: A. Section 00.: A. I, "Signll 1 lcacl.ti" ,hall he arncnded by adding; the Collowillu: I ) The housing,. si);nal hardware, visor:~. louvers,and ICIISCS nlayalso be pulvcarbonale. 2) 1 nntlls lien si);nill section optical units shall he furnished by the I.an►pS lilr I:!-inch Icn�u.•s slutll lie 150 mitts. All other himps Shall he c•leot I I t, ���;It1S. Sigi al I;►l)lps shall be nlinin►unl life r;►tilllt ol'8,000Ilours, �nlxvantccd by the nlanuf;lcturer. I lorivontally mounted lamps Shall he installed with the open scf",lncrtt c,l,tllc lilan)cnl 1111. 13. scclion 90 2.4,4., "Power.14•upply Assernbly" shall be amendc(I by adding the following. I . Thc circuit breaker cahinel as detailed on the Plans fi/r the power supply assen►hly shall he installed on the cxistinlr, wood poleS as shown on the )'Ions. fS-1 S.5 Section(M-1.`I"Conshliction RC(1►lirculenls %o[thc IMi.ssouri`,l;it�(1s11_d 1�4� iii tl.li�lliL shall be allicndc(I by adding the 1611mving: A. Section 902.�.I, "I'll)) Itoxes anO .lunchon Boxes", shall he amended by the addiuml (fl,tile li,llowilIV: I . Concroc pipe, meeting ASSI It) Specification Designation M86 fill- 11(,11-rcinlilrml or M 170 Class 111 lilr reinforced ohsilitable Icnl;th and diarllct,,r, and provide with cable hooks, may be Suhstitutcd lily cltltcr Iyllcs of bull boxes with the approval (1l' the ()\v11c►•'s authorized represc�nlativers). 2. 1?xpansionCasl AB-, swrcnc)thern oplastic Manhole Rinlr.s mid lock Covers shall speci!ically not he allowed oil this proiccl. 3. l)cicle Sul7u:e11011 902.x. 1 A. ' -1. .11.IIICIinll hoxeS ~11,111 he inSlalled of locations Shawn an the flans. They shall he o1*01C Sizes and designs as Shown on the flans. 1. The ( ontroclor, ;)I his option, Ill;l\, Submit Ill writlllr' to file Owllcl% pull box or .junction box designs with m;llel•ials, Shapes, and dimensions dc"'i;ltin1; I'ronl those rc(1uh•ed by the 1)1a11S and specifications 161. poSSible use on thi!, project. The Submittal and approval n►uS1 be catllplcicd prlar 1u 11lClUdim"Such deviating designs Ill the COJIS11110ion hid e e 13. Section ()02,5.3, "( 'ondlnl Systerrl", ;hall he amended by the addition ofthc li►Ilowitt4;: I . Polyvinyl chloride pipe scicdulc 40, lit, approved, may be used ill I ieu 01'61','id steel tlipC. ('. Section 002.5.7, "Wiring", shall he alliclided by adding the following: I . The defector loop wire shall normally he No. 14 AW(.i, '1'I IWN, Str,llIdCx1 nl'a cc►ntirlt.I(Als length front the Spliced connection to the hair OfshicldCd Con(luctors in the Icad-in cahlc. The splices will be permitted in the lellZ,th of loop wir•c heyond the Icad-in cable spliced or controller ICI•IllilY11 When the 1001) wire is connected directly to the controller terminals. The loop wirc shall he protected by a Ilcxible Ovinyl plastic tuhingof3 1I0 inch II), a minimum oft/32 inch wall, I;'4 inch (M. The Shall hecallablcol'resistilig(Ictcrior•atimlfrom oils and solvents. The tuhin}, shall also he hildlly abrasion resistant gand have a slllooth hol•c. The wire shall be inserted into the vinyl plastic and placed into the slot with tle number Ofturns as shown on the plans, or as dircctcd by the 1."llgincct. The tubirl"; shall he of continuous ICIl1�tll ll►Ill the point of splicini; of tllC loop wire to the Icad-in cahic. No splices will he made ill the tuhint.. 2. At the time ofplacing the loop wire ill the sawed slots, the ends ol'lhC Wiling shall he scaled to prevent any entrance ol. moisture into the tubing, 3. All lengths of loop wires and luhint; that is 1101 imbedded in the pavement shall be twisted will it least turns per toot. including Ier1-;Ihs in coadLlits '111(1 halidIMIcs. 1. Tlic electrical splice hetween tle loop lead-111 t(1 the colltrOI Ier llll(I the loop wire shall ;Its() consist of providing a watertight protective covcriIl 1` 1, the sill irecl wires, the shicl(lingoil llie loop Icad-ins, and 1 the end ol'the tubilli; cold: illil1L; IlIC loop wires. '1'le splice ~11,111 he made by the I,611owilig Inc(hod: I henl0ve all lend-in cable covcrin ,s Icavini; li►ur (4) inches insllhtcd ,wire cxposc(1, 1). Rvillovc the insulation from each condllctorofa pairoflcad- in cable conductors li►r one-half (".,) inch and Scrape both copper ccnutu(:lors wrth knife 1.111til hriglt. ® - C. Remove the plastic luhing from the 10c►1► wires lOr ()Ile and One-lrrl)1'O ':!) inches. d. Remove tiro insulation lion) the loot) wires flit• one half(;�) inch and SCrrtl)C both Cop1)Cr Conductor;; with knife until bright. e. The conductot•s shall loe connected by twisting together, soldering, and covered with it screw-ern wire connector. I'. f:'Crllcr all cc►nduCtol•s in a s1)licing nu►Id. The n)old shrill be approved by the I ngincer•. 9. Position llrc s)liccd wires in thecctrtcrofthe mold and fill the MOW with it sealant or epoxy-type resign. The sealant or Cl)ox,y-lyl)C IVSirr alsed Ir)usf he a1►1)1-nved by the I ngirtCCI.. It, Cover the exposed shielding, ground Wire and end (W tiny unused 1001) ICad-in where the shcalhing was Cut, by liquid silicone rubber. Apply Butyl Rubber Polymer Tape sealant between the wires and completely Cover the siliconC I•ubbCr. 5. FXtCrIld sl.IrgC I)rotCCtic►n is required 0n each loot)detector which will Irrccl or exceed the li►llowing requirements: a, l.Jrrit must be a three terminal device capable of,protecting the detector against dil'Icrcntial (bClwCCn the 1001) loads) surges, and against Common n)odc (between leads and ground) surges. h. Unit n)ust he of the inductive tvl)C with a maximurn DC resistance of 150 milliohnrs. C. knit in(IuclanCC nlutit be al ICasl It n)illihcnrics. d. Ulrit mast withstand repealed 400 ampere surges, C.. l Trait must he a two stage dCVicC Cal)ahlC of*Clar)rping 1 25 ampere surge lo ?U volts within 40 nanoseconds. Surge applied across the two detector leads. C. Unit must clan)p n ?50 ampere common mock(between leads and i,rouncl) surgC 10 '20 volts. 6. The controller Ctahinct must he furnished with a suI-b e IITCStor on the A(' service which rnccl'�, o►'exceeds tlic I*►Ilc►cvillp, rcyuirelncllls: 11. (lrlil must lie Capable ofwithstandIng repeated?U,UOt1,1►ilpere surges (nlinirllunl 01'2{). 11. Unit must have internal fidlow-cul•rcnt limiters (resi".fivc elcnu�nts). C. Ullit 1111ISt C011tiiill 3 ilCti\C elllllll)iIlg StiQICS Illlllillltllll. d. Unit must scW-cxtinguish within 8.3 milliseconds after trailing edge ol'sur(;c. C. 1)IRIIlel impedance Of I limiters nluSI he less than .l 5 ohrtls. I) Section 002-5,M. "fainting", shall be arnclided as toiiows: I . All exterior metal harts of the signal heads, including ® mounting brackets anc? other hardware, exec)I �IcLcitr routti, p jti-idQ-an l (►.ilt_�-Lu ()l.viSOI-S. Icnn ers,and backplutes, shall he primed and painted with a standard Federal fellow enamel. D-U, ►r_f•r(qlls, ilt�icic__It11_�I �►�(tii(I� of visol•s, IOIIVeI'S, and hackplates shall be painted Ilat black and in their entirety, except backplalcs construciccl from black thermoplastic material. ?. I)olycarhonate componc ills. i fused,shall be the game color as specified li►r fainted metal harts. '1'S- 18.6 'I•u Ilk Sigrl-,tl (!1im,l.i _)_tLl'(Alici c;: I . During the course cll' tiignal installation 'Illd until the signals arc placed in operation, I fitc .. rgdLo^i mrw:d t�\�l} fi ►( 111 i.>hhr(_�� I i1 itl; t raft IC. When rcucly li►r oper'ation, the\' shall be seeurel`• filStened into position (acing toward approaching tra(lic. Atler the signal installation is c01111lete, the ('ontractor nlay put file signal in operation li)r test purposes only. I lowevur, the signal shall 1101 he• put iuto 11cI.111a11CIlt operation until 111111101-1''/.at1011 i�! l;IVCII by the O\\'ner'S al111101•iMl rel)l'CSelltatlVe(5), a. When the('untractor is cerlllin the[nif•lic signal Control lei-and control accessories In'c \vorl:ing prope1-l.,',and all sil.;nal cduillillcnt is properly installed, he shall make an inspection i11)11O1rlllllcllt with file Owner's authorircd represerltativc(s). h. Afle'a thorough inspection of'the signal C(luipment and Installation, the Owner's authorized represeltativc(s) may authorize the Contractor to put the signal into pe•nlzt►lelll operation. This nuthorizatilin will be given if' all signal equipment is working; properly, ot'i1'pllb1ic salcty 1111d convenience warrlulls the operation ol'the signal belil►'e all corrections have been made. C. A written Cot 11 Ill Lill iWtioll Colifirming, the permanent signal operation 1lulhol'1%1111(111 1111(1 the firi(lings of the inspection shall be prepared by the Owner's authorized rel)resentative(s). The findings of the inspection play include the acceptance and approval of the signal or a list of signal or a list ofsignal deficiencies to he Corrected. d. If the inspection finding contain a list of signal (leficicncics, the Contractor Shall correct them as soon as possible, if the signal must i be put on flashing operation or clllnpletcly shut down t(1 make the necessary con-cclion, the ( olltl'aCl(11' Illust rccei ve authorization from the Owner's authorized rcprescntativc(s) bCli►rc this action is taken. When the C'ontraclor is certaill all corrections have ben made he shall again make an inspection appointment with the 0micr's authorized representlltivc(s). Aller the final inspection of'tile signal, a written Con111111111Ciltl(111 COill11'111illg the acccptlulce and approval of the signal S11,111 be scat to the. Contractor by the Owne^S authorized represcntative(s)at the end ofthe 1-5 consecutive;clays of'ope'ation of said c(luipnlcnt. TS-18.7 Cltlet !]L44iLlcl 1• �i�r..s't.�tl: a. The Contractor is I'Cllllil'Cd, until the CIl(1 01'111C 011C yCal' gllili'i111tCe period covered by the Pe'lin'ina11CC and Cillill'alltCC Bond to: I . l;uara11tec 1111 traffic signals against (ICIcClivC C(fuipnlc111, nllltcri 11S, and w01-kn1a1Iship. 2. Mainlain all traff is co11tl'ol signals ill Connection with speci Fie itCll1S CllllillCl'alC(I ill paragraph TS-11.7.2. ' h. This re(luirenlellt applies to all lNIMIC control signals undcl' this contract. C, The intent is Ihal ;it the end ol,the one (I ) year guarantee period the Owlicl' will have properly Operating and serviceable traffic Control w signals; that deleetivc equipincut, materials and workmanship will have been con-ccled, and that any necessary I'll itintcnance in conneetion with specific items enumerated in paragraph '1'S-14,7.2 vVel)lel- or not clue to deft-cis in Contractor's materials lend workmanship, will have been accomplished. All materials and installation till• Such work will be a the C'ontractor's expense. 2. (�l1Slj11i►�` �2,�s1!!!_l:lll _���1:15�1.L�r1).� Ally adverse conditions which affect the use, Function, operation, duality or file of•the traffic control signals shall be col-recled, including the following: it. 'I'ral,fic control Signal equipnu',nt nlalCunctionS; including, but not hillited to the following: Signal Con IrolIcr nllIflunctions;veil ieul'lrand pedestrian detector malfunction; electrical cable nlalfiulctions; and fililure of toff is Signal Units, poles and mast arms; which affect the Function and sale operalion of the traflic Control Signals. b, l � ls�5i�►�a;�: "I'hc 1,611mving conditions are excluded and are not considered the responsibility ol'lhe Corllraclor. I. '1'ral'lic signal lamp replaecnlcllt due to 1,111111 horn-out. 2. I)anlage to II•af(IC corlt'ol signal ccluilimcnt and nllrtcrials resullillg Irons acts of vandalism, traflic accidents, natural disasters, or Street cuts or excavation within the right-o('-way ofothers. 3. it. All Corrective and maintenance work Shall he done born ltiy a x1n 1 I 1 notification by the Owner in order to prevent unneccssilty inconvenience to file t•ilveli%,1 public Ind to tnirlirniic traffic safety hazards. h. All work shall he in Iccordmice with these specifications Ind the higlicsf Standards and InelIM(IS of(hc ta1•fic control Signal industry, Tlic Contractor sh,111 submit hiS proposed methods and designation of equipment ilnd materials to the Owner, ((11' approval 111 advance of' Such 1Vol'k. 'fS-IK.�i luulti.tL5: The Contractor shall Curnish, in triplicate, a list of equipment and Illilfcri'lls to be illstalled, ShO\VIIIg 11,11110 Ohl) W1111Cllll'er,catalllg or descriptive distil, 'Ind shall furnish munuluclurer'S c crtif icalions,In triplicate attesting that ills nu►terials supplied conti►rm to the requirements of•thesc Specifications. ' -00- '1'S-1 8.9 W� jU,,,Ly(W : All Nvork covered by this Section shall be done to the lines shown on the f tans or as directed by the Owner's authorized representative(s). The Contractor shall he responsible (or all field layout work subject the approval of the Owner's authorized repn sentative(s). I'S-18.10 Dili(>_is?J �s'�tS tllctt.t: 9dh)sljJ tsln shell I C()Ilf 01111 t0 Section ()02.$, "Method of Measurement", of the 1986 is sjht-'L 1iL]J11S Sp'cjai ill is S?.1: lylt gJwmJ.- ?� tt c ' ► . I'S-18.11 J.i!ttdLo-llltyti1m1: Accepted traffic control Signals, mcasurcd as 1 lrovided, shall be paid fOl-at the C'()rltl'aC( unit price f6l•each o1 the hay items included Ill the Proposal. iNo direct payment shall be made ibr any incidental items necessary to complete the ® work unless specifically providcd as a pay item in the Contract. 1'S-19 ()MI LU"D I-S-20 J'-UNt' '1'S-20.1. J3 '1 .�ttL4�13.4.~ 11►1 'I '�i : Wherever existing fences lie Within the construction O limits or wherever shown oil the plans, the Contractor shall remove and store the lcncirlg; dlrriDg the C011S11'UCtiorl (1f that portion of the project that 1S In Conflict With the fence. The Contractor shall take care not to damage the ICrlClllg I11atCri,11S during; this operation and shall be gully responsible Cor any damage to the fencing materials caused by his operations. Any damaged materials shall be replaced by the Contractor and at his sole expense with new material equal to that from which the tcnce WilS constructc(1. The lencc sh1111 he reconStl•uctcd in accordance with hest accepted lencing practices. All posts shall lie Clcancd of existing, concrete and rc-set in concrete. Prior to 1'cilloving ally I01ce the Contractor shall Contact the property owners So that they may take necessary steps to confine any animals or children normally kept within the Ierlce. It play be necessary fir the Contractor to erect temporary fencing during the period bCO'CC11 the actual construction and the rc-setting of the permanent (61Ce. Wherever this is necessary so that the property owner can retain normal use of his yard, the Contractor shall provide and erect suCll temporary fencing at no cost to the Owner. ' Removal and re-selting .)I'fence will lie paid for at the ulllt price bid per linear toot. -61- TS-20.2 J:'Ilaornirvy '-M.'tW, Wherever permanent fencing that is usc(I to contai►1 small childrCil Ol' aI11111i1I5 111LISt he removed to 11CCO1111110di1te COIISII'llCti011, the C011t111001, Shall crecl temporary fencing stiitahle to perform the Function of the permanent lence until the permanent fence Call be restored. The construcli011 01'tile temporary (c►1(allg Shill) Ile coordinated lvlth the property owner t0 cause as little incorlv(:nicncC Its p0ssib1C. Ill DO CaSC 8111111 SUCII area he ICfi ulllcnCCd ove' It weekend or for more than one weekday. At the C'ontractor's option, makrials froril the existing 1ellCC ►nay he usc(I lur th(, temporary fencing. I lowcver, the Contractor will he fully responsible fill- restoring the pe•nuulent fence in condition at ICaSI C(lual to Ihlit prior to Construction. TC1111poraly fencing will he Suhsidiary to the other itCnlS elf C(nlstruCtioil. I'S-21 TS-21.1 U. The Contracinr Shall submit, in triplicate, certificates of'Compliance fi-(ml manufiicturcrs, producCrs filhricators and suppliers of items to he incorporated in the work atteStillZ; that all i1cll1S and materials supplied in connection with the work (.-oil f`61`111 to the rCquirelllcnts O the SIlCCificati011S, W S providCd in the various Sections ol*tIICSC Sllccilicati(I !. h. Whenever the items so cerlilied deviate from the rcquiremelts of the Specifications, Pliansand otherC'ontract Documents,thell the Contractorshall 1)011lt out Such deviation ill talc Icticr ol'transmittal, l lnless this procedure is ® I'011OwC(I Ilnd Such (deviations arc Specifically icually approved by the Engineer in W writing,then the I:nt incur'siapprov;ll of'tiuch certificatiollS will 110t cunStitutc approval of'tile deviations. C. Said ce•tl Ilcates Illa y be ace'e'ltcd by tile: Owllcl• dild lal('iliCCl HS adC( LMIC � 1 � 1 evidence of, ('ompliance with the Contract Documents. however, at Its option, file Owner may test any ol. all ofsaid items ii►i'compliance. If l61111d t0 Ile Ill Compliance will) the ('ontract Documents, the cost ol'testing will he bornC by the (_)Wiley. If li►un(I to be not in compliance, the Contractor Shall pay 161. such testing. I'S-2 1 .2 1 ST4lU:�tl]�tll ?1<LLIJ ic�l i(► �,,_ 1(il)_I.�I;���:1ll illl��_ I cti ;; a. Speci lie rC(luirements 1ol'Corti Iications, Shop drawings and testing are given in the 60110wing Suhpara�L;raphS. -02- h. Manilfirctured itelIIs,as 1611 ►ws, will require eerti ficates of colIIpIirillcc, wills Shull drawings, catalog data or inStallation inslructior►s \%'Ilcrc so iridiCaMI, I , Reinf6rccd concrete Dille, fittings and specials, (Shop drawings reduircd 601-all fittings and specials, ifICllldlllg bNII1CIl connections, and riser manholes.) 2. Joint materials for reinli►rccd Concrete flint. 3. Coi•I'LI gated metal pipe and underdrs.1ill li lc, fittings lir►cl s )CCi;Ils g 11 II I (Shop) drawings rcgc►i►•ed sill•sallle itcrrls as in item I ahOVC), 4. 1XICHIc iron, cast iron, vit►•ified clay arld Coppa Mille and fittings. 5. Brick and mortar. li. Precast Concrete manholes and inlets. 7. Reinforcing steel and welded wire fiabric. 8. Metal work (Shop drawings raluircd Iol- filh►•ieated itCIIIS). 9. Iron castings. 10, Seed. 11. Sod (Considered as manulaCt(lrcd material lm-conlphance purposes). Engineer shall be given the opportunity to inspect and field pI•ior to delivery to project. I'. Fertiliicr. 13. Gabion baskets. 14. Fibet•cloth. 1 c. Rock and sand products will require certificates ofConlpllanCC, as follows: I . Stolle for gabion fill. ' d. Backlill: It is reco:,niied shat, clue to mixing of'types oI'materials frond in City constrclCtic►n. it play soniclinies he dil'liecdt to correlate ac•tutd ' performance with test results. The Fngimm- may makc notations of'\vniver Oil certain field rlloisWI-C-density test reports when, in his judgnlclit, the -63- Specification requirements have been met on the basis oi'visual inspection and the lest reports do not truly indicale the field condition, I lowcvrr, the Contractor will lie fully responsible for settlement ol'hackfill Its provided in Special Conditions Article SC-3. C, Concrete: I. 'I'hc aclual mix propurlions shall he (Ielcrnlined by the Contractor, bused em sttisf letory experience with the proposed materials and MCIB nlix. Mix proportions, typical test reports and complete data ()It materials and plant, supporting their acceptability under the SpcCifications, shall he subinilled to the I nfincer• in triplicate For corlcurrCrlcc before beginning concrete work, 2. Acceplance of Concrcle I'm- strength shall he as stipulated in Article x.01 of MCI13 Section 5. a3. Air content shall he measured in accordance with the rcquircrllcll(s of AS'I'M C 173, A. Visual inspcclio ns and(csts li►r pel-1,01'lllallce of cOnucte Illay he made by the Lnginecr to satisfy hinlsuli' that Consistency, all' Content, minimum compressive strength, 111atel-I,IIs, gradafioll and cement content aI'c IIl e(►I111)hllllCe witl1 Speci Ileatioils, Such inspeclions an( tests will he in accordance with MC'll3 131,111ctin No, h, "Concrete Inspection" and the applicable parts of MCIII Section 5, "C'onacte Mix Design 'fables". ' f'. Asphaltic C oncrelc Mix:'I he provisions O'hem I ul'Subpar;li;rupll S-2 IA(e) "11,111 apply IO asphllll is concrete mix, cxCCpI delete the rcfL�rCnce to"NIC'II3", I'S-21 .3 I_'s1�11L'ill: No payment can he made to the Contractor utlless the City is in receipt of C'el'l l f,call's ()f U(Illlf 1l InI1CC Il>I' ;ll I I11,1106,11` Il)StahC(1 10 (LAIC. rI'S-22 55:.1.I1JILL►_, c E Svc)R I'S-22.1 ( j1W1'�L1: Schcd(lling, shall providC {lit' the IC;lst I?ruCtiC,ll inconvenience lo the traveling, public and to residents along file project. I',S-22.2 �11�211llti�1�11.31114I(�i►i144l1'1'�'11.4'_4; 11001-c work is slartc(I, lhC Contractor' "hull pl-cparC a dctailCd SCIMIuIC c11' ,111 Cnnsh'uclion opCralions that Shull nut clrlly itldicutc the sequence ol'the work but also 1110 61111 IWSI,11'61)�; un(I C01I)plClion ()I*ench purl. The SChec{uiC shall he Subnlilted to IIIC I?llgincur li►r' his (;1111e111'I'Cll(:e. -(r1- I'S-223 NY jlll4'a'_ I_�!!(.I?�!�U1t: If'thc project is Shut dclwn over a tvinlcr, the ""C', ~hull he Icft ill a safe, passable, and accessible condition fill• the winter. The Contractor shall maintain traffic and access over the winter Shutdown as provided in paragraph S- 23.2, ']'Ile Contractor shall nMilltain Ike, project over the. winter shuldown pe,riod in Such nlarnlcr that there will be no undue harclsllip or• inunlvcniCIlccs to the ' neighborhood residents or traveling public. Ma1111oICS and valve boxCS Ilr•cljectinp; above the, base shall he rallipcd with temporary brtnlllirl0I.IS COW-Illrx 01" asphaltic Conacte ill ordel' to filcilitate the City's snow plowing, Access shall be provided to all houses. ® 'I'S-23 MAM NAN.D'l ()1?.I It11 jj"NI>�A('_C_'( : FS-23.1 C,y4�>J_tt : The Contractor shall conduct hiS wol'k So ;IS to intcrfCI'C as little aS; Possible - � p with public travel, whether vChiCIII;II' or pedestrian. Whe,ncvcr it is accessary' to Cross, obstruct, or close roads, driveways and walks, whether public ()I• private, the ('on1111CIr Sha11,al his own CxpCII.SC, provide;Inca maintain suitahlc and sale ht•idgcS, detour's, or other tctltporary Cxpcdicnls fi,r the accornnloclation of public and private travel, ;Ind Shall glive reasonable notice to owrlcl•s c)I'privatc drives before interfering with them: provided, Ilclwevcr, that such maintenance ol'1ra17ic will not he required al ally point where the Contractor l)as ohtallled permission I1'c)m the owlicr and tenant 01'private property, or from file aufhorily having; _jurirxliclion ovcl' public property involved, to obstruct trat'lic at any designated point thercotl and (i►t' talc duration of 10 whatever I)ct'iod 01'6111C as may be a};rcC(l upon. The C'ontiaclor will be required to make provisions 161.or maintain local Iraflic. I le will be expected to make reasonable cffi)rt to provide access to all clrivcs ~whenever possible. and particularly when work is not ill piogress. Ile shall provide 161• ClllCl'l_',CIICy VChICIC ;ICCCSS to ally pc,lllt al all lill1CS. The Contractor shall prescnl a work schcxlldC and a plan 161' l)anclling (111[14' fill' review beli)re colnnlcncirll; ;Illy work. 'I'S-23' �1'1t4�1 �!s![li.._N_.1�1..1tt_I'r�,.L,C�titi: TIIC W(ff< shall be cicancd 111) al the Cllcl of each working day, and Ic niporary Surlilring shall he placer) Such 111.11 access will hc hao to all driveways (1111-ing the night, weekends, holidays, and other days when wort: is not ill pro} less and wheal Il)c stake o! tl)c work dues not directly inlerlere with the drive. The I?ngincer, at his discretion, play gr;lnt s1wrl•-tcrin Cxceptiolls to this requirclllem Ill COIII)ccl►on will) p►eparing, Sub-grade and paving, 1'S-23.3 �'S)1Lt�l�'!_�.'_SL;tiull: 'the Con(I'MI(r shall dcsil;11a1C .1 persi.,n (with phone number) who can he called by the City cllu illt; OIL' llif,ht, weekends, holidays, and other clays when work is not in progress. The Contractor will be responsible, through this person, tilt' ' making such temporary rep;urs durin11 S;Iid perioelS aS nuly he necdcd Ic) Alert the rcquirclncntS of'llarat;ral7h -0 pri)visic,lls t+l'MI IT CD' Part VI, il1)1)ly t() Illis t '(►nlrllcl. 211 kJ-.R-1U.'\kJ-.R.l_r'1(JN.N 'I. Where rc(luired t0 1)r(wide access and \yhcn directed by the I"llyineer, the t '(►rl(ruclt)r shall provide tenll)(1rirr'y surl•ilcing cilhcr Of Crushed `Moue 101. 'i c1111)(11-ary Sul-f Icing (Ir 0f Asphaltic Coll rcle lilr '1 t:1111)(ll'ary 1)(I1file111l; as directed by file lil)(,II1('el'. Such tell11)(wary 1)"ImIletlls sluill be maiiltaii)ctl 1)v the ('011tl•ilctOr in a Si1fL, rcasl►1)ilblV Slll(will e(►IlditiOtl as IwIl" as they are in use. Crushed Stolle fi)r icnllu►rary surfilcinp;shall Il1CCl file rctluil'c)lcnts Ol'1)aragral)11 1007.2 OI'Missmiri I liphwny Specilmitiuns fi►r 'I',y1)c 2 Aggregate, GradlitiOn A unless the Ii11}61ICcr agl'ccs t(I a (lilTel-alit pradatimi because OI'sile conditions. Asphaltic cc►)crele 1,61' (cn11)Orary surfilcirlg shall be Typc I base as specifiecl in Article 3. Payil)ent fl)I' tl llll)OI'ilry sul'flcinp, shall he at Ills ullil price hid per 1011 ()f material. Measurement will he un file basis ( ,delivery tickets. Adequate precau(ion Shall be taken l0 u)sure llliit CXCV';srye dlP;( dOe'; not I)CCO111e airhurnc dtu'ing CmIstruction. 'I'll(- Cmitr11ct0r shall c•(IIIII)ly with illy regulations Of the Missmiri Air (.mise1'vali011 ('011lllliSSi0r1 Or lu(ler'ill go Vel'lllllelll Which appl\-' t0 1111s inalter ill the geographical '11Y.-a Oi'thC work. The determination NS l(t 1S"hetlel'CXCCSSIVe(lust is hec011litlg airbOrlte shill( he by the I.nginccr, l��hen chrecled by the FAiginecr, the UmifracfO -shilI take a111)I'O1)I'{(Ite(lull C011ll'l)I I)1Cilslll'CS SnllSlil(:Il►1'1'lt) fill' 1',Ilf!lileel'. j�}t)hellill'ilte I)ilVnlent will he )lade fn{' 1)CI'fOI'nllil ! (lull C01111-01 Or li)r 111)1)lying walcl' 1,01• this purlmsc. rs-2r► I'lL?I' LI'} c�Lzr��l_i '� ��.�. 1.(..)rv�_I_n l:A 1 /�_►_'JQN: 11 shall by the resl)unsil,llily of OIC ('unlrild(W 10 pnoccl ;Ill pr(yurty 1111 confers and land suI•vcy c01'nerS and at_ccssuries. S110111d it he necc:. ,ary 10 diS1111-1) ally such 1)10nulllclll, whether slake., ))ill, bar, disk, bm, or Other, It renwins the reS1u)1lsihil;1y 01•the 0)[111aclor 10 reference such null'kers priOi tO renu)yal, reset 1110)1, 11111 file sued relocations Or 111011(I111CII iltil)Il (IOCtnll(Alts ifs the (1111' I'e(ltllres. Any Such I.O'CIVIICeS, VC1110vnI, 1C1)lal'elI lei)I ill)d (:edif Cillioll ()[111t)r1111llen(s shall be 1)er161111t:cl by a hvellsed ell).;Inver Or land surveyor, I _7 ULAN_P: TS-27,1 The ('On11,110(w shill{ nut allow the site 01'111r W01'k 10 hec011{c 1111ere(i with trash and wllstc Inaleri;ll, b111 5111111 i ili)lilill the site ill it )will anti Order(}'c011diliOn dlll'ing the OI'01;1'CSS t)ftle ll'OI'k. The t 'OI11raC1t►I'shall, i1S dll'eCletl i)y the I'.11pilleel', rell)( y(' 1'1'1)111 i uhbish il) l)ublie 111( i)rivlte 0 ',I( his Own ex )eilsc, ;Ili 1c10l)(w, InIctilivs, r illld wasie 111ilteriill" resulling 1run1 his 01,erlti0il. r -00- TS-27.2 I'hr. ('ontractor shall(►Ilcn;old clean ;III cxislilll ditches and culverts wilhill the right- ol=wav and casenlcilk, Icavi11}r, IhcI11 h-CC froln 1111 CXecss nlud or kilt.(hill, brush, or debris ()f,llly kind prior 1(► final al_"ecl►lmIcc. 'I he ('ontraclw. shall (:loan 111) 1111 dirt I'VOIll INIVCxl `UH'OCCS, 1101 011MVill},1 SIIll(.' 10 IMCk (ill Ihc I'midwily ()1' Create a traffic nuisance. No direct payment will he made I'M wm'k wilhtn the scope of this Article. .1.5 ?+; ' ' � {'I' (' � (� '�; ti' (>!' (;Ic iN� yf.�� it.l;►?"L.?).c.iN . All exisfin}, tral"fic signs, stub signs and sheet signs in the way of the work shall he Carefully rctlmvcd by Ihc ('ontractor in accor(hIIICC With (hc rc(luircn)cniti of NIII)'1'(.11). The required ('unclion of'sto11 signs shall be preserved by the contractor e whcno'cr a street is o11en to Irallic. All signs shllll he re-insiallcd 1611ming file construction. No se11arnic payment will he rlladc lily this work. TS-2Q.1 <.i_41141s11: "9'his w(►rk shllll inclu(IC collncctirl}!,cXistingdownslwul (111611s through and info Ihc 11ru11mcd curb, curb and guller,or storm scm.l. filcilily. The location of solllc (1mvilspma draills nlay he shown u11 the hliu►s, but outer draiw, may exist that are not SI10WI1. 'I'hc contrlcto►•S shall be reslulnsiblc Io connect all downspout drains re};lu'(llcss 01' Ilethcr Ihcy :u•e SI)MVII all the I)hMS. I'S-?O.' (_'-S!Ihlt't1�'11�!.111\14'lltt!el The contractor shall exercise Care in rcrllovillg existing Iaerlities till NS 10 Ill l Ili l MI/C dillllil}!c'tl►('X ISIill},(11111IIS, (il'llc'I'(Ill�', I1C11'Illiltel'lill Of'the Silllle di IllI(1el',IS Ihc ('XiSllll.P, (II'dill SIM11 bc' U."Cll, As approved by the owner, the I- Illovcd pipe nlay be cleanc(l and re-use(l. I'S-2O. �J�> �)ir4 t-�';llail !>! All wm-k assuciulc(I wllll conrlcctingdowr)spout drains through or into the proposcd curb. curb and t,uttcr, or Sturm scwcr facility shall he subsidiary to file it(2n) to Which it is Connec►cd. No direct payment will he made. 'I'S-30 Sll(��{1)1111:1'-_IJ'I_'�1`>: ' FIIcrc arc srllal) dents rk spcc:i f ic(I IICI 'i I1 o►• I11n1 arc incidental lu Ihc other'C011SIRICti011 lily which nu hill items arc given. "l'hesc heals and any ilcl)1 li►r Which uo hid item is given shllll he CoI1S1lICIVd sllbsidiarN•arld their cost shllll he inehl(led in the hid price( l'othel.related 1 items (d,w rl;. .07- 1 CITY OF JEFFERSON STANDARD SANITARY SEWER SPECIFICATIONS 1 1 ■ 1 1 1• 1 1 TABLE OF CONTENTS Section ' 'P 1.0 General 1 2.0 Materials and Testing 1 3.0 Grading and Site Preparation 6 4.0 Pipe Laying, Jointing and Testing 8 5.0 Manholes and Special Structures 13 6.0 Pipe Encasement and Collars 15 7.0 Backfill 16 8.0 Turmcling, Boring and Jacking 18 9.0 Acceptance Test for Sewers 20 10.0 Seeding 25 11.0 Pavement Replacement 26 12.0 Measurements and Payments 26 13.0 Subsidiary Items 29 OCTOBER, 2000 MMUN.�S SS-1.0 '►a.��1"-A 1, SS-1.0 Sarlita1'1� scwcr conStruCtiorl shall consist of furnishing all labor, nl,tler•iklls and equipment for•the complete installation ofscwers and appurtenances in accordance with the City Standard Drawings, Plans, General Provisions and Covenants, Street Specifications and Standards, and these Specifications. SS-1.21?��11rtlls?tl Me►�,I]li4ltlLLL: It is widcrstood that throuf,hout this section these specifications may he modified or• deleted by appropriatc items in the Special ® Provisions or notes on the contract drawings. ■ SS-1.3 1��1La.�]1 tL Lut�l,ttslti: When reiercnce is made to a Stand;u•d Spcci fication(ASTM, AW WA)tile.specification retuned to shall be understood to mean the latest revision of said Spcci f ication as anlende( it the time ol'the Notice to bidders, except as noted oil the !'tans or in the Special Provisions. S4 _.t lYlL1..l.L, �l-_�.�_>�LLI_I_,� SS-2.1 ,,Qc►f)s.: This section governs the furnishing ofall pipe, fittings and other materials as required to complete the work as shown on the flans and as provided Im in the Special Provisions. SS-2.2 C,.vnvn11: a. Requirements: Furnish pipe ol•materials,Joinl types,sires, and strength class indicated and specified. Higher strengths may be furnished at Contractor's optiOlt, at no additional cost to the; 0%\'nCI'. h. Maimfi►ctw•cr: The ilmnufactUl•cl• shall be experienced in the design, rtl;u1111aCturc and conlnlerc ial supplying of the specific m;ltc1 11 C. Inspection ;n d "testing: To be per161-111Cd by the manU(acturcr's duality Control personnel in c:onfi►rnlancc with applicable standards. 'Testing play be witnessed by Owner, f`.nginecr, or approved independent testing laboratory. I )pull request of the Owncr, and prior to delivery, the Contractor shall eprovide three (3) copies ul'ecrtificd test reports indicating that material does Collli►rn1 to the specifications. r t � I SS•?.3 Vj111(j Sl_C,1�1y_1'_112_Q:Conform try ASTM C'-7(1(), except �lti otherwise specified herein. a. General: Furnish maximum pipe lengths manuf ictured by the supplier,except for tittings, closures and specials. 1). Design: Provide ASTM C-700 C?xtra Strength pipe and fittings in sizes 18- inch and smaller. Provide either ASTM C-700 Standard Strength or Extra Strength Pipe and fittings in sizes 21-inch and larger as specificd by the Owner or F,nginecr. Standard Strength pipe shall be designcd for Class B I3edding in accordance with ASTTM C-12, unless otherwise noted oil the Plans. C. Joints: l,lexible b asketcd joints for bell and spigot cla Y pipe shall be compounded ofhig}1 (lualitypolyw-ethane plastic banded to both the bell and spigot ends of the pipe and properly molded and cured to a uniform hardness and compressibility to form a tight compression joint. All bell and spigot ejoints shall conform to ASTM C-425. d. Fittings: Provide fittings, if specified, defined as tee or wye connections suitable for assembly to house or building sewers similar to W.S. Dickey Clay Company "hernia-T" and "Pernla••Y SS-2.4 j�uefi e r) ('ipc: Conform to ANSi A21.S1, cxccpt as otherwise specified herein. a. Design: Design of pipe shall be in accordance with ANSI A21.50 laying conditions Q or F. Minin)un) wall thickness shall be foi-Class 2. b. Joints: Mechanical and push-on joints for ductile iron pipe and fittings shall conform to the requirements of�ANSI A21.1 1. Gaskets shall be neoprene or other synthetic rubber material. Naturld rubber gaskets will not be acceptable. C. Fittings: Fittings shall be in accordance with ANSI A21.10 and shall have a L b pressure rating of not less than that specified fir pipe. Fittings used with ductile (roil pipe ,hall be duetilc 11-on or cast iron. Fittings for pipe with mechanical joints shall have mechanical joints. Fittings for pipe with push- 011 joints shall be either mechanical•joint 01• I)Lls11-011 jOi 1 . Furnish all specials, taps, plugs and wall fittings as required. SS-2.5 ia)c: Conform to ASTM D-2�80,Ll l n C 01 I? except as otherwise specified herein. r • 2 a. (JeneraI: furnish maxi Inum pipe lcngthsnlrunlfilcturcdhythcsupplicr,except Rir fittings, closures and specials. h. Design: Pipc to consist of' two concentric thernio-plastic. tubes integrally braced across the annulus and with resultant annular space filled with inert material to provide continuous support between inner and outer tubes. C. Joints: Collar joints for A13S Pipc and fittings shall hc 'I'pc SC c)r'1'ypc OR ' and shall conform to the requirements ot'ASTM D-26811. Type SC is a solvent-cemented joint in which hills solvent cements into a coupling socket to form the joint closure. Tyt)c OR is a flexible gasket joint for ABS pipe and special manhole connectors, 111 which a gasket is compressed between hihc and a belled coupling to form the joint closure. Gaskets shall conform to ASTM C-443. Gaskets shall be neoprene or other synthetic material. Natural rubber gaskets will not be acceptable. d. Fittings: fittings .defined as tee or wye connections suitable for assembly to 4-inch or6-inch llouscorbuilding sewers shall be saddle-type fittings molded ofrigid ABS plastic. SS-2.6 Reinforml Plastic Mortar Pllle: Conform to ASTM D-3262 except as otherwise specified herein. a. General: furnish nlaxinit.►nl pipe lengths manufactured by the supplier, except f`Or fittings, closul•es and specials. b. Design: Pipc shall be a composite structure manufactured from siliceous sand, borosilicate glass fibers and catalyzed isophthalic polyester resin Without organic filler. Pile shall be immune to sulfuric acid formed by completion of the hydrogen sulfide cycle when installed according to inallufdcturer's recolllllielldatiolls. C. Joints: flexible gasketcd joints shall be compression type with a gasket confined in a machined groove ill the spigot end of the Pipc. Oil resistant trubber gasket rings shall conform to the rcyuirements of'ASTM D-1869. Gaskets shall he neoprene ol•other synthetic material. Natural rubber gaskets will not be acceptable. • 3 d, Fittings; Fittings defined as tee connections suitable for assembly to 4-inch or 6-inch house(it,building sewers Shall be saddle-type fittings of rigid ABS plastic or PVC plastic. SS-2.7 L'jy Vinyl Chlori�J 'VQ Sewer Pike: Omlbrm to ASTM D-3034, except as otherwise specified herein. a. General: furnish maximum pipelengthsmanufactu►-edbythcsupplier,cxccpt Fittings, closures and specials. b. Design: The minimum wall thickness fir PVC Pipe shall conform to SDR- 35. Pipe bedding shall con(brm to ASTM D-2321 for Class I materials. C. Joints: flexible gasketcd joints shall be compression type with a gasket confined in either the spigot end or the bell end of the pipe. Rubber gasket a rings steal l conibrm to the requirements of ASTM D-1 869. Gaskets shall be neoprene or other synthetic material. Natural rubber gaskets will not be acceptable. d. fittings: Fittings defined as tee connections suitable for assembly to 4-inch or 6-inch house or building sewers shall be saddle-type fittings of PVC Plastic. SS-2.8 j �tc�-i > > S ccl.: Reinforcing steel shall be placed as shown on the Plans and shall ' conform to ASTM Specifications as liollows: a. Bars and rods shall be deformed billet-steel confirming to ASTM A-615, Grade 40. h. Wcldcd wire fabric shall conforrr, to ASTM A-155, Grade 40. O C. fabricated steel bar and rod mats shall conform to ASTM A-184. Bar material shall confiorm to ASTM A-615, Gracie 40. d. Smooth bars shall be round carbon steel bars conlOrming to ASTM A-306, Grade 60. SS-2.9 Mat ZIolc_[via eriul : a. General: Manholes shall conlln n to the applicable City Standard Drawing. b. Mortar: Mortar and pl,rstcr casting for masonry manhole units shall be t%vo 4 parts Portland Cement to oil(,, hart Masonry C'cnlent to six parts plaster Sand iniXed With tilt least allwunt ofpotable water necessary to provide n workable mortar. C. Brick: Clay brick shall confilrnl to AS'1'M C-32, Grade SS ()r SM. For Grade SM, the 111aX111111111 \Vatet•,lbSorptioil by 5-hour boiling shall not exceed 12.0 percent filr in(lividual brick or 9.0 percent fi►r the average of live bricks, d. Precast Concrete: Precast concrete manholes shall eon(orm to ASTM C-478. Joints shall be ol'nlaterial as specified for i•einfllrce(1 concrete pipe joints or a bitumastic illaterial or• performed flexible joint sealants applied in accordance With nlanufaCLUrer'S recommendations. C. Cast in Place Concrete: Concl'CtC used shall conf'►rnl to applicable City Standard Drawing. is Waterproofing: Waterproof itlgwillbcrc(luil•c(Itoal) ntanholCS. ThcbitunlCII shall consist oftwo coats of asphalt or coal-tar pitch. Asphalt shall conflorm to the i•CquirCmcnts of' ASTM D-449. Coal-tar pitch Shall confilrnl to the racluil'C111C11tS o('ASTM D-450. g. Flexible connectors dc:;igned to prodUCC a positive watertight connection 161• piles entering precast manholes shall be provided. These connectors shall be the"A-LOIC" prodLI(Td by A-LOK 1r(1d11Ct5, fnc. or approved equal. SS-2.10 Mj, 1 ) c (', s gs: a. General: Cast-iron rings, covers and steps conii.)rnl to the applicable City Standard Drawings. The castings shall nlcel oi. exceed the Hollowing I'Cq(IlfClllellt,: eh. Iron C'asting's: 1 . Iron casting,shall conform to the rccluirCnlctlts c>!'AS'f'M A--fti,Class 30. 2. Casting's shall be clean and wholC, and without NOW or sand holCS or ' any other surfticC del'CdS which would inlpait• SClrvicenbility. Plugging or filling of holes or other (1clects will not he 1wrillltted. i3. farting fins ,l11(1 pouring gatCS Shall he rcnuwccl. 5 r -1, Castings shall he thoroughly cleaned and painted wilh two coatings USIIIIUItUill Ilifint 11001•C I)Cilig delivelvd to the site. SS-2.11 I. e(1cii�;;�gl;t;(f�;ltc All nlatcl ials usccl lily crushed Stolle pipe bCddlllg S11a11 c0nti1r111 to applicable City Standard Drawings. SS-3.0 C; t )1N . nND Sfl'l,: PRE-TARA'I'1ON SS-3.1 tic 7 : This section governs the fut•rlishingS 01',111 lah0r, c,(Iuil)ment tools, materials, and (lie pertilrnlanccs of'all work fc,r clearing, grubbing, and (Ic11101iti0n, wh(llly Of- ill any part, at locations Shown on the Plans, or as provided 161. in the Special Provisions. Clearing, grubbing and demolition shall he done only to that extent which is necessary 1.61- the prosecution of'the constT•uction of'tile SCAM—S. SS-3.2 )clinitjc�t� : a a. Clearing: Clearing shall consist o1' removing all vegetable matter, such as li'CCS, brush, d0\l n tinlher, rotten wood, ruhhish and other ohicetionahle c(,MbUstihlc nlaterialS, 1`6und 011 or ahovC the surface 01' the site. It may include removing fences, lumber, waste dumps and trash, and the salvaging (1f SLICII 01 the 111WCH• HIS aS play he specified. ThiS item shall include the (11Sp(1Sal 01'111C ddWiS 1•C5111tilig From the clearing operations. b. Grubbing: Cu•ubbing ;;hall consist 01' rcnlovlllg cuui diSposing of stunll)S, roots, buried trees and brush, wood piling, wood curb planking, wood CLII\,CI•ts, world catch basills and drains, and wood stairs appearing oil ol- bClO\V 1110 Surface of the ITOLInLl which has 1101. been included in section entitled "Clearing". C. Demolition: Demolition Shall consist 0f delliolishini;, rcnlovilig. disposing, or incorporating.. into hackfill all non-vegetable matter appearing,hove, 0 , or hC111\V the gr01.111(1 SUITCACC. This S11a11 inClude all 111a1C1•Illl dCl'IVCO li-on1 the demolition of Portland C'erllent C011CIVIC items such as haSC COLINCS, cul•hs, curb and gUttcrS, Sidewalks, 11001-S, stcpS, driveways. drainai;C. Str 1CILI S 01' all SOrIS, IcnceS, and other nliscellancous items such WS 601111dati0ns ur \vall ofany Sort, and iron or Stec] itcills, and shall include all asp}laltic items such ati 11a\'C111cllt and base courses. SS-3.3 (_Lmjgruclic�n_1)ctaiil1:: a. 1.inlitS ol,\Vork: "flit limits fi,rclClu•ill". grubbing and dcn101iti0n shall. in 110 case, extend beyond the limits 0f' the right-of'-way, city property lines, or casements, unless otherwise spCeif ed 011 the Plans 0r tipeci ll PI' ViSi011S. 6 b. {'10 tcrlil►11 l► x isl I l'ilitlUS: 'IIW ( '(Inlrac•l()I tint,) be I'CSI)(►IlSilk FOr protectinp,, illly 1r11prove111Clit (11 all*' a1'l'IlC1, I)uhhC' U1' I?I'I\'111C, Ill the ViCllllly 01' VIc,11•i11>;, s�,ruhhinl� ol' di., lion ulurations. �41hcn necessary the Contractor shall enlist, the IlSSisl,llWV of the a1 f'MOCd ,1s ill the IOC,16011 ol•thcir lacilitics. The Contractor will not he responsible 101. the cost to any a 2ency for assistance in the locat oll ul• its filcilitics, but he shall he responsihlc I'm-the Cost of,aII danuli!,cs to such lueihtics ariSillg bCCltuse 0Chis carelessness or negligence, 1 I . Private Scwer Facilities: The( onlr•actor shall Mill<C'Cver ralsonahlC Y cl,lin't to h►•olccl privalC sewer lilcilitics. They are not shown on the Plans. When these lacilkics are diSturhed or damaged by the work, the Contractor shall make necessary repairs to the fincilitics Gm. C-C►ntinuous sar'viCC pl•ior to the CI(►sc 01'111C W01-k Clay, 2. Property fins: All property or lol corner spins or stakes shown on the Plans and disturhCd by this Conslruclioll will he properly rcicrcncccl by the Contractor pric►r to relnM;ll, Mid rCSCI by the ContraClor upon C0111pletinil 01*111C pr(►jCCI. SS-3.4 ( grin-g: Clearing Shall Ile hel•I( 1-Mlle Ill allvmcc nf'tllc construction operation So as not to delay the progress of*the work. The reCusc rc:,ultins; From clearing shall he haulCd to a w,IStC site SCCUI•Cd by tile, Contractor, or if permitted h,y the Special Provisions may he burned in the al-CU illd1CalCCI on the flans ill such ,1 nuull-lCl- as to n1CCt all appliulhIC rcduirenlCnts of the FCdCral, S1,11C, ('aunty and (vl Lill icipal regulations Conccl'ninL� health, Safety a11d puhlic WcllarC. SS-3.S �iLul,sir : Gr uhhing x11,111 he kept ahrCnsl ul'lhC"C'leal'illt;"as nearly as the scyucnce of operations may perrnll. All SI11111I)S, rouls, nild other objectionable material within the disturbed area shall he removed to a depth of•at least 1\1'el1'e ( 12) inches below the Imished gradc elevation. Disposal c►fdchris f vile gruhbin:! shall he as described ill "C'learllll;" above. SS-3.6 f)l'n_lS&lioll: 11 portions ol'Cxistill" impl-v illcnts are to he {eI•t in place, the limits ol, INMICnlcnt removal shall be laid Out as neat, stl•ai"Ill line: a minimum distance ol'six (6) inches beyond the anticipmed edgi-, (if• exc"lvatiun. I I- the havellient removal limits are approximately parallel to and three (3) Cevl or less front all existing pavement•((hell, previOLIS cut, 01'l;lll•h talc lillllls o I•cllloval shall lie extended to the joins, cut, or Curti, SLI I1611I 1)01.60115 01'111C I)MV111Crit shall he rcrlu►ved to provide 161' the proper ,radc and alignrllenl oflhc new Cons(rucl i(m. I iisposal ( 'debris from demolition shall he described in SS•?.-1 "('Ic;arintt" -7 SS-3.7 � 11Y.1_litl.l.1114'1.Lltt�._.I'_r��ll�4tjc�1)_I't.c► �Lllllc : Ll. GenernI: C'onlpIinneewith the 1611owingproccclures li,r1)1•otcctioil ofCxisting greenery is required. 1). 'i'rces: All reasonable eflilrl shall be made to save as many tree~ as possible. If' II•CCS Can be Saved by trilrlilling, this shall be clone in accordance with acceptable pruning prllcticcS. Any tree removed shall be replaced with like species ol'nursery stock outside the temporary Sewer (tight-of-Way, All trees within 30 feet of either side of sewer centerline which are 1 specifically to he removed or saved have been marked on the (Tans with the 1,611 swing notations. I. 'frees marked "S" shall be saved. 2. •l'I'CCS "hC(I" out S11u11 1)e removed. C. SllrubhCry, Small Plants and flowers: Prior to the ~1;11.1 01 construction, property owners will he notilml oftIlC proposed Starting datC. Ogle purposC ol'this notification is so that the property owners nrly rcnun'C any shrubbery, Small plants or flowers that they, the property owners, desire to save. SS-4,O IjUIL LAYM(ja.J -)IN'f'ING AND 'I ?STING ' SS- 4.1 �;-o.1).Q: This section governs the I'LII-lliSilillg 01' ,111 1,11)01-, CcluiplllCnt, materials and tools liar the installation of all pipcS, fittings. Specials and ai1)urtcnnneeS 1-IS Shown on the flans. City Standard Dl-,I"'illgS 0l- i.IS pr01'idCd 101. 111 tllu Special PI.OVisi0nS. SS-4.2 I LW-(f in ;: It. I landle pipe materials and fittings in a 111,111110-t(1 IIISIII-C il]Stallatioll ill Sound and undamaged Condition. DO not (11-01) or hump. t_1SC: slings, lilting lugs, hooks, and other devices designed to project pipe, .joint elements and Coatings. In handling plastic pipe of- ten (I0) fcct in length or greater, a doublC Sling will 1)C I-C(luircd unlcsS otherwise apI-MIC(I by the L I1g;111CC1•. ' 1). Ship, move and store with provisions to prevent movement or shock contact With adjacent units. 1 SS-4.3 11.1S.("Itt.tl l l OI.I: a. All work shall be in accordanec with the followint; strrn(Itrr(IS: ASTM C-12 - Installing VitriIled Clay Sewer Pipc, ASTN"I U-2321 - Lhiderground installation of Ilex ible,111cr-moplastic Sewer Pipe AWWA C.600 - Installation of'C'ast h-on Water Mains. b. Utiliic e(luipnlent, methods 111(1 materials insuring; installation to lines and grades indicated. I. Hatter Boards and Laser. fhe Contractor Shall provide and maintain I in good working order, on the site, at all tirrics, a laser beam 0r a gauge rod of'sufficient Ier7gth to reach !Torn fhe invert of(he sewer pile being laid to the toll line strung on the three batter boards, The gauge rod shall be graduatcd and numbered each fi)ol of its entire length, ']'Ile gar.rgc ro(I shall be e(luippe(I with cithcr a plumb line or Iwo spirit 1CVCiS un(I file utmost card used to insure a truly vertical gauge rod at the time the reading is taken and pips, is being set. In the event a laser bearll is used to control line and grade tier the pipe laying operation, the laser must he checked at the beginning ofcach day and at icast once between nlarlholes and at any other time the P'llgirlecr deems necessary to insure the proper line and grade of the pipe. Maintain the i0110'Wing tolerances li•oni true alig11nlent anO grade: Alignment 3 inches Grade I inch Joint deflection shall 1101 exceed the nurxinlunt allowable de11eeti011 per joint according to ASTM C-425, ASTM C-504 anti AWWA C.,- 1 00, Dilly one correction for alignmunf and./or grade shall be made bctwcc11 adjacent manholes. t2. I-,xccpl where pipe sections are being cncascd in concrete, no pipe is to be supporlcd by blocks. 3. Accomplish curve alignments wilh bend.,;, bevels and open ,joints. limit joint opening in Concrete pipe t0 3r` inch in laying schedule inch in actual installation. Limit join( (let Iection with clay,cast iron 01- ductile iron pipe. to not cxcee(I the IMIXiniunl allowable (Icllection her joint. according to AS I'M C-425, ASTM C-594 and AWWA C-(i(10, r C. Install pipe of size, material, strength Class, and joint type with embedment as shown on the i'lans. Reinforced Concrete pipe with elliptical reinfin•ccluent shall lie, installed and positional in accordance with the pipe nlamllacturcr's pipe markings indicating top and bottom pipe. d. Pipes installed on grades in i excess of?O' , shall he iulChoral sccurcly with 1 concrete anchors spaced as lollows: Q1L.1de Nl x.iwum A igit��12A 'U,9 20'%, - 351!'u 36 ft. 35%, - 501,140 24 11. greater than 501N, 16 fl. 1 C. Insofar as possible, Commence laying at downstrcarn ell(.] oHine and install hills Willi spigot or tongue end downstream. r 1'. Clean interior of all Mlle, fittings, alld joints prior to installation. Exclude entrance o fiorcign matter during discontinuance of installation. C'lose open ends elf Ilillc with snug littilig cloSUres. Do not let water Lill trench. IllelUde provisions to prevent flotation should walcr contra) 111casurcS prove inadc(luatc. Remove water, sand, nlud and other un(Icsirable materials frolll trench before removal (11 end cap. rg. Install pipe only when weatllcl-and tl'CI1CI1 eon(lltiOlIS at•c suitablC. Do not lily in water. Brace or anchor pipe aS i'c(Iuir(,(I to prevent displaCCnlwlt aflcr establishing final position. SS-4.4 Pine I Cddil2;: "1'hc sewer trench s11a11 be cillTicd to a point not less than Blur (4) inches below botl(1n1 of'pipe bell. C'I•llShal Slone bedding, Computed to full width of trench, shall than he placed and Compacted to holtonl of pipe with proper allowance lin hell joints. After each length of pipe being laid has been shoved "honk" and placed ill propel' alignment. it shall he sccurcly anchored and held ill position by crushed stone deposited sinlutta11c0usly on cash side of the pipe. This crushed stone, hackfill shall extend to a point not less than six (6) inches above the top of the. pipe hell. If unstahle conditions arc cllcounterCd and it is determined by the l?ngillecr that the bedding SpCCi 11Cd will 1101 provide suitable SuI)pol't fat'lilt pipC, a(1(htlollal excavation to the limits Cleterinined by the Hngincer will he rc(luire(I. This additional excavation shall be backfilled With cruSIMI stone material approved by the Engineer. 1 lU MEMO r SS-4.5 111wtitig: a. Generalltcquirements: 1. Locale joints to provide !m•di fflerential movements at changes in tyre of pipe embedment, concrete collars, and structures. Support pipe from wall of manhole to first joint in normal sewer trench with concrete cradle structurally continuous with base slab or footing. 2. Clean and lubricate all joint and gasket surfiaces with lubricant rcc0111111C11dCd by pipe nlanu(acturcr. 3. Utilize methods and equipment ca I)able of f'u 1 ly 1 11 • nak. lbup joints without damage. d. Check joint opening and de..flection 101• specification limits. 5. Examine each piece o('pipe prior to installation liar soundness and specification compliance. b. Provisions Im Jointing Clay Pipe: 1. Conform with ASTM C-12, Section S. 2. hlandle pipe having pre-molded joint rings or attached couplings so that no weight, including the weight ofthe pipe itself, will bear on or be supported by the jointing material. C. Provisions for.lointing Concrete Pipe: Check gasket position and condition after assctllbly with feeler gauge prior to installation of next section. d. Provision:; (or Jointing Cast Iron and DLICtilc Iron Pipe: ' 1. Conlon-) with AWWA C-000. 2. Paint suspected da111aged I)Orti(1IIS With I rIM1t111C and dust ccmcnt to check for cracks. Runiove tllrpenline and cement by washing when crack test. is satisfactorily completed. If cracks are found, the pipe shall be rejected. 3. Check gasket position and condition after assembly prior to ' installation of next ripe section. Il Provisions for Jointing; AHS Pipe: Chernically Welded Joifits: a. \pply prime to i►utsidC o1'Spigot and inside of,coupling per nlanul1icturcr's rcconl ill cndatioils. h, lnitl)Cdiatcly apply Cctllent to file sank surfaces in sufficient ' quantity that When the spigot is Billy inserted into the C(lllpling, a head o1' excess cement will fbrnl around the Cornplctc Cil-CLI1111e'ence ofthe outside juncture of file spigot and Coupling. C. M ikc•iolilt Withill one IllinUte by ShONling Spigot 110111C With one-(luartcr rotation. RCIiiOVC CXCCSS CCIIICilt bCad. 4. Rubber Gasketed Joints: Check gasket position and condition after assembly With iceler gauge prior to installation of next section. 5. Provisions It)r Jointing RPM Pipe: Check gasket position and condition alter assembly prior to installation of next pipe section. 6. Provisions for Jointing PVC Pipe: Check gasket position and condition after assembly prior to installation of next pipe section. ' SS-4.6 C1 utll�: CLIt 111 I1Cat workmanlike manner Without dalllclgC to pipe. ObSCrVC specifications regarding joint locations. Snlooth Cut by power grinding to remove burrs and sharp edges. Repair lining as required and approved. SS-4.7 Icni oa•ar flags: ' i. Plu �s: PI.OV1dC and install ILI �S as manufactured b I pipe SLI i I]icr or as b I b ) II 11 - fabricate(i by Corltractoi•if'approved. Plugs shall be watertight against heals up to twenty(20) lcct of'Watcr. SCCLII'C plugs in place in a manner to facilitate rCrlloval When 1-C(lull'Cd to ConnCCt pipe. 2. LOcahon: PiLIgS~hall bC ilist�illed as spcci lied or wIiei-c shown on f laps. Also the open end o1'the sewer shall be plugged at the end o1'the Wort: day with a ' suitable nlCC}laniC ll plug to prCV(-nt entry 01' 161-Cign material until work is NSLIMCCL ' 12 SS-4.8 C j ltti IL) 1_-x jS1ll.1 a. Connect pipe to existing structures and pipelines where indicated. Observe pcilincnt articles of specifications pertaining to.joint locations. b. Prepare structure by making an opening with at least two(2)inclics clearance all around fitting to be inserted. Opening between pipe and manhole shall be filled with in expansive grout in such a manner that a watertight condition will result. C. Manholes to be built Oil an existing sewer shall be constructed in such a manner as will not disturb set-vices of existing sewer. The manhole base, walls and invert shall be completed before the tap half of the sewer pipe is cut or broken away. hough edges of'the pipe thus exposed shall be covered with expansive grout, in such a manner as to produce a smooth and acceptable finish. Any portion of the existing sewer damaged by the Contractor shall be repaired at no expense to the City. d. Connections between di ff orent pipe nmtcrials shill he made usingproprietaiy transition coupling unless otherwise specified oil the Plans. SS-5.0 MANHOLES AND 5 1' IAL STRUCTURE, SS-5.1 , c ie: This section governs the furnishing of all labor, equipment, tools and materials,and the performance of fill work incidentid to the construction ofnlanholes, drop manholes and special sewer structures complete with covers, steps, fittings and appurtenances as rcquircd in accordance with the Plans, Special Provisions, and City Standard Plans. SS-5.2 General: As used herein special structures refers to manholes on large sewers,special .junction structures, metering stations, siphons and similar structures constructed on the pipeline. Manholes ailcl special structures maybe constructed ofl)rccast concrete sections, cast-in place concrete, or brick masonry. SS-5.3 C.0-11st ruction: a. General: Manholes and special structures shall be constructed at locations indicated and in accordance with details as show on the Plans or City Standard Drawings. 13 h, I'rccast Wall and RcducIlig( me Scctimis: I I;Ind with cart tO avoid danulgc to joint ends Ofcach sc-ction, Damaged sections play be subject to rejection at the discretion Of the I•a1f,Il►cel When using 0-ring joints, Care shall be exercised in placing the 0-ring On the spigot end, and 1Owcring the hell section on to the spi}:( l cild so that a watertight seal is Obtained. When using I)itumastie.joinlS hoth Spip;ot and hell ends shall he )rimed with I solvent material compatible to the adhesive ill the mastic. Approved bittll11a5tiC rnatCri111 Shall completely fill the joints so that a Illininium okmc- Ii:n.uth inch head Of•matcrial is visible alter jointing, to be smoothed (dTafter C011ll)letlUil ()1 Ille jointing, Operation. W}lcna flexible VCli►rn1Cd hulvl rubber orhitur►lillous )ol lllerconl)OUnded 1 1 Y 1 With nlo(iificrs is used lO seal.jointed SCCti(?rls 01'1)lan1101cs, the extrusion 01' sealant from the joint is not required. The vertical spacing between manhole section, shall not cxcee(I Onc-1(ILI1.111 Inch. 11-C161'Illed joint scalers remain flexible at temperatures as ltm, as 0 dcgl.ccS 1'U111'ellheit, r All bitumastic materials Or picloli-mcd flexible juinl sealants shall not be applied tO wet or &11111) Surl:lces. C. Cast-in-Place: Consolidate concrete with mechanical vibrators to cumulate entrapped air voids and rock pockets. FOI•IIIS shall be supported ill such a manner as to prevent any nim?crrlcnl O1'the 1(1rins while concrete l5 heing cured, Any (Movement Of'lhc fornlS I1Wy he cause 101- rcjcctiOn. d. Masonry Walls: I'.ach lllasoury unit shall he laid ill a full bed Of•mortar and With push.iOintS. OOSC(1 joints must he obtained. Mortar shall fully cover the intcrfaccs (If each unit. Surplus mortar On the inside lace shall be removed. Relore. initial set, IH inside filcc mortar joints shall he well rubbed. 'TIC OutSIdc face Of, all masonry 111a1111()1CS sh.,111 be plaster-coated with a 111111I111L1111 of OlIC-half inch mortar. The mortar shall be steel-troweled to produce a (lensC, Smooth finish• C. Invert Channels: Alit;nn►cnt ol•thc invert channels Shall he as shown On the Contract Drawings. When no Speciiic details and dimensions are givcn, Cllallge5 lrl flow dlrectimi shall be sm(l ►th.uni l'Onn and made with the longest radius pOSSihle. The crOSS Seclion shape of invert channels Shall ((latch the lower halves Of the cnlcring and ex itinc; pipes. The suriuccs of'the channels Shall he steel--- Irowelcd IO pr-o(ILIC I (ICnSC, Snu)Oth Surface. When filling; Openings (wound pipes through n►anhole walls, nu►rtiu' and/or masonry uuitS 5111111 he I)l ICCd so that the resulting joints are waterti(flit. ' Mortar used in the joint closure shall nut intelTerc with the invert channel, ' 14 SS-5.4 fat ltlU: All maso llIN, plaster Coaling and cast-ill-pliicc CollCTCtC shall hC aclecluately protected irortl ti•ccAtig and loss OI' moisture lilt the first 24 hours. The curing methods and materials t(1 he used 811,111 be approved by the 1'111"ttleet.. SS-5.5 M i 1 ► e ji.t.1 s: All rings li►r manhole covers shall be set to match the existing surfaces, except ill flood plains where 1110 flans indicate that the ring is to he set tit an CICVati011 high0r 111.111 existing_;ground. Each ring shall be set oil a full mortar bed of}litun1,1SOC material, if approved by the I?ngineer. If masonry units arc LISCA 10 adjust rings to grade, the masonry work shall conform to Section SS-5.3 (d) ofthese Specifications. SS-5.6 Water 11•(x�fi�: Two coats ofan asphalt or coal-tar pitch water•proofcoating shall be applied to the exterior of ail structures from hose to manhole ring. The coating shall be applied in sui'iicient quantity so that no bare or thin shots show. The coating shall rbe applied in si flicicrlt time to permit proper curing pricer to backfilling the excavation. Pioper methods Iuu1 nulte►•ials shall he used during back IiIling to prevent damage to the coating. Any damage to the coating which (.locs occur shall he immediately repaired. SS-6.0 P1111" 1 NCASI:MENT AND C�'C?l,LAR SS-6.1 SCOh�!: This section governs the furnishing Of. all labor, equipment, tools and materials, and the perlorrlltmcc(►I till work for the encasement of pipe 111 concrete or installation of concrete collars at locations shown on the flans. SS-6.2 Cie%r,ll: Tools or partial encasement of pipe in concrete: shall be used w11Cre the required sate supporting strength cannot be obtained by other bedding methods. Concrete encasement shall also be provided at locations to protect public water supplies or where there exists tilt possibi lit),that standard bedding may be eroded by currents ofwater undo• and around 1110 pipC. SS-6.3 Material: I . C.'oncrete: Concrete whether 1'611161-Ced or nollreinforced shall he approved by the Director of Pllhlie Works. Rellltol-eing: Reillforclllg Steel Used ill concrete encasements shall be ASTM A-615, Grade 411. SS-6.4 Construction: Concrete Cnc')SCIM111 S11a11 be COIlStl'ueted at (OCati011S irldiCated and 111 accordance with details as shown OIt the Plans or City Standard Drawings. Start and terminate ellcasellleilt at a 11ipC jOilll. SUIt11blV St11111(1rt and block pipe to t maintain position and prevent flotation. 1'(1rm to dimensions indicated oi• construct Full width of trench. l� a. J(►illts: If' a single see oll (►t CiiCIISCIIiCIlt is not COrislruCtc(I COntinuOUSly (Concrete is not placcd in a Single dcpOSit) ConStructioll joints sha11 be provided in the encasement to coincide with pipe joints. ConstruCti011 jOilitS shall be keyed COntinuouSly ar0ulld the CncaSCnlcnt. Longitudinal reinlarcement Shall be continuous through collstructioll joints. b. Curing: (.'O11CPCIC elICEISMICnt S11a11 be 1)1'0tc:CtC(I 1111d Curc(1 So as to provent CXCCSSivC MII)OI0tiOil ()I'lllOiSt(I1-C Or Freezing. C. Backfilling;: Backfill trench only after concrete encasement has obtained a minimum of 2000 psi and can suf'ticiCntly support the loads imposed by backfill and backfill operlltioils, SS-'7.0I3AC1�{�Ii_.f SS-7.1 , e: This Section governs the Furnishill b s of 1111 1,11)01-, Cc I ui lnlCnt, tools and nlatcrials,and the per(i►rnulncc of all operations necessary fa1-the proper replaccill ell of"backf%II material ill 11ill tl'CIiCiiCS a11(1 arOUnd Structures as required by the plans and Special Provisions. General: I.I. Unless otherwise specified, all sewer trenches and excavation around str(ICt(lres sh1.111 be backlilled tO the original surface ol'the ground with earth, earth and rock or other acceptable material. When earth and rock is used it shall he placed and tllOrOUghly consolidated with sulTicient earth to Conlpletcl,y fill all voids hctwccn the rocks. The Contractor shall so sort and stockpile the excavated material SO that file proper material is available far backlill. b. The backlill material shall he compacted to a millllliulll of 80.0 percent of olltinlunl (ICnSity aS (10CI'111ilied by the Standard Proctor Test or shall be Conlpactcd to a (ICnSity Cquiv:dCnt t0 the (ICnSity Of'thc inll»cdiate 1(IjOining soil. The top six inches 0f'backfill ill street right-of-way shall be compacted to a minimum density o1 O5.t) percent Of Oiltlllllllll density as determined by the Standard Proctor "Pest. Backfill nlalerial shall be placed and compacted ' oilly whell Its 111oisturc Content IS within 2.0 percent 01 Optllll(llll 11101S1Ure content as (ICterlllllled by Stan lard Proctor Tcst. C. The C011lbillallon ()1 tllc thickness O1.111c layer, the method Of compaction and the type Of c0nlpaCtiOn C(IuipnlCnt Shall heat the discretion ohthe Contractor sl.lbjcct to obtaining the densities as specified above. (l, The cluulity 01' 111C compactions s11a11 be subjeel 14) Colltpacaiot) tests "'hell dCCIIICd necessary by file, kmhinccr. It shall be the ('ontraclor's responsibility to make necessary cxcavati(m in order to aec:ununodatc Corllpaction tests at locations specified by the Engineer. The Cotllpaclioll tests will he performed at no cost I.() the Contractor. If' the (lllality of the compaction (lots not meet the a1)()vc re(Iuircrllcllts, the 111,11C H,11 will be removed and replaced to meet the above rc(Iuiretncnl, al Ills CXperlse (1f'the C'ontr'actor. C. Commercial sand backfill shall not be used. C. In area►.s marked (.ru•(len„ of. "Flower (,at•(lcn on the Plans, rile topsoil as excavated shall be stockpiled and replaced to original clevation, locution and depth. g. Backfill material shall he carefully place(I to avoid damage or(ltsplau;mcnt of'scwel'or structures. h. Backfill shall not be placed when material contains frost, is fr'orerl, or a blarll:et of,snow I)r(.-venls l)i-ol)cI-compaction. Back fill shall not contain waste material, fre", 41 -ganic tllalel'lal, I'Llbblsh, CtC. SS-7.3 Back li ) 'I?il) '.etches: a. The area below I plane six inches above the tot) of pipe bell shall be backfilled in accordance with the specifications for "Pipe Bedding” 1). Backfill above a plane six inches above the top of pipe bell shall be made With suitable earth, C:u•th anO rock, or other acceptable material except that the area below a plune one foot above the pipe hell shall not contain any excavated rock. When earth and rock is used,tl'le IllaXlI11U111 dimension of the Pock shall not exceed t\\,clvc inches. SS-7.4 Backfill �1rou�lcl ic:Llr�;: a. No back till shall he pla(.cd over or around any strueture until the Concrete or mortar therein leas allaincd a Illllllllll1111 strength 2000 psi and can suf•fiCientIV support file loads imposed by the backfill without damage. h. 'I'hc C'orllraclor shall use utmost care to avoid any we(lging action het\VCCII ' the side 01,111C excavation :n d the siructurc Ihut would cause any movement of the structure. Any damage caused by premature backfill or by the use of ' 17 CCIltil1nlC'I11 Oil Or IMIr;I SIRICI111C will be the I-c!'pollsibility of,thc ('olllractor. C. Backfill shall he placcd and Con►llacled on ;ill sides (,1' the structure sinlultarlrouSly, died operations shall Inc so conducte(i that (lie backtill is always at approxilllllle)y file Same CiC1';Itio ll Oil all SideS l,t ti1C Sti ICttlrC. d. No excavated rock larger than lilln-(4) illclICS mnxilnulll dimension Shall be placcd within one ( 1 ) foot ol'the exlerior surlilcc ol'any structure. SS-8.0 L ' jNtj t..L4G �;c��;tucJA J- .1 .0 i.M, SS-8. 1 cOhc: This SCClion go\erns the ilu'nishing ol'all labor, nrltcrials and f"(Iuipillent, and the per161-11 1,11 1ce ol•al) ()I)crll(iOI)S Accessary 6,1-the collStructioll (if•ttlnnels C-on1plde with lining, bulkheads and s,Illd 111) at locations shown on the Plans or where ConstRICIC(i it the ('rnllrataor's option whets approval to Mass the utilities, streets or obslruc:tions withOLIt 011CII Cxcayatiorl. SS-8.2 _l'un I�j C'r(�titi`��tjon: ('(,nslruct eir(:ular ill Cl-O;s suction Of'sirc indicated. Alternalc size and shape Ill;ly be StlbrllittCd lily rlllllr(7yul Subject to the fi,Il(,win_g: a. 13est suited to proposed rllethod ul'cxcavalioll and lining. b. Clear Cross.-Sectiollill area Malt ICSS th,lll CiCiii' ,lrCil ()f C11•CIIiar SCCtioll indicated. C. invert al grade collsislcrll with Iuijoinini,' open cut COilARIC6011. SS-8.3 Mat+�rillls: C. y Steel Liner ('lute: Steel tunnel liner slates Shall he Arillco "Stlllidard", I (,onlnlcreilll Shearing; and Stanlpinx; CC.mlpaily "C'O111111CI-6,1)", Republic "TI-LIS+.:on P,'Meted Uut ',or equal and shall he galvanized in accordlulce with ASTM A-123. '['lie design and shape ot'the liner plates shall be such that asselllbiy can lake place cntirel}' fi'orll within (lie (lltlilCl liner. The outside diameter sisal) be Ii,III- (4) left Mld the llllllillllllll wllll thickness shall he United States Stan(hil-d Gauge 12 (0.1040 inches), SLIHI :icnt sec6011S s11;111 be provided with one and onC-11,111*(1 '. 2) inch 011,11-E;er 1'011t llll;11OiCS, iOClllcd near the Centers. So that wher1 the plate;,'ll-C Illslal)cd there will he(,Ile line of IlOICS(,n eitticr side ot'thC tunnel and one at the Crown. The holes In Cach line shall not he more than nine (Q) I*CCI ,ip;Irt I111d, urllCSS oth(:rwisc approycd, shall he stwit:cred. 13olt;and trots siudl conti+rnl to AS"I'M A-I ia, A-3O7, A- 32ti Mid A-44+) as applicable, (1. Steel Casings: Steel casings filr bored or.jackcd cc,tlStt•LICIilrtl ~11,111 he StcCI I)ipc coil Ibrnling to ASTM A-1311 with lllininlunl (lillmctcr as Shown (111 the Plans. I . Minimum wall thickness shall be in accordance with the following table: Ui,nnctcr Nc►.��L WstLl_"1'hic L)LC asjl.).l Ilild.crAltllilt_tls{ L111_ i 1 c Llscs 2411 0.406" 0,281" 26" 0.435" 0.251" 25" 0.460" 0.312" 30" 0.409" 0.312" 32" 11.500" 0.312" 34" 0.500" 0.312" 36" 0.500" 0.344" 2. Slccl shall he C;radc 13 under Railroads and Grade A on all other•uses. C. Joints: 1 . StcCl liner I)lateS Shall have holtcd joints in both longitudinal and circullllcrential I)lancs. Stagger longitudinal.joints In adjacent rings when assembling. �. Steel I)II)C ~hall lllVC WCI(IC(I _0illtS ill accordance with AW VA C- 206. SS-8.4 C lls ruction: 11. Gcnural: Befow Starting work, complete details of'tlic method of'operation and liner Illatcrials to he used shall he suhnlitICd to the EllgillCer. The cast iron I)ipc sewer, in the area to be tunneled. bored or jacked, shall be completed be161-C the construction of,ldj,.lCCllt I) lrtionS ol'the Same sewer rlateral. TlIC Inn•I)(1Se of t111S I'C(I(111-0110111 Is 10 ,lllow f01' Slight discrCl)ancics in alignment and grade which nl,ty occur in the: luttncicd, bOI'Cd or jacked IllSt,dlatioll, So Illlllol ldIUstments ill 1110 adjacent sewer call be made. The IMIXinlunl allowable dCViation in alignment and pra(le ofs(.-wcr I)il)c shall be its shown on the Construction flans. h. Excavation: Excavate by approved rllclhods .111plic,lhle to materials encountcrc(1. Boring operations shall be I)erl6rmed by experienced crews using a rotary-type boring machine dcsigncd CSpecidly 601' this I)ul•I)asc. Include dewatering and chemical soil stabilization or grouting if necessary 1 I ) due to existing field conditions. Conduct excavation in ;l manner to prevent disturbing the overlaying and adjacent material. C. Lining: Assemble liner plates immediately following the excavation. Advance casing C011tlllllollSly with excavation. When liner plates arc being installed, care shall be taken to maintain alignment, grade and circular shape elf the tunnel. All voids between linear and surrounding earth shall be filled With grout lorcccl in under pressure. 'fhc grout shall consist of two parts of ' Sand to one part of Pol•tland CCI11C!lt, mixed with Sufficient water to 11111intain a freely pouring consistency. As the pumping through any hole is stopped, it shall be plugged to prevent the backilow ofgrout. After lining installation is complete it shall be cleaned ofall debris and all leaks which allow flowing or Seeping water into t111111C1, Shall be Stopped. d. Ind Seals: Construct end seals after sewer pipe has been permanently placed inside casing, tested and approved. Brick shall be in accordance with AS"IN C-32, Grade SS or SM and mortar in accordance with ASTM C-270. C. Sand Fill: Fill annular Space between lining and sewer pipe with sand complying with gradation as set firth in AS`{"M C-33, Fine Aggregate. Moisture content Shall not exceed 0.5 of one percent. Dill after sewer pipe has been permanently placed inside casing, tested and approved, in a manner Such aS not to disturb the alignment and/or grade of the sewer pipe. SS-9.Q ACCi.?PTA.w -" ,r as mid Sf?Wi7m SS-9.1 co 1 This Section governs the Curnishin g of all labor, equipment, 1 1 s s-- J2.Q b b tools and Illaterials,and the performance of Illy or all acceptance tests,is required by the Plans, Special Provisions, and these specifications. SS-9.2 A-c -)lance 'tests lily ;rlvjj� SINN�l_s: SS-9.2.1 Visuallns2cction: 1 . ('0111.111001'S11,111 clean pipe ol'Cxcess 111011,11',joint Sealant and other dirt and debris prior to inspection. ?. Sewer will be inspected by flashing I light between 111,111holes and/or by physical passage whcrc Space pCi-1111tS. DOC1.111111c I1Y)I11 IliLlIlli1)atioll and/or ' physical Inspection the presence of a11V misaligned, displaced or broken pipe and the presence ol'visible infiltration or ether deflects, O3. Col•1•CCt dClcctS W, rceluircd prior to Conducting leakage tests. t SS-9,2.2 F-Miltration Leakage Test to be perlormed on the 11.111 length of' all lilies prior to (lec"cptance. I. Contractor may per161.11) leakage testing by exfiltralion on sewer pipe larger than eighteen (Is) inches 1.1), 2. Furnish all labor, eduipnlcnt, tools and nl,.►tcl'ials retluired including bulkheads, water and all miscellancous items required to perfbrm the tests, Test all sewer pipe e over eighteen 18 incites I.D. after either the completed • � I I � b ( ) 1 backlill or par'lial backtill sufficient to stabilize the position of the pipe in both alignment and grade is accomplished. Contractor nlay select sections of Ilse project for testing at any time by notifying file Engineer 24 hours in advance. 4. Perlorm at depths of water as mcasurc:r.l above ccnterlinc ofpipe of not less than two (2) feet nor more then tell (10) lect (consideration Shall be given fill' water table above said c(.nterline). 5. Maintain test as necessary to locate all leaks but not less than two hours. 6. Repeat as necessary alter repair of leaks and detects until leakage, as measured, does not exceed 0.15 gallons per inch oI*internal diarrleter per howl• per 100 Iect oi'pipc length (200 gal/inch of'LD./day/mile). 7. Protect manholes and other structures by means 01' bulkheads to prevent bursting prctisures li-onl being applied inside the stl'ucture. t8. I)C%%'ater pipe upon conlpleti011 Ol'tcslinZ;. SS-9.2.3 Air Leakage'I'csl to he perlilrllled on the full length ofall lines prior to acceptance. I. Contractor may perlilrnl air teats 161. all pipe sires. 2. I:ul•nish 1111 filcilities ruluired including necessary piping connections, test pumping eLluipnacnt, pressurc gauges, buikhCMIS, regulator to avoid ovcl•- pl'eltSLll'I%iltlOil :1114 :111 Ill iSee11,111e11u:; IleI11S I'elltllred. 11. The pipe plug; lilr introducing air to the saver line shall be eduipped With two taps. Une tap will be used to introduce air into the line being tested, through suitable valves and fittings, so that the input air may be regulatc(l. The.second tap will be filled with valves and ' fittings to accept a pressure test g,ulge indicaling internal pressure in the sewer pipe. An additional valve and fitting;will be incorporated ' 21 oil the tall used to chcck internal pressure so that a sccond test gauge may be attached to the internal pressure tall. The pressure test gauge will also be use(I to indicate loss W air IM-USSure (lac to leaks in the sewer line. h, The pressure test gauge shall meet the following, minimum speci f icabotls: Size (Diameter) 4 'i". inches PrCSSIa'c R lJlgC U-15 1).S.1. Figure lntcrvais I P.S.l. increments Minor Subdivisions 0.05 P.S.I. Pr•cssureTube 130iu•(I(ln lubcor(lia.phrig111aO.25'%, of* nu►xinlunl s(',rllc reading i Dial White coated aluminum with black Icttcring. 270 degrec are and mirror edge Pipe Connection Low male Ii," N.P.T. Calibration data will he supplied with all pressure test gauges. Cet'tillCatl011 ol'l)ress(n•c test gauge will he rcyuired 6.0111 the gauge nlanu(acturcr. This certification and calibration data will be available to the Engineer whenever air tests are pci-lbrinc(l. 3. 'Pest each watch of' sewer pipe between manholes alter completion of the installation ol•pipc and appurlenanccs an(I the backfill of sewer trench. 4. Plug ends of line and cap or plug 111 (1(111necli(1ns to withstand internal pressurc. One of the plugs provided must have two laps loo. connecting ' e(luil)nlcrlt. After connecting air control egtlipnlent to the air hose, monitor air pressure so that internal pressure flocs not exceed 5.0 prig. Afler reaching 4.0 prig, throttle the air supply to maintain between 4.0 and 3.5 prig for at least two (2) minutes in order to allow e(1Uilihriu111 b(:twccn air temperature and pipe Willis. fh►l-ing INS link, check all 111ugs to delect any leakage. I1' !►lugs arc IOL111d 10 Icak, bleed 01T fir, tighten plugs,un(1 again begin supplying air. Aber lemperature has stalilired, the pressure is allowed to de('1•Case 10 3.5 psig. At 3.5 prig, hegin timing to determine the time required Cor pressure to (boll to 2.5 psig. If the tinge, in seconds, liar the air pressure to decrease from 3.5 prig to 2.5 prig is greater than that Alowil oil the table be10\\', the pipe s11111 he p1-cstnncd fi-cc ol'dcl'ccts. e �� r r1'ipc Required 'I'ilnc M1lximu111 Itc(It i►'cd 8" 70 sec. 227 sec. 1011 110 sec. 2113 sec. 1 211 158 sec. 340 sec. 15" 248 sec. 425 sec, 1 356 sec, 510 sec. 21" 485 sec, 595 sec. 24" 634 sec. 6110 sec. 27" 765 sec. 765 sec. 30" 851 sec. 851 sec. 33" 935 sec. ()35 sec. Ifalr test galls to Illeet above requireniellts, reheat test as accessary after all leaks and (lefects have been repaired. Prior to acceptance 1111 conslr(ICtcd sewer lines shall satisfactorily IMSS the low prcSSUre air test. 5. Ill areas where ground water Is known to exis(, install a one-half inch diameter capped pipe nipple, approxi►natcly lei) (10) inches long, through manhole wall oil top of one of the sewe►' lines ctttcrillf. the manhole. This shall h(;clone at the time the SeNvul. line is installc(). ImIlicdiately prior to the perfonmince of the line acceptance test, ground wutcr Icvel shall be determined by removing pipc cap, blowing air through pipe nipple into the ground so as to clear it, and then connectillLi, a cleat' plastic tube to pipe nipple. The hose shall be 11e1(l vertically and .1 I11WAlrenlent of Ileif_',11t in feet ol'water shall be taken after the water stops HSillt; 111 this I)I IStlC tube. The height in I'cct shall be divided by 2.3 to cslahlish the` pounds ol'pressure that will be added to all readings. SS-93 a, f'erfiirrll hych'ostatic pl'essure and leakage tests. C'onti►rm to AWWA C-600 procedures as modified herein, 'Pest shall apply to all pt'essure sewers. Pertbrni after hllckfilling. r h. 'test separately in segrllcnts between sect ionaIiiin, valves, between a sectionalizing valve and a test plug, or bellUCt:11 test plugs. Select test ScL;nlcrlls such that adjustable scatc.`d villvCS lu'e isolalecl 1101- individual checking. Contraclorshall liu'nish and install test plugs at no additional cost to the (honer, including all anchors, hr/1c:cs 1111(1 other devices to withstand hydrostatic pressurc on plugs. 1 1 Contractor shall be responsible li►r Duly dalliage to public. or private property caused by failure tit' plugs. Limit 1'1111 rate of line to available venting c.lpacily. C. ('ressure'f cst: Conduct at 1.5 times mitXl Ill 1.1111 opl'1'ating pressure determined by lollcnving lilrn1u1,1: P pt _ 0.650 (OP-Gil,) in which 1' 1t == test ressure ill )Si at �augC clevatiun I p I .6 .. Ol' - operating prc;ssure in feet as indicated 1i61. highest elevation of the hydraulic gradient 011 each section 0f the line. G17 -. elevation in feet at ccuter line Ol'j.,1augc. Perlorm satisfilclorily prior to determining leakage. d. I,cakage Test: C(1nd11et a1 nlaXill1un1 oprratin pressure cictertllined by t011OWillg 101.1111th: P It == 0.433 (OP-GI ) in which P It = test pressure in psi at gaug,c elevation OP and GI; _ as in previous article. I. All joint~ shall be watertight and free front leaks. C. Deflection Test: Gravity pipeline ill' flexible materials shall also be lestcd by pulling a mandrel. ']'lie test shall be conducted not less than unc (I ) 111011th after backfill has been properly installed. 'f'he nlaXirnurn allowahIC LlefleCtion shall not exceed live (5) percent ul'the pipe's internal diameter. Mandrel testing shall be perl6rrrled On a nlininlwll 01 1—Y'/") 01 tile. pipeline. The sections tested will be determined by the City. 11' unc section o1' line lilils the test, the City nlay reduire all sections of pipeline he tested. The additional testing shall he dune at no additional cost to the City. Any pipeline I`luncl nut conlbl-lllini; to these reduirc;nlents shall be replaced by the Contractor at no additional cost to the City, and shall then he retested. ?-1 1 The City may, prior to file crud of,the warrililty (guarantee) period, conduct another deflection test with City personnel. Any l)ipelirle found not conforming to these requirements shall he replaced by the Contractor at no additional cost to the City, and the Contractor shall provi(ie an additional warranty (guarantee) for not less than two (2) year's for that portion of' pipeline so replaced. The City also reserves the right to conduct (deflection tests on any semi-rigid (i.e. Arnie-o'I'l-uSS) which shall be rc(1uirCd to Conlornl to thesC requirements. Mandrell shall be similar or equal to the 'Vortco 9-Arne Mandrell" five (5) percent deflection for Ilexible or•semi-rigid pipe as approved by the Engineer, SS-10.0 SI1 1Q Ci SS-10.1 51olc: This section governs the furnishing of all 1,11101-, equipment, tools and materials, and the perfor•nlance oi'all work fin•seeding, complete as specified in the Special Provisions and/or as shown oil the flans. All grassed areas disturbed which lie outside the Contractor's normal trenching operation areas shall be restored to a condition equal to or better than existing; prior to construction. All provisions of Seclion TS-9 shall apply except as amended herein. S5-10.2 The seeding mixture used to seed areas off street right-ol=ways that are not maintained shall be as follows: Min. Pure hate Lbs Lined of*Seed Live Sce(1 '%111 P .r Acre Alta Fescue or Kentucky 31 Fescue (Fcstuca 17-liator Val-. Arundinces) 75 90 Rye Grass ([.oliu1-rl Pcrcnne 90 or L. Milt itlorunl) S0 50 'I otal 14011/acre SS-10.3 Sowing shalIbeaccomplishe(lby Use 0fanappl'(1VC(l mechanical seeder or'drill(hand spreadCI- can be used in small area), making sure that successive seed strips overlap ' to provide uni lornl coverage. 5Ce(I shoul(1 he drilled t0 a(Icpth of one-half(/:!)incll. t 25 SS-1 1.f) p���1tiN SS-11 .1 c � 'Phis Section covers the Ihrnishin of 1111 11b(n, c(luilpnlCnt, tools 111d mllcri ais,and tile 1pertm•I1lanceofall work including sidewalks, driveways, and curbing, as specified on the flans in the Special Provisions. SS-11.2 V)c hit1S►_ s Pavement, as used I1CI•Clll, shall include I'Ohland C"C111CI1t C 0IlCi•etC ' (I'CC'), as1ph11tie concrete, asphilltic 111(1 Mille o1'celllellt trcatc(i surlilcc cotuscS, and other• Sllllillu• typCS of coIlStruction, inclu(lilIg sidewalks, drivcwayS, and curbing. Replacement, as used herein, Shall mean reconstruction of• the entire structural section o1,alI pilvCl'11Cilts I'cmovcd ill Cxcavatcd areas. Illclu(hiig SIdC11'illks,dl'Ivewilys, and Curhirlb,and reconstruction or rcSloratioil c,1'd;ullagcd pavement surfiiccs oulsidc ol'excavation limits. SS-1 1.3 (..�cneral: In all areas (if pavement removal rchlacc llavcnlcnt ullun a IllpiCtic,n of sewer installation. All pavement not designated li,r removal That is damaged by file Contractor's operations shrill be rc(ltiirc(1, restorc(I or rcl)laccd dcpcnding upon the degree of•damage. Prior to pavement replacement, all e(1gCS that WerC previuuSly cut but have I)CC11 Subse(lucntly danlal ed, S11a11 be rc-cut, and all adjawlt undermined and heaved pavement shall be removed to the edge of the undisturbed trench. SS-11.4 P11 'L'I11Clll 1ZC t)1i�4_l'.illCllt; Ll. General: 1ZC111ovCd pavement Shall be replaced ill Coll1,61'111a11cc 1i'lth the 1 I typical Sections Shown oil the City Standard Drawings, flans, and Technical ' Sll'ect SpecificationS, the rc(luirements specified in the Sllccial Provisions, and will generally be replaced in kind. IZeplaccnu,rtt shall inclu(IC construclion of all courses upon the sliburade feu• a Conlplctc llavcnlcnt Structural Scetiorl. Rcstor•atiorl of'di illaged surfaces shall he aS dilrectcd by the 1:nginecr. I'lllal pavelllelll loiills mllst be 1)a1•011C1 or perpendicular to the stl'ect ccrltcrline. h. Suhgrade Corllpactioll: SuhPradc compaction shall conflorm to SS-7.0. S S-12.0 N1Ez\S t.a r;R� I',\ N1_S e SS-12.1 S(tc,p�: This Secti(,n covers the method ol�mcusurcillenl 111d baSiS ofpaynlunt filr the furnishing of all lahor, e(lui pill cnt, tools and IllatcriuIS and lirr tile perfilrnlancc of all ® 2 related work necessary to complete tllC SCwCr and appurtcnaIICCS. S`>-12.2 jVlallc�cl_�t���c�isu c rrCn : The ,►mould of completed and accepted work shall be measure{ or determined as follows: I. Pipe Sewer: V. Open 'f'renchcd: Measurement of various sire, type and depth pipe sewer will be in linear feet, aS listed on the Bid, based on the true length ofpillC Computed from inside wall to inside wall ofmanholes along centerline of'pipc sewer. Depth range as listed on the Bid and shown on the Plans is the average trench depth between adjacent manholes and will not be measured unless Changed fiCld conditionS result in a ChangC in the Plans by the E ngirlCCr. ► 1• • • c I: Measurement w ll be made ill linear feet h. I unnelcd, Bored c 1 . ac.ku . l lor• the applicable sire of' cast iron pipe sewer, tunneled, bored or jacked as listed in the Bid, basal on the true lcnglh Of'pil)C Shown on the Plans, unless Jau1gel in the field by the i3nginecr. 2. Manholes: MCaSlll'C111011. will be made lm-the applicable type, size and depth of 111a111101CS aS listed in the I3id. The manhole depth shall be detcrnlined by measuring from lop ofcastillg to gullet I)il)C flMN'linc. 3. Encasement: Standard concrete encasement will be measured in linear feet 661. the applicable Size pipe, as listed in the Bid. Concrete collars will be measured as One(I) linear f6ol ofconcrete encasement based on true length of encasement along the centerline of pil)C. 4. Seeding: Seeded areas will be mcasurCd horiZOIltally in linear fled along centerline of,sewer. regardless of,width of'disturbed area or type of'secd used. Seeding will be measured only when centerline ol'sewer lies in grassed areas to be Seeded, as shown on dic Plans. When centerline of'sewel• lies in areas that arC llOt graSSCd, SLIC11 as street paving, driveways, parking areas, gardens, etc., no measurement will be made. Areas that arc disturbed which lie outside the Contractor's normal tl'ellCllllli; arCaS will not be measured for paylllcnt, but Shall be restored to condition equal to or better than that existing prior to Construction. Whell Sewer ends ill a grassed area, nlcasurCnlCnt will bC lnadC only to CCntcrlinc ol•nlan}1olC. ' 5. Rock: MCaSI►1'C111C111 of the quantity ol'excavated rock will be in cubic yards, as listed in the Bid, based on the true iCngthS and dCplhS as nlCasured in the Geld. Payline width shall be the outside diaullCter of'the pipe plus twelve(12) inches. The minimum paylinC xidth shall he twenty-lour (24) inches. _7 SS-12.3 1lasls of floylllcllt Payment 1101. the Coll 1plcled and accepted work shall he n►acle as follows: I. Pipe Scwer (I. _)pen "trenched: Payment will be made at the contract unit price per 1111car foot 161' the applicable size, type and depth of pipe sewer, as 1 listcd in the Bid. Such payment ill(] price shall constitute lull Compensation Im all labor, materials, cduil)lncnt and 6101 the perfOrmancc ol'all work necessary to complete the sewer, including excavation,shcctingand shol.ing,(icwatcring,preparatioil of*bedding, installation ofpipe sewer,back filling-,compaction,disposal of,excess materials and replacement of paverllent. h. "funneled. Bored or.lacked: Payment will be made at the contract unit price per linear toot (61, cast iron I)il)c SCWCr, tLIMICIC(l, bored or jacked as listcd in the Bid. SLICl1 payIIICI)t and price shall constitute 1'011 Compensation fen' all labor. material, Cduiprl)CI11 and 1101' the ' pertiOrnrllllcc of all wort: necessary to Complete the scwer, including all excavation, sheering and shoring, cicwalcring, installation of Casing pipe, tunnel liner plate, grouting, installaton of Carrier p1pC, sand fill, clld scaly, backhlling Compaction and disposal of excess 111atCI-i d, including all cost of jacking and pit(s). 2. Manholes: Paylllcnt will he made at the contact unit priCC per Clleh for the applicable type, size and depth of manholes as listcd in the laid. Such paylllent and price shall constitute lull Conlpcnsati(+n for all work necessary to Complete the manholes, including CxCI►vatic)n, shCetin.�,' Ilnd shoring, dewatering, concrete base, manhole steps, manhole ring and cover, waterproofing, brick or concrete masonry, rcinli►rccd concrete, backfilling, compaction and disposal of,exccss material. 3. L11c"Iscillent: Payllletlt shall be MMIC'. at the CUntr',ICt llllit 1)1'1CC I)C►' 11nCa1' fool ol'ellcascnlcnt, for.the applicable size pipe as listcd in the Bid. SCICII payment S)11.111 Constitute 11111 compensation 161-all labor, 111a1Crials, cduip111ent and (or the perfornumcc of all work neccssary to Co►11p1CtC the itCnl, including reinforced concrete collars• ' 4, Seeding: Payment will he made at the contract unit priCC per linear li)ot 1101 seeding, regardless ol'type (►'seed. as listed in the Bid. Such payment shall constitutC full Conlpcnslltion 161- all 101)01, n)alerillls, cduipnlcnt and work e necessary to complete the item, including, p,radillp, tilling, fertilizing, apl)lieation of seal, Compaction 011(1 mulching. r28 1 S, Rock: Puymcnl will be made at till`ConlraCt unit price per cuhie ysu-d, as listed in the 13X1. Slthll payI1tWit and price shall constitute 11111 compensation (iu.III labor, material, equilpnlent, and all work necessary to complete the rock . removal. 1 SS-13.0 SUBSIDIARY ITEMS section ,rs-30 shall apply. 1 i 1 r 1 1 r 1 1 r r -)g Exhibit A Sill 2003-141 QUQ.f Jefferson. Missouri - 2003-2004 Budget AmendrTignt Worksheet Purpose/description Account Number Revenue Appropriation Transfer from Surplus 6400-0000-0995-9999 $140,000.00 Wastewater Capital Projects 6400-9900-7350-4098 $140,000 $140,000.00 `i;140,000.00 FINANCE DE!"All"I'MENT PURCHASING DIVISION SURIi CI': Bid 2077- Willcoxson Drive Storinwater Improvements & Fl. I ligh St. Improvements Community Development - Opened on November a. 2003 BIDS RI?CI;1Vlt.7: 'Total With Alt. A & 13 Lehman C'onstructivn, California. MU $ 750,471.00 *,I. C. Incltlstrics, .1clTerstoll City, N10 $ 966.784.20 Doll Schneiders Fwavating Co, Inc., ,lefferson City, N10 $ 912.014.69 *'1'wehous Fxcavating, .lcl'Icrson City. Mt) $1.001,390.20 *Outside the corporate city limits ol*thc City ol*.lcflcrson. FISCAL NO TF: 3500-9900-7350-3017 3501-9900-7350-4098 6400-9900-7350-4008 Willcoxin/Lincoln last I ligh Strect Wastewater Budget $ 75,000.00 Budget 5585,209.00 Budget $ 140.000.00 I"xpended 75.00 F'xpencled 28,468.00 I xlended -0- Bid 2077 $75.925.00 Bid 2077 $535,546.00 Bid 2077 140.000.00 Balance -0- Balance $ 21,195.00 Balance -0- PAST I'I;RFORMAN('I : This bidder has completed City projects satisfitetorily in file last. Stall'believes l.,ehman Construction will complete the work as specified and bid. RC.0 ONJN1I"NI)ATI0 N: SluffreC0111111en1I5 UIC award ol,the bid to the lowest, t'csponsible bidder meeting the specifications, I.chnlan Construction ol'Calilornia. Missouri. 'HlV total of the base bid anti Alternates A & B is $750.471.00. A'I"I'AC HM1',NTS - SUPPORTING D0C'1(M1?N"I"A CtuN Tabulation ol'Bids. Departmental Recomnlenclatio-li Purchw ng A nt f)ir 'tot, L' ffllUt11tV DCVClopnlCnt I)Cpt. Interoffice MEMORANDUM Date: November 10, 2003 To: Terry Stephenson Purchasing Agent, Finance From: Matt Morasch /Io utc ,/ - � Deputy Director of Public Works Re: Willcoxon Dr, Stormwater Improvements & E. Fligh St. Improvements Bid No. 2105 The Community Development Department has completed a review of the bids, opened at 1:30 PM on Tuesday November 4, 2003, for the above noted project. As part of the review all the bids were tabulated to check for math errors and to compare unit price quotes of the various contractors. For your information attached to this memo is the tabulation of the four (4) bids that were received for the project. Based on our review the Community Development Department recommends acceptance of the asphalt alternate bids for a total of$750,471.00 (the lowest received bid) for the work included in the proposal from Lehman Construction, 701 Parnela Dr. California, Missouri. To fund the sanitary sewer improvements on the project, a supplemental appropriation transfer from the Wastewater Revenue Surplus account will be required. The project will then be expensed to the following accounts: Account Number(Name): Required: Available: Remaining: 3500 9900 7350 3017(Wilcoxin/Lincoln) $74,925 $74,925 $0 3501 9900 7350 4098 (East High Street) $535,546 $556,741 $21,195 6400 9900 7350 4098 (Wastewater) 51AM00 $140,000 $0 'TOTAL $750,471 Staff is requesting a rule suspension to allow the bill for the contract to be read and approved at the November 17, 2003 City Council meeting, The rule suspension will allow the contractor to proceed with construction of the Wilcoxin/Lincoln portion of the projert (a storrnwater,extension project) yet this winter. It you need any other information please feel free to contact me at extension 453. MM:js Attachments: Bid Tabulation Sheet Original Bids Submitted Transfer Form C: Rich Mays Pat Sullivan FACITY-PROJECTS132048-E.High Streettrecornrnond purchasing memo.doc F, 88 8 "1 E fn 113 ,,,8 E: 2 P,2"?Co,CC, a, rv, Q C; It.It,.1 .1 ll It, (4 e, 1'. 6 '1 0 If, -1 C4 6";".-,-" '.1) It,le, (Al 111 Ili: 8 2 Of.2 E P F s Cc, fill 8 3 81 J 1 N rr 1 1. Olt, 0 I-,'In 4:7 LL ('1.. 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