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R-1357 - 04/08/2014 - WATER MAIN CONTRACT - Resolutions
RESOLUTION 2014-ENG-WA-MAIN-CNTRCT-R-1357 A RESOLUTION APPROVING AND AUTHORIZING THE AWARD AND EXECUTION OF A CONSTRUCTION CONTRACT RELATING TO THE 2014 WATER MAIN REPLACEMENT PROJECT BY AND BETWEEN THE VILLAGE OF OAK BROOK AND J. CONGDON SEWER SERVICE, INC. WHEREAS, the Village has budgeted funds for the replacement of certain water mains in parts of the York Woods subdivision and nearby areas as part of the 2014 Water Main Replacement Project ("Work"); and WHEREAS, on March 28, 2014, the Village solicited bids for the completion of the Work; and WHEREAS, the Village received 11 bids for the completion of the Work; and WHEREAS, J. Congdon Sewer Service, Inc. ("Congdon"), is the lowest responsible bidder for the completion of the Work; and WHEREAS, the Village and Congdon desire to enter into and execute a contract for the completion of the Work in an amount not to exceed $1,219,252 ("Contract'), which Contract is attached to this Resolution as Exhibit A; and WHEREAS,.the President and Board of Trustees have determined that it is in the best interest of the Village to enter into the Contract with Congdon; NOW THEREFORE, BE IT RESOLVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF OAK BROOK, DU PAGE AND COOK COUNTIES, ILLINOIS as follows: Section 1: Recitals. The foregoing recitals are hereby incorporated into, and made a part of, this Resolution as the findings of the President and Board of Trustees of the Village of Oak Brook. Section 2: Approval of the Contract. The President and Board of Trustees hereby approve the Contract by and between the Village and Congdon in substantially the same form attached to this Resolution as Exhibit A, and in a final form acceptable to the Village Manager. Section 3: Authorization and Execution of the Contract. The Village President and Village Clerk shall be, and hereby are, authorized to execute the approved final Contract on behalf of the Village. Section 4: Effective Date. This Resolution shall be in full force and effect upon passage and approval in the manner provided by law. [SIGNATURE PAGE FOLLOWS] Resolution 2014-ENG-WA-MAIN-CNTRCT-R-1357 Water Main Construction Contract—Congdon York Woods Page 2 of 2 APPROVED THIS 8th day of April, 2014 , x_ Gopal G. Lalmalani Village President PASSED THIS 8th day of April, 2014 Ayes: Trustees Adler, Moy, Wolin, Yusuf Nays: None Absent: Trustees Baar, Manzo ATTEST: Charlotte K. Pruss Village Clerk a EXHIBIT A CONTRACT i i i Of OA t 90 Village of Oak Brook _ 2014 Water Main Project Bid Package OOUNit March 7, 2014 i i Table of Contents Section A. Notice to Bidders B. Bid C. Instructions to Bidders D. Technical Specifications E. • Special Conditions F. Statement of Bidder's Qualifications G. References H. Bid Certification I. Contract J. Contract Bond i K. Geotechnical Report i Section A Notice to Bidders March 7, 2014 Ms. Holly Bratanick The Daily Herald P.O. Box 280 Arlington Heights, IL 60006 Dear Ms. Bratanick: Please publish the following legal notice on March 7, 2014: -{ NOTICE TO BIDDERS VILLAGE OF OAK BROOK The Village of Oak Brook will receive bids for: 2014 Water Main Project Sealed bids will be received by Rania Serences, Senior Purchasing Assistant, Village of Oak Brook, 1200 Oak Brook Road, Oak Brook, IL 60523 until 11:00 A.M., Friday, March 28, 2014 prevailing time, and publicly opened in the Samuel E. Dean Board Room at that time. Each bid shall be accompanied by a bank cashier's check, certified check (checks made payable to the Village of Oak Brook) or bid bond for not less than five percent (5%) of the amount bid. Bid Packages, including plans and specifications, are on file at the Oak Brook Village Hall, 1200 Oak Brook Road, Oak Brook, Illinois 60523. Copies of the Bid Package may be obtained by depositing a non-refundable fee of Fifty Dollars ($50.00). No bid shall be withdrawn after opening of bids without the consent of the Village of Oak Brook for a period of ninety (90) days after the scheduled time of opening bids. The Village of Oak Brook reserves the right to reject any or all bids and to waive any informalities in bidding and to accept the bid deemed most advantageous to it. Charlotte Pruss Village Clerk SECTION A I Section B Bid 2014 Water Main Project 1. COST OF WORK: The undersigned, acting for and on behalf of contractor and having familiarized himself with conditions affecting the cost of the work and its performance and having carefully examined and fully understood the entire bid package, hereby affirms and agrees to enter into a contract with the Village of Oak Brook, Oak Brook, IL. To provide all supervision, labor, material, equipment and all other expense items to completely perform the work covered by the specifications in this Bid Package. The undersigned submits herewith his bid for the indicated items on the attached Bid Form (Schedule of Prices). i 1 SECTION B i VILLAGE OF OAK BROOK 2014 WATER MAIN PROJECT BID FORM _ i THE UNDERSIGNED SUBMITS HEREWITH THIS SCHEDULE OF PRICES FOR THE WORK TO BE PERFORMED UNDER THIS CONTRACT SCHEDULE OF PRICES i ITEM TOTAL N0. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL COST I ,ry,� 1 TEMPORARY FENCE FOOT 1000 a6/0 i 2 TREE REMOVAL(6 TO 15 UNITS DIAMETER) UNIT 25 �J ff 3 TREE REMOVAL(OVER 15 UNITS DIAMTER) UNIT 50 4 TREE ROOT PRUNING EACH 40 ®oO 5 TREE PRUNING(1 TO 10 INCH DIAMETER) EACH 10 6 TREE PRUNING(OVER 10 INCH DIAMETER) EACH 10 loo I oco I 7 EROSION CONTROL BLANKET SQYD 510 8 SUPPLEMENTAL WATERING UNIT 50 /0 co 9 PERIMETER EROSION BARRIER FOOT 550 3 16,50 10 INLET FILTERS EACH 42 Ito yoo 11 PORTLAND CEMENT CONCRETE BASE COURSE 12" SQYD 50 �L ooc) 12 AGGREGATE FOR TEMPORARY ACCESS TON 175 1 13 HOT-MIX ASPHALT SURFACE COURSE,MIX"D",N70 TON 25 7 5� 3 14 BITUMINOUS MATERIALS(PRIME COAT) GALLON 10 � 306 15 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT,6" SQYD 800 S (t Cm 16 DRIVEWAY PAVEMENT REMOVAL SQYD 1250 (062 SO 17 STRIP REFLECTIVE CRACK CONTROL TREATMENT FOOT 150 ,5 .5' 18 DUCTILE IRON WATER MAIN 12" FOOT 20 Id 0 '�000 19 WATER VALVES 6" EACH 7 �� 20 WATER VALVES 8" EACH 4 o� o q goo 21 WATER VALVES 10" EACH 1 gD0 g®C.3 22 FIRE HYDRANTS TO BE REMOVED EACH 16 'L(00— (m 23 FIRE HYDRANTS WITH AUXILARY VALVE AND VALVE BOX EACH 18 q 900 '?' 00 U 24 [CONTROLLED LOW-STRENGTH MATERIAL(CLSM) CU YD 75 qo 6 I 2 SECTION B i VILLAGE OF OAK BROOK 2014 WATER MAIN PROJECT BID FORM THE UNDERSIGNED SUBMITS HEREWITH THIS SCHEDULE OF PRICES FOR THE WORK TO BE PERFORMED UNDER THIS CONTRACT SCHEDULE OF PRICES ITEM TOTAL N0. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL COST i 25 PIPE UNDERDRAINS 6" FOOT 23 * i 26 INLETS,TYPE A,TYPE 8 GRATE EACH 1 27 INLETS,TYPE B,TYPE 9 FRAME AND GRATE EACH 1 1000 � ©� 0 28 VALVE VAULTS,TYPE A,4'DIAMETER,TYPE 1 FRAME,CLOSED LID EACH 9 Cot) (f)00 29 VALVE VAULTS,TYPE A,5'DIAMETER,TYPE 1 FRAME,CLOSED LID EACH 3 1 11r, 0 3LO 0 30 FILLING VALVE VAULTS EACH 11 )L,2 OCR 31 NON-SPECIAL WASTE DISPOSAL CU YD 1230 i 230 32 SPECIAL WASTE PLANS AND REPORTS L SUM 1 3,5 b® 3560 33 SOIL DISPOSAL ANALYSIS EACH 4 ;t yo 5 C) 34 DETECTOR LOOP REPLACEMENT FOOT 60 / �p 35 PVC C-900 WATER MAIN,6" FOOT 4100 (00 Y1000() 1 36 PVC C-900 WATER MAIN,8" FOOT 1900 7 0 2� 600 37 PVC C-900 WATER MAIN,10" FOOT 400 ® ✓ �b� 38 TEMPORARY HYDRANT EACH 3 39 EXTERNAL JOINT RESTRAINT FOR PVC C-900 WATER MAIN EACH 16 F dr jj 40 NON-PRESSURE WATER MAIN CONNECTION"A" L SUM 1 I 7 5' 41 NON-PRESSURE WATER MAIN CONNECTION"B" L SUM 1 q 6ev 0C)c> 42 NON-PRESSURE WATER MAIN CONNECTION"C" L SUM 1 g0oo o0 v I / / 43 NON-PRESSURE WATER MAIN CONNECTION"D" L SUM 1 65-00 4 P OO 44 NON-PRESSURE WATER MAIN CONNECTION"E" L SUM 1 `7 0 to Lt Qt)(5 45 NON-PRESSURE WATER MAIN CONNECTION"F" L SUM 1 ovo -! ooe) 46 NON-PRESSURE WATER MAIN CONNECTION"G" L SUM 1 -9'Q©0 (5� 600 47 NON-PRESSURE WATER MAIN CONNECTION"H" L SUM 1 1-10co j 004 48 NON-PRESSURE WATER MAIN CONNECTION"I" L SUM 1 ti 0`9" (m® I 3 SECTION B I VILLAGE OF OAK BROOK 2014 WATER MAIN PROJECT BID FORM 1 THE UNDERSIGNED SUBMITS HEREWITH THIS SCHEDULE OF PRICES FOR THE WORK TO BE PERFORMED UNDER THIS CONTRACT SCHEDULE OF PRICES ITEM TOTAL N0. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL COST I 49 NON-PRESSURE WATER MAIN CONNECTION"J" L SUM 1 50 NON-PRESSURE WATER MAIN CONNECTION"K" L SUM 1 �Dc)o k?o 6 b 51 NON-PRESSURE WATER MAIN CONNECTION"L" L SUM 1 7�dd '7 oo G 52 TRACER WIRE IN CONDUIT FOOT 6400 53 TRACER WIRE ACCESS BOX EACH 30 ✓0 54 WATER SERVICE,NEAR SIDE,11/2" EACH 15 19 60 I i 55 WATER SERVICE,NEAR SIDE,11/2"(5-FOOT BEYOND BACK-OF-CURB) EACH 8 ��� 6C16 56 WATER SERVICE,NEAR SIDE,11/2"(25-FOOT BEYOND RIGHT-OF-WAY) EACH 2 J D 6O0 57 WATER SERVICE,FAR SIDE,11/2" EACH 20 1906- 3C 6 58 WATER SERVICE,FAR SIDE,11/2"(5-FOOT BEYOND BACK-OF-CURB) EACH 9 000 ©f�A 59 WATER SERVICE,FAR SIDE,11/2"(25-FOOT BEYOND RIGHT-OF-WAY) EACH 1 "sce) o G 1 60 WATER SERVICE,NEAR SIDE,(SPECIAL) EACH 1 0;� goo 61 WATER SERVICE,FAR SIDE,(SPECIAL) EACH 1 900 62 WATER SERVICE,NEAR SIDE,2" EACH 3 2 00 too 63 WATER SERVICE,FAR SIDE,2" EACH 1 �2 Soo ,� 5_6 64 COMPRESSION COUPLING AND EXTENSION OF WATER SERVICE EACH 20 too 606 REMOVE AND REPLACE COMBINATION CONCRETE CURB AND GUTTER, 65 TYPE M-4.12 FOOT 400 �0 REMOVE AND REPLACE COMBINATION CONCRETE CURB AND GUTTER, 66 TYPE B-6.12 FOOT 50 000 j 67 STORM SEWER(SPECIAL)8" FOOT 200 7 V /!e 060 68 STORM SEWER(SPECIAL),SPECIAL INSTALLATION,8" FOOT 110 f✓ O O 69 REMOVE AND REPLACE WITH STORM SEWER(SPECIAL)8" FOOT 65 f dS o 70 REMOVE AND REPLACE WITH STORM SEWER(SPECIAL)12" FOOT 250 `x' 71 REMOVE AND REPLACE WITH STORM SEWER(SPECIAL)16" FOOT 150 i 72 IREMOVE AND REPLACE WITH STORM SEWER(SPECIAL)18" FOOT 50 �P r 4 SECTION B VILLAGE OF OAK BROOK 2014 WATER MAIN PROJECT BID FORM THE UNDERSIGNED SUBMITS HEREWITH THIS SCHEDULE OF PRICES FOR THE WORK TO BE PERFORMED UNDER THIS CONTRACT SCHEDULE OF PRICES ITEM TOTAL N0. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL COST 73 REMOVE AND REPLACE WITH STORM SEWER(SPECIAL)24" FOOT 50 '7S- 74 SANITARY SERVICE REPAIR FOOT 350 35 75 SUMP LINE REPAIR EACH 5 0 U b 76 REMOVE AND REPLACE PEDESTRIAN PATH SQYD 30 S 77 REMOVE AND REPLACE BRICK PAVER DRIVEWAY SQYD 50 0 78 TEMPORARY PAVEMENT,1.5" SQYD 4600 L�1 � gor 79 TEMPORARY PAVEMENT,2" SQYD 275 +°' s 00 80 STREET SWEEPING HOUR 200 � � 81 WATER VALVE BOXES TO BE ABANDONED EACH 1 CIO 0 82 FIRE HYDRANTS TO BE REMOVED AND SALVAGED EACH 2 f)00 83 TRENCH BACKFILL,SPECIAL CU YD 4100 . 600 84 EXPLORATION TRENCH,SPECIAL FOOT 200 85 SODDING,SPECIAL SQYD 8000 86 PAVEMENT REMOVAL(SPECIAL) SQYD 4875 �+ 3 87 ABANDON EXISTING WATER MAIN,FILL WITH CLSM FOOT 50 j V 0 88 INLETS,TYPE A,WITH SPECIAL FRAME AND GRATE EACH 6 0 89 MANHOLES,5'-DIAMETER,TYPE 1 FRAME,CLOSED LID,SPECIAL EACH 1 cno 8 90 INLETS,TYPE B,WITH SPECIAL FRAME AND GRATE EACH 3 91 TRAFFIC CONTROL AND PROTECTION,(SPECIAL),YORK ROAD L SUM 1 d®� TRAFFIC CONTROL AND PROTECTION,(SPECIAL),YORK WOODS 92 SUBDIVISION L SUM 1 000 �C1 93 TRAFFIC CONTROL AND PROTECTION,(SPECIAL),HARGER ROAD AREA L SUM 1 0c) 94 HOT-MIX ASPHALT DRIVEWAY PAVEMENT,4" SQYD 450 Li. -00 95 CONSTRUCTION LAYOUT ILSUM 1 +2 J-00' 96 DRAINAGE STRUCTURE TO BE REMOVED EACH 5 5 SECTION B i j VILLAGE OF OAK BROOK 2014 WATER MAIN PROJECT BID FORM THE UNDERSIGNED SUBMITS HEREWITH THIS SCHEDULE OF PRICES FOR THE WORK TO BE PERFORMED UNDER THIS CONTRACT SCHEDULE OF PRICES i ITEM TOTAL N0. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL COST 73 REMOVE AND REPLACE WITH STORM SEWER(SPECIAL)24" FOOT 50 74 SANITARY SERVICE REPAIR FOOT 350 75 SUMP LINE REPAIR E H 5 76 REMOVE AND REPLACE PEDESTRIAN PATH /Q YD 30 77 REMOVE AND REPLACE BRICK PAVER DRIVEWAY SQYD 50 78 TEMPORARY PAVEMENT,1.5" SQYD 0 i 79 TEMPORARY PAVEMENT,2" SQYD 0 80 STREET SWEEPING HOUR 200 81 WATER VALVE BOXES TO BE ABANDONED V EACH 1 82 FIRE HYDRANTS TO BE REMOVED AND SALVAGED EACH 2 1 83 TRENCH BACKFILL,SPECIAL CU YD 4100 84 EXPLORATION TRENCH,SPECIAL FOOT 200 85 SODDING,SPECIAL SQYD 8000 86 PAVEMENT REMOVAL(SPECIAL) SQYD 4875 87 ABANDON EXISTING WATER MAIN,FILL WITH CLS �OT 50 88 INLETS,TYPE A,WITH SPECIAL FRAME AND GRA E EA\H 6 89 MANHOLES,5'-DIAMETER,TYPE 1 FRAME,CL SED LID,SPECIAL EAC 1 90 INLETS,TYPE B,WITH SPECIAL FRAME AND RATE EACH 3 1 91 TRAFFIC CONTROL AND PROTECTION,(S ECIAL),YORK ROAD L SUM 1 TRAFFIC ROL AND PROTECTION, ECIAL,YOR O D 92 SUBDIVISION LS UM 1 93 TRAFFIC CONTROL AND PROTECTION,(SPECIAL),HARGER ROAD AREA L SUM 1 94 HOT-MIX ASPHALT DRIVEWAY PAVEMENT,4" SQYD 450 95 CONSTRUCTION LAYOUT L SUM 1 96 DRAINAGE STRUCTURE TO BE REMOVED EACH 5 5 SECTION B i VILLAGE OF OAK BROOK 2014 WATER MAIN PROJECT BID FORM i THE UNDERSIGNED SUBMITS HEREWITH THIS SCHEDULE OF PRICES FOR THE WORK TO BE PERFORMED UNDER THIS CONTRACT SCHEDULE OF PRICES I ITEM TOTAL NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL COST 97 DUST CONTROL WATERING UNIT 200 9 98 STEEL CASINGS 18" FOOT 88 BIDDER'S PROPOSAL FOR THE ENTIRE IMPROVEMENT(TOTAL BID) $ , g 12 iy(j I ALL OF THE ABOVE ITEMS,COMPLETE,IN PLACE,AS SPECIFIED,FOR THE TOTAL AMOUNT OF: _ 1 ,1 (IN WRITING) i i I i I 6 SECTION B i , 2. COSTS: The undersigned contractor hereby affirms and states the prices quoted herein constitute the total cost to the Village for all work involved in the respective items and that this cost also includes all insurance, royalties, transportation charges, use of all tools and equipment, superintendence, overhead expense, all profits and all other work, services and conditions necessarily involved in the work to be done and materials to be furnished in accordance with the requirements of the contract documents considered severally and collectively. All bids shall be held valid for a period of ninety (90) days after the bid due date. 3. PRE-BID MEETING: None. 4. INSTRUCTIONS TO BIDDERS: The undersigned contractor shall comply with all provisions and requirements of this Bid Package. 5. TIME OF COMPLETION: The undersigned affirms and declares that if awarded the contract for this work he will completely perform said contract in strict accordance with its terms and conditions by September 15, 2014, with work commencing on the 10th day following the date of receipt of the Notice to Proceed, unless additional time shall be granted by the Village in accordance with the provisions of the specifications. Punchlist items must be completed within 10 calendar days of receipt of the final punchlist letter. Parkway restoration of sod may be delayed until September should the Contractor not have the ability to install prior to July 1. Should the contractor fail to complete the work by said time or within such extended time as may have been allowed the contractor shall be liable to the Village in the amount set forth in the specifications. 6. BID GUARANTEE: Accompanying this bid is a bid bond, or bank cashier's check or certified check for not less than five percent (5%) of the amount of the Base Bid made payable to the Village of Oak Brook. The amount of the bid bond or check is ($ ). If this bid is accepted and the undersigned shall fail to execute a contract and the contract bond, provide acceptable Certificates of Insurance, and provide an acceptable Progress Schedule as required herein, it is hereby agreed that the amount of the bid bond or check shall become the property of the Village and shall be considered as payment of damages due to delay and other causes suffered by the Village because of the failure to execute said contract, contract bond, acceptable Certificate of Insurance and Progress Schedule; otherwise said bid bond or check shall be returned to the undersigned. 7 SECTION B i Attach bid bond, bank cashier's check or certified check here. i 1 In the event that one bid bond or one check is intended to cover two or more bids, the amount must equal the sum of the proposal guarantees of the individual sections covered. The bid guarantees of all except the 2 lowest responsible bidders shall be returned after the President and the Board of Trustees of the Village of Oak Brook award the contract. The bid guarantees of the 2 lowest responsible bidders shall be returned after a contract, contract bond, acceptable certificate of insurance, and an acceptable progress schedule have been received from the successful bidder and approved by the Village of Oak Brook. The bid guarantee of all bidders shall be returned in the event that the President and Board of Trustees of the Village of Oak Brook reject all bids. 8 SECTION B March 20,2014 To All Prospective Bidders Village of Oak Brook 2014 Water Main Project Addendum 91 Please review the attached Addendum 41 concerning a change to the Bid Forms, Schedule of Prices,and Contract Plans. This letter is being forwarded to all plan holders as of today's date and will be included with the distribution of any subsequent plans between today's date and the date of the bid opening. Respectfully, Thomas Engineering Group,LLC on behalf of the Village of Oak Brook Nicholas J. Orf,PT.,CFM,CPESC 2014 Water Main Project Addendum#1 ADDENDUM#1 March 20, 2014 Village of Oak Brook 2014 Water Main Project Bid Opening: March 28, 2014, 11:00AM The attention of all prospective bidders for the Village of Oak Brook 2014 Water Main Project is directed to the attached correspondence. 1. Schedule of Prices: Replace page 5 in Section B - Bid Form, Schedule of Prices with the attached Schedule of Prices page 5: 2. Summary of Quantities: a) Change the following Line Item Total Quantities on Drawing No. 5 of 38 of the contract plans, as shown: ITEM SP. PAY YORK YORK HARGER TOTAL WOODS WOODS ROAD NO. PROV. CODE DESCRIPTION UNIT WATER STORM WATER QUANTITY MAIN SEWER MAIN 78 NA TEMPORARY PAVEMENT,1.5" SQ YD 4000 600 4600 79 * NA TEMPORARY PAVEMENT,2" SQ YD 275 275 Please sign in the space provided below and attach this page to the Bid Proposal as acknowledgment of receipt of this addendum. Receipt is acknowledged for ADDENDUM NO. 1 a rr Contractor: - C(3n a LO�Safv iu-, Street Address: City&Stater Telephone: Section C Instructions 1. RECEIPT OF BID: 28th day, March, 2014; 11:00 A.M. 2. BASIS OF BID: Sealed bids will be received until the above noted time and date. 3. PROJECT DESCRIPTION: 2014 Water Main Project The improvements include the installation of new water main in the York Woods Subdivision, generally located on Dover Drive, Windsor Drive, Bradford Lane, and Hunt Club Road as well as Harger Road near Oak Brook Mall. The length of the 6-inch and 8-inch water main installation in York Woods subdivision is approximately 6,000 feet, and the length of 10-inch water main installation on Harger Road is approximately 400 feet. The project's work generally consists of the following: pavement removal, earth excavation, parkway landscaping, water main installation, water service connections and installation, storm sewer, concrete curb and gutter, pavement patching, water main abandonment, and all incidental and collateral work necessary to complete the project as shown on the Plans and described herein. 4. PREPARATION AND SUBMISSION OF BID: A. The bid must be delivered to the office of the Purchasing Clerk, Village of Oak Brook, 1200 Oak Brook Road, Oak Brook, IL 60523 on or before Friday, at 11:00 A.M., prevailing time, March 28th, 2014, at which time it will be publicly opened and read in the S. E. Dean Board Room of the Village Hall. Bids received after this time will not be considered and will be returned unopened. The Village will have 90 days to review the bid. B. The bid shall be submitted on the exact form furnished. All blank spaces for bid price, unit cost and alternates must be filled in--in ink--in both words and figures (as stipulated). In case of any discrepancy in the amount proposed, the prices expressed in written words shall govern. Bids which are noticeably unbalanced may be voided at the sole discretion of the Village. Each bid must be accompanied by a bank cashier's check, bid bond, or certified check in the amount of 5% of the bid (checks made payable to the Village of Oak Brook). C. Each bidder must complete, execute and submit with its bid a certification that contractor is not barred from public contracting due to bid-rigging or bid rotating convictions on the form included with the bidding documents. SECTION C D. Each bidder must submit a complete bid acka a including the following items: 1.Bid. 2.Bid Bond, or other Bid Security as required 3.References 4.Statement of Bidder's Qualifications 5.Bid Certification 6.Contract(Signed) E. The Contract Bond (Performance and Payment) is provided as information, and will be completed by the successful bidder only upon acceptance of the bid by the Village. The surety company issuing the Contract Bond must be listed and approved by the U.S. Department of the Treasury. Letters of Credit will not be accepted in place of the Contract Bond. F. The bid shall be submitted in an opaque sealed envelope on or before the time stated and shall bear the name of the individual, firm, or corporation submitting the Bid and the Bid Name - "2014 Water Main Project" G. Bidders may attached separate sheets to the bid for the purpose of explanation, exception, alternate bid and to cover the unit price, if needed. H. Bidders may withdraw their bid either personally or by written request at any time before the hour set for the bid opening, and may resubmit it. No bid may be withdrawn or modified after the bid opening except where the award of contract has been delayed for a period of more than ninety (90) days. I. In submitting this bid, the bidderr further declares that the only person or party interested in the bid as principals are those named herein, and that the bid is made without collusion with any other person, firm or corporation. J. The bidder further declares that he has carefully examined this entire Bid Package and he has inspected in detail the site of the proposed work, and that he has familiarized himself with all of the local conditions affecting the contract and the detailed requirements of this work and understands that in making the bid he waives all rights to plead a misunderstanding regarding same. K. The bidder further understands and agrees that if his bid is accepted, he is to furnish and provide all necessary machinery, tools, apparatus, and other means to do all of the work and to furnish all of the materials specified in the contract, except such materials as are to be furnished by the owner (Village), in the manner and at the time therein prescribed, and in accordance with the requirements therein set forth. 2 SECTION C I L. The bidder declares that he understands that the quantities listed on the Bid are approximate only and that they are subject to increase or decrease; and that he will take in full payment thereof the amount and the summation of the actual quantities, as fully determined by the Village. M. The bidder further agrees that the price submitted within the bid is for the purpose of obtaining a gross sum, and for use in computing the value of extras and deductions. If there is a discrepancy between the gross sum bid and that resulting from the summations of the quantities multiplied by the unit price, the latter shall apply. N. The bidder further agrees that if the Village decides to extend or shorten the work, or otherwise alter it by extras or deductions, including elimination of one or more of the items, as provided in the specifications, he will perform the work as altered, increased or decreased, at the contract unit price. O. The bidder further agrees that the Village representative may at any time during the progress of the work covered by this Contract, order other work or materials incidental thereto and that all such work and materials as do not appear in the bid or contract as a specific item covered by a lump sum price, and which are not included under the bid price for other items in the Contract, shall be performed as extra work, and compensation shall be as set forth in the specifications. P. The bidder further agrees to execute all documents within this Bid Package, obtain a Certificate of Insurance for this work and present all of these documents within fifteen (15) days after the receipt of the Notice of Award to the Village. Q. The bidder further agrees that he and his surety will execute and present within fifteen (15) days after the receipt of the Notice of Award and the Contract, a Contract bond satisfactory to and in the form prescribed by the Village, in the penal amount of 100% of the Contract amount, guaranteeing the faithful performance of the work and payment for labor, material, supplies, apparatus, fixtures, machinery, and subcontractors in accordance with the terms of the Contract. R. The bidder further agrees to begin work not later than ten (1 0) days after receipt of the Notice to Proceed, unless otherwise provided, and to execute the work in such a manner and with sufficient materials, equipment and labor as will insure its completion within the time limit specified within the Bid, it being understood and agreed that the completion within the time limit is an essential part of the contract. 3 SECTION C S. By submitting a Bid, the bidder understands and agrees that, if his bid is accepted, and he fails to enter into a contract forthwith, he shall be liable to the Village for any damages the Village may thereby suffer. T. No bid will be considered unless the party offering it shall furnish evidence satisfactory to the Village that he has necessary facilities, ability and pecuniary resources to fulfill the conditions of the Contract. U. If any person contemplating submitting a bid for the proposed contract is in doubt as to the true meaning of any part of the plans, specifications or other proposed contract documents, he may submit to the Village Engineer a written request for an interpretation thereof. The person submitting the request will be responsible for its prompt delivery. Any interpretation of the documents will be made only by addendum duly issued by the Village, and a copy of such addendum will be delivered to each person receiving a set of such documents. The Village will not be responsible for any other explanation or interpretation of the Bid Package. 5. SUBSTITUTIONS: A. Certain materials and equipment are specified by a manufacturer or trade name to establish standards of quality and performance and not for the purpose of limiting competition. Bidders are invited to submit bids not only on named items but also on items which they propose for substitution of named items. Products of other manufacturers may be substituted, if, in the opinion of the Village, they are equal to those specified in quality, performance, design and suitability for intended use. Where two or more items are specified, the selection among those specified is the bidder's option, or he may submit his bid on all such items. B. Bids shall be based on materials included in the specifications. Substitutions for the purpose of evaluating bids will be considered only if proposed substitutions are set forth in the sealed bid and will only be accepted prior to the award of the contract. The offer of substitutions shall be an integral part of the bid, appearing immediately after all requested bids and before the signature of the bidder. C. Substitutions of materials other than those specified will not be considered in the base bid price. However, other substitutions may be listed in the specified place in the Bid Form, with the indication of the change in the base unit cost and the total cost. D. In addition to the requirements heretofore mentioned, in order for substitutions to qualify for consideration, the following shall accompany each bid: 4 SECTION C 1. Each proposed substitution shall be itemized showing manufacturer name, catalog number, quantity, unit cost and total cost. The bidder shall prepare the necessary forms to list his substitutions in the manner outlined. 2. Each bid offering substitutions shall be accompanied by descriptive literature, catalog data, complete technical specifications and reports of all pertinent tests concerning the bidder's proposed substitutions. 6. CONDITIONS: A. The Village is exempt from Federal excise tax (#36-600-9534) and the Illinois Retailer's Occupation Tax (#E9997-4381-06). This bid cannot include any amounts of money for these taxes. B. To be valid, the bids shall be itemized so that selection for purchase may be made, there being included in the price of each unit the cost of delivery (FOB Destination). C. The Village shall reserve the right to add or to deduct from the base bid and/or alternate bid any item at the prices indicated in itemization of the bid. D. All bids shall be good for ninety (90) days from the date of the bid opening 7. BASIS OF AWARD: The Village of Oak Brook reserves the right to reject any or all bids and to waive any informality or technical error and to accept any bid deemed most favorable to the interests of the Village of Oak Brook. In addition to price, the Village will consider: A. Ability, capacity and skill to fulfill the contract as specified. B. Ability to supply the commodities, provide the services or complete the construction promptly, or within the time specified, without delay or interference. C. Character, integrity, reputation, judgment, experience and efficiency. D. Quality of performance on previous contracts. E. Previous and existing compliance with laws and ordinances relating to the contract. F. Sufficiency of financial resources. 5 SECTION C G. Quality, availability and adaptability of the commodities, services or construction, in relation to the Village's requirements. H. Ability to provide future maintenance and service under the contract. I. Number and scope of conditions attached to the bid/proposal. J. Record of payments for taxes, licenses or other monies due the Village. 8. GUARANTEE: Contractor (successful bidder) will guarantee all work for a period of one (1) year against faulty material and/or workmanship. Consequently, the contractor's Contract Bond will extend to one (1) year past the date of final acceptance of the entire work by the President and Board of Trustees of the Village. If any defect appears within the one (1) year guarantee period, the contractor will repair any and all such defects solely at his cost and at no cost to the Village. 9. PAYMENT: The Village of Oak Brook authorizes the payment of invoices on the second and fourth Tuesday of the month. For consideration on one of these dates, payment request must be received no later than fourteen (14) days prior to the second or fourth Tuesday of the month. All payment requests shall be in accordance with the applicable portions of the specifications (see Section D of this Bid Package) 10. INDEMNIFICATION: The Contractor shall protect, indemnify, save, defend and hold forever harmless the Village and/or its officers, officials, employees, volunteers, agents and Thomas Engineering Group, LLC from and against all liabilities, obligations, claims, damages, penalties, causes of action, costs and expenses, including without limitation court costs, insurance deductibles and attorney's fees and expenses, which the Village and/or its officers, officials, employees, volunteers, agents and Thomas Engineering Group, LLC may incur, suffer or sustain, or for which the Village and/or its officers, employees, agents and Thomas Engineering Group, LLC may become obligated by reason for any accident, injury to or death of persons or loss of or damage to property, or civil and/or constitutional infringement of rights (specifically including violations of the Federal Civil Right Statutes), arising indirectly or directly in connection with or under, or as a result of, this or any Agreement by virtue of any act or omission of any of the Contractor's officers, employees, subcontractors, and/or agents, provided that the Contractor shall not be liable for claims, obligations, damages, penalties, causes of action, costs and expenses arising solely by any act or omission of the Village's officers, officials, employees, volunteers and/or agents. 6 SECTION C „ k r Document A310' - 2010 Bid Bond CONTRACTOR: SURETY: (Name, legal status and address) (Name, legal status and principal place of business) ADDITIONS AND DELETIONS: J. Congdon Sewer Service, Inc. Hudson Insurance Company The author of this document has 170-A Alexandra Way 100 William Street added information needed for its Carol Stream,IL 60188 New York,NY 10038 completion.The author may also have revised the text of the original OWNER: AIA standard form.An Additions and (Name, legal status and address) Deletions Report that notes added Village of Oak Brook information as well as revisions to the 1200 Oakbrook Road standard form text is available from Oak Brook,IL 60523 the author and should be reviewed.A vertical line in the left margin of this BOND AMOUNT:$Five Percent of Accompanying Bid(5%of Bid) document indicates where the author has added necessary information PROJECT: and where the author has added to or (Name, location or address, and Project number, if any) deleted from the original AIA text. 2014 Water Main Replacement This document has important legal consequences.Consultation with an attorney is encouraged with respect to its completion or modification. The Contractor and Surety are bound to the Owner in the amount set forth above,for the payment of which the Contractor and Surety bind themselves,their heirs,executors, Any singular reference to Contractor, administrators,successors and assigns,jointly and severally,as provided herein.The Surety,Owner or other party shall be conditions of this Bond are such that if the Owner accepts the bid of the Contractor within considered plural where applicable. the time specified in the bid documents,or within such time period as may be agreed to by the Owner and Contractor,and the Contractor either(1)enters into a contract with the Owner in accordance with the terms of such bid, and gives such bond or bonds as may be specified in the bidding or Contract Documents,with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner,for the faithful performance of such Contract and for the prompt payment of labor and material fiumished in the prosecution thereof;or(2)pays to the Owner the difference,not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid,then this obligation shall be null and void, otherwise to remain in full force and effect.The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid.Waiver of notice by the Surety shall not apply to any extension exceeding sixty(60)days in the aggregate beyond the time for acceptance of bids specified in the bid documents,and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty(60)days. If this Bond is issued in connection with a subcontractor's bid to a Contractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so AIA Document A310-—2010.Copyright©1963,1970 and 2010 by The American Institute of Architects.All rights reserved.WARNING:This AIA"°Document Init• is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA Document,or any portion of it, may result In severe civil and criminal penalties,and will be prosecuted to the maximum extent possible underthe law.This documentwas produced by t AIA software at 15:15:27 on 03/25/2014 under Order No.6524153081_1 which expires on 06/25/2014,and is not for resale. (1431075128) User Notes: WER o furnished,the intent is that this Bond shall be construed as a statutory bond and not as a common Won orp° :n Signed and sealed this 28th day of March,2014 al J. Congdon Sewer Service Inc. °•° , 'Qe� (Con ractor as Princip (Mtn ) Title) , Mad,4ea7" Hudson Insurance Company (Surety) (Seal) (Witness) (Tit e)Ro ert H. Walker,Attorney-in-fact AIA Document A31oT"^—2010.Copyright©1963,1970 and 2010 by The American Institute of Architects.All rights reserved.WARNING:This Ale Document Init. is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this Ale Document;or any portion of it, 2 may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by t AIA software at 15:15:27 on 03/25/2014 under Order No.6524153081_1 which expires on 06/25/2014,and is not for resale. User Notes: (1431075128) AIN HUDSON INSURANCE GROW"' "' BID BOND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That HUDSON INSURANCE COMPANY,a corporation of the State of Delaware,with offices at 100 William Street,New York,New York, 10038,has made, constituted and appointed,and by these presents, does make, constitute and appoint Kevin J.Scanlon,Robert H.Walker,Richard L.McWethy,Gary A.Eaton,Jr. of the State of Illinois its true and lawful Attorney(s)-in-Fact,at New York City in the State of New York,each of them alone to have full power to act without the other or others,to make,execute and deliver on its behalf,as Surety,bid bonds for any and all purposes. Such bid bonds,when duly executed by said Attomey(s)-in-Fact,shall be binding upon said Company as fully and to the same extent as if signed by the President of said Company under its corporate seal attested by its Secretary. In Witness Whereof,HUDSON INSURANCE E COMPANY New as caul ewthese presents to be of its Executive Vice President thereunto d ized,on this 10th day of April HUDSON INSURA CE COMPANY «o t . t s fYt3 .. ....... ............... By`� �V .......... eS[w v Christopher T.Suarez, xecu rve Vice President Dina lakis,Corporate Secretary STATE OF NEW YORK COUNTY OF NEW YORK SS. me duly sworn did On the 10th day of April 120 13 before me personally came Christopher T.Suarez described herein who and which executed the above depose and say that he is an Executive Vice President of HUDSON INSURANCE COMPANY the Company that it was so affixed by order of instrument,that he knows the seal of said Company,that the seal affixed to said instrument is the rporate seal of said Company, the Board of Directors of said Company,and that he signed his name thereto by like order. >`> M MU A MURP (Notarial Seal) ` > .•pN�Y P ell,/',/�� Notary Public, tate of New Y k No.OlMU606 3 • p `� % Qualified in Nassau • y �F Commission Expires December 10,2013 S olMU606 m • u CERTIFICATION 40"A STATE OF NEW Y COUNTY OF NEW Y /!! The undersigned Dina 15askalakis hereby certifies: THAT the original resolution,of which the following is a true and correct copy,was duly adopted by unanimous written consent of the Board of Directors of Hudson Insurance Company dated July 21s,2007,and has not since been revoked,amended or modified: "RESOLVED,that the President,agents,oExecuti attorney Vic omeysintfact for the purpose of carrying n on this C�ompany'sesurety businesthe and to empower discretion,to appoint such agent g such agent or agents, or attorney or attomeys-in-fact, to execute and deliver, under this Company's seal or otherwise, bonds obligations, an recognizances, whether made by this Company as surety thereon or otherwise, indemnity contracts,contracts and certificates, and any and all other contracts and undertaking made in the course of this Company's surety business,and renewals,extensions,agreements,waivers,consents or stipulations regarding undertakings so made;and FURTHER RESOVLED,that the signature of any such Officer of the Company and the Company's seal may be affixed by facsimile to any power of attorney or certification given for the execution of any bond,undertaking,recognizance,contract of indemnity or other written obligation in the nature thereof or related thereto,such signature and seal when so used whether heretofore or hereafter,being hereby 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." THAT the above and foregoing is a full,true and correct copy of Power of Attorney issued by said Company,and of the whole of the original and that the said Power of Attorney is still in full force and effect and has not been revoked,and furthermore that the Resolution of the Board of Directors,set forth in the said Power of Attorney is new in force. 1 ss the hand of the undersigned and the seal of said Company this 28 t�l day o YC11 20 iKf7 ;�• f81A . ;s' ' Dina Daskalaki , orporate Secretary Form Bid 8 2010(v0 » 0 E . .. / �o CL \ ) » � m \ k ai ,g z , t } - . } a» l< G� 0 Cr 7 q { c { \ } \ \ k m / 2 CD 0 0 ® , _ 2 m \� a > / 7 \ / =r / / 0 CL _ 2 O i /0 % E 77 1. \ R G 2 2 T 0 CD§2 M / 7 0 % \ § w \ C \ F > � A 2 » crj) t \ n 7 CL § E 2 k \ \ / !k } 2 E aj / q \ \ rt }:00„00 7 \ \ k Q. E » \ E x a CL I E \ 0 # E © 2 ® -< = c % S ) E @ E e E � ® ® ] o § / @ K § k » Q } cn \ } 7 ƒ m & C E 2 / 2 ® : 2 G / & g i g a = 1 m G 0 �= G r = ® - : = Q m 7 o 2 § / 0 � CD m » x M E m / / \ B M ■ ; a rD 2 g S _fu E m ] \ ° E a § :E « w" & ] fD \ j 0 / / \ / 7 « « M CL / \cr / / o i � Firm Name: J. CONGDON SEWER SERVICE, INC Address: 170-A ALEXANDRA WAY � City, State, ZIP: CAROL STREAM, IL 60188 Signature: d i Name PrintedA/L C40 Y- Y-&v d. L Title: r � � Telephone! 510--Q42)4 Dater If a Corporation: ATTEST: Secretary 9 SECTION B The contractor shall hold the Village and Thomas Engineering Group, LLC harmless for any and all claims for labor, material, apparatus, equipment, fixtures or machinery furnished to the contractor for the purpose of performing the work under the contract; and the payment of all direct and indirect damages to any person, firm, company or corporation suffered or sustained on account of the performance of such work during the time the contract is in force. 11. INSURANCE: Certificates of Insurance and Additional Insured Endorsement shall be presented to the Village within fifteen (15) days after the receipt by the contractor of the Notice of Award and the unexecuted contract, it being understood and agreed that the Village will not approve and execute the contract nor will the bid guarantee be returned until acceptable insurance certificates are received and approved by the Village. Each contractor performing any work pursuant to a contract with the Village of Oak Brook and each permittee working under a permit as required pursuant to the provisions of Title 1, Chapter 8 of the Code of Ordinances of the Village of Oak Brook (hereinafter referred to as "Insured") shall be required to carry such insurance as specified herein. Such contractor and permittee shall procure and maintain for the duration of the contract or permit insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work under the contract or permit, either by the contractor, permittee, or their agents, representatives, employees or subcontractors. A contractor or permittee shall maintain insurance with limits no less than: A. General Liability - $2,000,000 combined single limit per occurrence for bodily injury, personal injury and property damage, provided that when the estimated cost of the work in question does not exceed $25,000, the required limit shall be $1,000,000; B. Automobile Liability (if applicable) - $1,000,000 combined single limit per accident for bodily injury and property damage; C. Worker's Compensation and Employer's Liability - Worker's Compensation limits as required by the Labor Code of the State of Illinois and Employer's Liability limits of$1,000,000 per accident. Any deductibles or self-insured retention must be declared to and approved by the Village. At the option of the Village, either the insurer shall reduce or eliminate such deductible or self-insured retention as respects the Village, its officers, officials, employees and volunteers; or the Insured shall procure a bond guaranteeing 7 SECTION C payment of losses and related investigations, claim administration and defense expenses to the extent of such deductible or self-insured retention. The policies shall contain, or be endorsed to contain, the following provisions: D. General Liability and Automobile Liability Coverage - (1) The Village, its officers, officials, employees and volunteers, agents, and Thomas Engineering Group, LLC are to be covered as additional insureds in respects: liability arising out of activities performed by or on behalf of the Insured; premises owned, occupied or used by the Insured. The coverage shall contain no special limitations on the scope of protection afforded to the Village, its officers, officials, employees, volunteers, or agents. (2) The Insured's insurance coverage shall be primary insurance as respects the Village, its officers, officials, employees, volunteers, agents and Thomas Engineering Group, LLC. Any insurance or self-insurance maintained by the Village, its officers, officials, employees, volunteers, agents, or Thomas Engineering Group, LLC shall be in excess of the Insured's insurance and shall not contribute with it. (3) Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the Village, its officers, officials, employees, volunteers, agents or Thomas Engineering Group. (4) The Insured's insurance shall apply separately to each covered party against whom claim is made or suit is brought except with respect to the limits of the insurer's liability. E. Worker's Compensation and Employer's Liability Coverage The policy shall waive all rights of subrogation against the Village, its officers, officials, employees, volunteers, agents for losses arising from work performed by the insured for the Village. Each insurance policy shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty (30) days prior written notice by certified mail has been given to the Village. Each insurance policy shall name the Village, its officers, officials and employees, volunteers, agents, and Thomas Engineering Group, LLC as additional Insureds. Insurance is to be placed with insurers with a Best's rating of no less than A: VII. 8 SECTION C Each Insured shall furnish the Village with certificates of insurance and with original endorsements effecting coverage required by this provision. The certificate and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be on forms approved by the Village, see Section C of this Bid Package, and shall be subject to approval by the Village Attorney before work commences. The Village reserves the right to require complete, certified copies of all required insurance policies, at any time. Each insured shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein. 12. SAFETY: The contractor and any subcontractors shall comply with all the provisions of the Federal Occupational Safety and Health Act of 1970 (84 Stat. 1590), as amended. 13. EQUAL OPPORTUNITY: The CONTRACTOR will not discriminate against any employee or applicant for employment because of race, color, religion, sex, ancestry, national origin, place of birth, age or handicap unrelated to bona fide occupational qualifications. 14. EMPLOYMENT OF ILLINOIS WORKERS DURING PERIODS OF EXCESSIVE UNEMPLOYMENT: The Contractor shall comply with all Illinois statutes pertaining to the selection of labor. Whenever there is a period of excessive unemployment in Illinois, which is defined herein as any month immediately following 2 consecutive calendar months during which the level of unemployment in the State of Illinois has exceeded 5 percent as measured by the United States Bureau of Labor Statistics in its monthly publication of employment and unemployment figures, the Contractor shall employ only Illinois laborers. "Illinois laborer" means any person who has resided in Illinois for at least 30 days and intends to become or remain an Illinois resident. Other laborers may be used when Illinois laborers as defined herein are not available, or are incapable of performing the particular type of work involved, if so certified by the Contractor and approved by the Municipality. The Contractor may place no more than 3 of his regularly employed non-resident executive and technical experts, who do not qualify as Illinois laborers, to do work encompassed by this Contract during a period of excessive unemployment. 9 SECTION C This provision applies to all labor, whether skilled, semi-skilled or unskilled, whether manual or non-manual. 15. EXECUTION OF DOCUMENTS The Contractor, in signing his Bid on the whole or on any portion of the work, shall conform to the following requirements: Bids signed by an individual other than the individual represented in the Bid documents shall have attached thereto a power of attorney evidencing authority to sign the Bid in the name of the person for whom it is signed. Bids which are signed for a partnership shall be signed by all of the partners or by an attorney-in-fact. If signed by an attorney-in-fact, there shall be attached to the Bid a power of attorney evidencing authority to sign the bid, executed by the partners. Bids which are signed for a corporation shall have the correct corporate name thereof and the signature of the President or other authorized officer of the corporation manually written below the corporate name. If such Bid is manually signed by an official other than the President of the Corporation, a certified copy of a resolution of the board of directors evidencing the authority of such official to sign the Bid should be attached to it. Such Bid shall also bear the attesting signature of the Secretary of the corporation and the impression of the corporate seal The Contract shall be deemed as have been awarded when formal notice of award shall have been duly served upon the intended awardee. 16. NON-DISCRIMINATING: The Vendor, its employees and subcontractors, agrees not to commit unlawful discrimination and agrees to comply with applicable provisions of the Illinois Human • Rights Act, the U.S. Civil Rights Act and Section 504 of the Federal Rehabilitation Act, and rules applicable to each. 17. PREVAILING RATE OF WAGES: All wages paid by the Contractor and each subcontractor shall be in compliance with The Prevailing Wage Act (820 ILCS 130), as amended, except where a prevailing wage violates a federal law, order, or ruling, the rate conforming to the federal law, order, or ruling shall govern. The Contractor shall be responsible to notify each subcontractor of the wage rates set forth in this contract and any 10 SECTION C revisions thereto. If the Department of Labor revises the wage rates, the revised rate as provided by the public body shall apply to this contract and the Contractor will not be allowed additional compensation on account of said revisions. Contractor will comply with the Illinois prevailing wage law, as amended from time to time. Not less than the prevailing rate of wages as found by Owner or the Illinois Department of Labor shall be paid to all laborers, workers and mechanics performing work under the Contract. If the Department of Labor revises the prevailing rate of wages to be paid laborers, workers or mechanics under the Contract, Owner will notify Contractor and each Subcontractor of the change in the prevailing rate of wages; provided, however, regardless of whether Owner gives such notice, the revised prevailing rate of wages shall apply to the Contract and Contractor shall have the sole responsibility and duty to pay, and ensure that all Subcontractors pay, the revised prevailing rate of wages to each person to whom a revised rate is applicable. Revision of the prevailing wages shall not result in an increase in the Contract sum or other cost to Owner. Contractor shall indemnify, defend and hold Owner harmless from any loss, including but not limited to Owner's attorneys fees, resulting from Contractor's failure to comply with this prevailing wage clause. All bonds applicable to the Contract shall include a provision as will guarantee the faithful performance of the obligation to pay the prevailing rate of wages. The Contractor and each subcontractor shall make and keep, for a period of not less than 3 years, records of all laborers, mechanics, and other workers employed by them on the project; the records shall include each worker's name, address, telephone number when available, social security number, classification or classifications, the hourly wages paid in each period, the number of hours worked each day, and the starting and ending times of work each day. The Contractor and each subcontractor shall submit monthly, in person, by mail, or electronically a certified payroll to the public body in charge of the project. The certified payroll shall consist of a complete copy of the records. The certified payroll shall be accompanied by a statement signed by the. contractor or subcontractor which states that: (i) such records are true and accurate; (ii) the hourly rate paid to each worker is not less than the general prevailing . rate of hourly wages required; and (iii) the contractor or subcontractor is aware that filing a certified payroll that he or she knows to be false is a Class B misdemeanor. Upon 2 business days' notice, the contractor and each subcontractor shall make available for inspection the records to the public body in charge of the project, its officers and agents, and to the Director of Labor and his deputies and agents at all reasonable hours at a location within this State. The Contractor and each subcontractor shall permit his/her employees to be interviewed on the job, during 11 SECTION C working hours, by compliance investigators of the Department or the Department of Labor. 18. COPIES OF DOCUMENTS The number of copies of Contract required to be executed is as follows: a)Three (3) original counterparts of the Contract documents will be required to be executed. 19. INDEPENDENT CONTRACTOR: There is no employee/employer relationship between the CONTRACTOR and the VILLAGE. CONTRACTOR is an independent contractor and not the VILLAGE'S employee for all purposes, including, but not limited to, the application of the Fair Labors Standards Act minimum wage and overtime payments, Federal Insurance Contribution Act, the Social Security Act, the Federal Unemployment Tax Act, the Worker's Compensation Act (820 ILCS 305/1, et seq.). The VILLAGE will not (i) provide any form of insurance coverage, including but not limited to health, worker's compensation, professional liability insurance, or other employee benefits, or (ii) deduct any taxes or related items from the monies paid to CONTRACTOR. The performance of the services described herein shall not be construed as creating any joint employment relationship between the CONTRACTOR and the VILLAGE, and the VILLAGE is not and will not be liable for any obligations incurred by the CONTRACTOR, including but not limited to unpaid minimum wages and/or overtime premiums, nor does there exist an agency relationship or partnership between the VILLAGE and the CONTRACTOR. 20. ASSIGNMENT Neither the VILLAGE nor the CONTRACTOR shall assign or transfer any rights or obligations under this Agreement without the prior written consent of the other party, which consent shall not be unreasonably withheld. 21. GOVERNING LAW This Agreement shall be governed by the laws of the State of Illinois as to interpretation, performance and enforcement. The forum for resolving any disputes concerning the parties' respective performance or failure to perform under this Agreement shall be the Circuit Court for the Eighteenth Judicial Circuit, DuPage County, Illinois. 12 SECTION C Du Page County Prevailing Wage for March 2014 (See explanation of column headings at bottom of wages) Trade Name RG TYP C Base FRMAN M-F>8 OSA OSH H/W Pensn Vac Trng ASBESTOS ABT-GEN ALL 37.100 37.600 1.5 1.5 2.0 13.38 9.520 0.000 0.500 ASBESTOS ABT-MEC BLD 35.100 37.600 1.5 1.5 2.0 11.17 10.76 0.000 0.720 BOILERMAKER BLD 44.240 48.220 2.0 2.0 2.0 6.970 17.54 0.000 0.350 BRICK MASON BLD 41.580 45.740 1.5 1.5 2.0 9.700 12.80 0.000 1.040 CARPENTER ALL 42.520 44.520 1.5 1.5 2.0 13.29 12.75 0.000 0. 630 CEMENT MASON ALL 38.500 40.500 2.0 1.5 2.0 12.16 16.25 0.000 0.430 CERAMIC TILE FNSHER BLD 34.810 0.000 2.0 1.5 2.0 10.20 7.830 0.000 0. 640 COMMUNICATION TECH BLD 32. 650 34.750 1.5 1.5 2.0 9.550 15.16 1.250 0. 610 ELECTRIC PWR EQMT OP ALL 36.610 49.750 1.5 1.5 2.0 5.000 11.35 0.000 0.270 j ELECTRIC PWR GRNDMAN ALL 28.310 49.750 1.5 1.5 2.0 5.000 8.780 0.000 0.210 ELECTRIC PWR LINEMAN ALL 43.830 49.750 1.5 1.5 2.0 5.000 13.58 0.000 0.330 ELECTRIC PWR TRK DRV ALL 29.310 49.750 1.5 1.5 2.0 5.000 9.090 0.000 0.220 ELECTRICIAN BLD 37.160 40.880 1.5 1.5 2.0 9.550 16.27 4.180 0.680 ELEVATOR CONSTRUCTOR BLD 49. 900 56.140 2.0 2.0 2.0 12.73 13.46 3. 990 0. 600 FENCE ERECTOR NE ALL 34.840 36.840 1.5 1.5 2.0 12.86 10. 67 0.000 0.300 FENCE ERECTOR W ALL 45.060 48. 660 2.0 2.0 2.0 9.390 17.69 0.000 0.400 GLAZIER BLD 40.000 41.500 1.5 2.0 2.0 12.49 15.99 0.000 0. 940 HT/FROST INSULATOR BLD 46. 950 49.450 1.5 1.5 2.0 11.17 11.96 0.000 0.720 IRON WORKER E ALL 42.070 44.070 2.0 2.0 2.0 13.45 19.59 0.000 0.350 IRON WORKER W ALL 45.060 48.660 2.0 2.0 2.0 9.390 17. 69 0.000 0.400 LABORER ALL 37.000 37.750 1.5 1.5 2.0 13.38 9.520 0.000 0.500 LATHER ALL 42.520 44.520 1.5 1.5 2.0 13.29 12.75 0.000 0. 630 MACHINIST BLD 43.920 46.420 1.5 1.5 2.0 6.760 8. 950 1.850 0.000 MARBLE FINISHERS ALL 30.520 0.000 1.5 1.5 2.0 9.700 12.55 0.000 0.590 MARBLE MASON BLD 40.780 44.860 1.5 1.5 2.0 9.700 12.71 0.000 0.740 MATERIAL TESTER I ALL 27.000 0.000 1.5 1.5 2. 0 13.38 9.520 0.000 0.500 MATERIALS TESTER II ALL 32.000 0.000 1.5 1.5 2.0 13.38 9.520 0.000 0.500 MILLWRIGHT ALL 42.520 44.520 1.5 1.5 2.0 13.29 12.75 0.000 0. 630 OPERATING ENGINEER BLD 1 46.100 50.100 2.0 2.0 2.0 16. 60 11.05 1. 900 1.250 OPERATING ENGINEER BLD 2 44.800 50.100 2.0 2.0 2.0 16. 60 11.05 1.900 1.250 OPERATING ENGINEER BLD 3 42.250 50.100 2.0 2.0 2.0 16. 60 11.05 1.900 1.250 OPERATING ENGINEER BLD 4 40.500 50.100 2.0 2.0 2.0 16. 60 11.05 1.900 1.250 OPERATING ENGINEER BLD 5 49.850 50.100 2.0 2.0 2.0 16. 60 11.05 1. 900 1.250 OPERATING ENGINEER BLD 6 47.100 50.100 2.0 2.0 2.0 16. 60 11.05 1. 900 1.250 OPERATING ENGINEER BLD 7 49.100 50.100 2.0 2.0 2.0 16.60 11.05 1. 900 1.250 OPERATING ENGINEER HWY 1 44.300 48.300 1.5 1.5 2.0 16. 60 11.05 1. 900 1.250 OPERATING ENGINEER HWY 2 43.750 48.300 1.5 1.5 2.0 16. 60 11.05 1. 900 1.250 OPERATING ENGINEER HWY 3 41.700 48.300 1.5 1.5 2.0 16. 60 11.05 1.900 1.250 OPERATING ENGINEER HWY 4 40.300 48.300 1.5 1.5 2.0 16. 60 11.05 1.900 1.250 OPERATING ENGINEER HWY 5 39.100 48.300 1.5 1.5 2.0 16.60 11.05 1. 900 1.250 OPERATING ENGINEER HWY 6 47.300 48.300 1.5 1.5 2.0 16. 60 11.05 1. 900 1.250 OPERATING ENGINEER HWY 7 45.300 48.300 1.5 1.5 2.0 16. 60 11.05 1. 900 1.250 ORNAMNTL IRON WORKER E ALL 42. 900 45.400 2.0 2.0 2. 0 13.11 16.40 0.000 0.600 ORNAMNTL IRON WORKER W ALL 45.060 48. 660 2.0 2.0 2.0 9.390 17. 69 0.000 0.400 PAINTER ALL 40. 980 42. 980 1.5 1.5 1.5 10. 00 8.200 0.000 1.350 PAINTER SIGNS BLD 33. 920 38.090 1.5 1.5 1.5 2. 600 2.710 0.000 0.000 PILEDRIVER ALL 42.520 44.520 1.5 1.5 2.0 13.29 12.75 0.000 0. 630 PIPEFITTER BLD 41.200 43.200 1.5 1.5 2.0 9.750 17.59 0.000 1.710 PLASTERER BLD , 41.250 43.760 1.5 1.5 2.0 9.700 13. 08 0.000 0.980 PLUMBER BLD 41.200 43.200 1.5 1.5 2.0 9.750 17.59 0.000 1.710 ROOFER BLD 39.20042.200 1.5 1.5 2.0 8.280 9.690 0.000 0.430 SHEETMETAL WORKER BLD 43.250 45.250 1.5 1.5 2.0 10. 65 12. 90 0.000 0.820 SPRINKLER FITTER BLD 49.200 51.200 1.5 1.5 2.0 10.75 8.850 0.000 0.450 13 SECTION C STEEL ERECTOR E ALL 42.070 44.070 2.0 2.0 2.0 13.45 19.59 0.000 0.350 STEEL ERECTOR W ALL 45.060 48. 660 2.0 2.0 2.0 9.390 17. 69 0.000 0.400 STONE MASON BLD 41.580 45.740 1.5 1.5 2.0 9.700 12.80 0.000 1.040 SURVEY WORKER ALL 37 .000 37.750 1.5 1.5 2.0 12.97 9. 930 0.000 0.500 TERRAZZO FINISHER BLD 36.040 0.000 1.5 1.5 2.0 10.20 9.900 0.000 0.540 TERRAZZO MASON BLD 39.880 42.880 1.5 1.5 2.0 10.20 11.25 0.000 0.700 TILE MASON BLD 41.840 45.840 2.0 1.5 2.0 10.20 9.560 0.000 0.880 TRAFFIC SAFETY WRKR HWY 28.250 29.850 1.5 1.5 2.0 4 .896 4 .175 0.000 0.000 TRUCK DRIVER ALL 1 32.550 33.100 1.5 1.5 2.0 6.500 4 .350 0.000 0.150 TRUCK DRIVER ALL 2 32.700 33.100 1.5 1.5 2.0 6.500 4.350 0.000 0.150 TRUCK DRIVER ALL 3 32.900 33.100 1.5 1.5 2.0 6.500 4 .350 0.000 0.150 TRUCK DRIVER ALL 4 33.100 33.100 1.5 1.5 2.0 6.500 4.350 0.000 0.150 TUCKPOINTER BLD 40. 950 41.950 1.5 1.5 2.0 9.700 11. 93 0.000 0. 630 Legend: RG (Region) TYP (Trade Type - All,Highway,Building,Floating,Oil & Chip,Rivers) C (Class) Base (Base Wage Rate) FRMAN (Foreman Rate) M-F>8 (OT required for any hour greater than 8 worked each day, Mon through Fri. OSA Overtime (OT) is required for every hour worked on Saturday) OSH =ertime is required for every hour worked on Sunday and Holidays) H/W (Health & Welfare Insurance) Pensn (Pension) Vac (Vacation) Trng (Training) Explanations DUPAGE COUNTY IRON WORKERS AND FENCE ERECTOR (WEST) - West of Route 53. The following list is considered as those days for which holiday rates of wages for work performed apply: New Years Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and Veterans Day in some classifications/counties. Generally, any of these holidays which fall on a Sunday is celebrated on the following Monday. This then makes work performed on that Monday payable at the appropriate overtime rate for holiday pay. Common practice in a given local may alter certain days of celebration. If in doubt, please check with IDOL. EXPLANATION OF CLASSES ASBESTOS - GENERAL - removal of asbestos material/mold and hazardous materials from any place in a building, including mechanical systems where those mechanical systems are to be removed. This includes the removal of asbestos materials/mold and hazardous materials from ductwork or pipes in a building when the building is to be demolished at the time or at some close future date. ASBESTOS - MECHANICAL - removal of asbestos material from mechanical systems, such as pipes, ducts, and boilers, where the mechanical systems are to remain. TRAFFIC SAFETY - work associated with barricades, horses and drums used to reduce lane usage on highway work, the installation and removal of temporary lane markings, and the installation and removal of temporary road signs. CERAMIC TILE FINISHER The grouting, cleaning, and polishing of all classes of tile, whether for interior or exterior purposes, all burned, glazed or unglazed products; all composition materials, granite tiles, warning detectable tiles, cement tiles, epoxy composite materials, pavers, glass, mosaics, fiberglass, and all substitute materials, for tile made in tile-like units; all mixtures in tile like form of cement, metals, and 14 SECTION C other materials that are for and intended for use as a finished floor surface, stair treads, promenade roofs, walks, walls, ceilings, swimming pools, and all other places where tile is to form a finished interior or exterior. The mixing of all setting mortars including but not limited to thin-set mortars, epoxies, wall mud, and any other sand and cement mixtures or adhesives when used in the preparation, installation, repair, or maintenance of tile and/or similar materials. The handling and unloading of all sand, cement, lime, tile, fixtures, equipment, adhesives, or any other materials to be used in the preparation, installation, repair, or maintenance of tile and/or similar materials. Ceramic Tile Finishers shall fill all joints and voids regardless of method on all tile work., particularly and especially after installation of said tile work. Application of any and all protective coverings to all types of Mile installations including, but not be limited to, all soap compounds, paper products, tapes, and all polyethylene coverings, plywood, masonite, cardboard, and any new type of products that may be used to protect tile installations, Blastrac equipment, and all floor scarifying equipment used in preparing floors to receive tile. The clean up and removal of all waste and materials. All demolition of existing tile floors and walls to be re-tiled. COMMUNICATIONS TECHNICIAN Low voltage installation, maintenance and removal of telecommunication facilities (voice, sound, data and video) including telephone and data inside wire, interconnect, terminal equipment, central offices, PABX, fiber optic cable and equipment, micro waves, V-SAT, bypass, CATV, WAN (wide area networks) , LAN (local area networks) , and ISDN (integrated system digital network), pulling of wire in raceways, but not the installation of raceways. MARBLE FINISHER Loading and unloading trucks, distribution of all materials (all stone, sand, etc.), stocking of floors with material, performing all rigging for heavy work, the handling of all material that may be needed for the installation of such materials, building of scaffolding, polishing if needed, patching, waxing of material if damaged, pointing up, caulking, grouting and cleaning of marble, holding water on diamond or Carborundum blade or saw for setters cutting, use of tub saw or any other saw needed for preparation of material, drilling of holes for wires that anchor material set by setters, mixing up of molding plaster for installation of material, mixing up thin set for the installation of material, mixing up of sand to cement for the installation of material and such other work as may be required in helping a Marble Setter in the handling of all material in the erection or installation of interior marble, slate, travertine, art marble, serpentine, alberene stone, blue stone, granite and other stones (meaning as to stone any foreign or domestic materials as are specified and used in building interiors and exteriors and customarily known as stone in the trade), Carrara, sanionyx, vitrolite and similar opaque glass and the laying of all marble tile, terrazzo tile, slate tile and precast tile, steps, risers treads, base, or any other materials that may be used as substitutes for any of the aforementioned materials and which are used on interior and exterior which are installed in a similar manner. MATERIAL TESTER I: Hand coring and drilling for testing of materials; field inspection of uncured concrete and asphalt. MATERIAL TESTER II: Field inspection of welds, structural steel, fireproofing, masonry, soil, facade, reinforcing steel, formwork, cured concrete, and concrete and asphalt batch plants; adjusting proportions of bituminous mixtures. OPERATING ENGINEER - BUILDING Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with Caisson Attachment; Batch Plant; Benoto (requires Two Engineers) ; Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant; Combination Back Hoe Front End-loader Machine; Compressor and Throttle Valve; Concrete Breaker (Truck Mounted) ; Concrete Conveyor; Concrete 15 SECTION C Conveyor (Truck Mounted) ; Concrete Paver Over 27E cu. ft; Concrete Paver 27E cu. ft. and Under: Concrete Placer; Concrete Placing Boom; Concrete Pump (Truck Mounted) ; Concrete Tower; Cranes, All; Cranes, Hammerhead; Cranes, (GCI and similar Type) ; Creter Crane; Spider Crane; Crusher, Stone, etc.; Derricks, All; Derricks, Traveling; Formless Curb and Gutter Machine; Grader, Elevating; Grouting Machines; Heavy Duty Self-Propelled Transporter or Prime Mover; Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists, Elevators, outside type rack and pinion and similar machines; Hoists, One, Two and Three Drum; Hoists, Two Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment) ; Locomotives, All; Motor Patrol; Lubrication Technician; Manipulators; Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump Cretes Dual Ram; Pump Cretes: Squeeze Cretes-Screw Type Pumps; Gypsum Bulker and Pump; Raised and Blind Hole Drill; Roto Mill Grinder; Scoops - Tractor Drawn; Slip-Form Paver; Straddle Buggies; Operation of Tie Back Machine; Tournapull; Tractor with Boom and Side Boom; Trenching Machines. Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete Mixer (Two Bag and Over) ; Conveyor, Portable; Forklift Trucks; Highlift Shovels or Front Endloaders under 2-1/4 yd.; Hoists, Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum; Laser Screed; Rock Drill (Self-Propelled) ; Rock Drill (Truck Mounted) ; Rollers, All; Steam Generators; Tractors, All; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame. Class 3. Air Compressor; Combination Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators (remodeling or renovation work) ; Hydraulic Power Units (Pile Driving, Extracting, and Drilling) ; Pumps, over 3" (1 to 3 not to exceed a total of 300 ft.) ; Low Boys; Pumps, Well Points; Welding Machines (2 through 5) ; Winches, 4 Small Electric Drill Winches. Class 4. Bobcats and/or other Skid Steer Loaders; Oilers; and Brick Forklift. Class 5. Assistant Craft Foreman. Class 6. Gradall. Class 7. Mechanics; Welders. OPERATING ENGINEERS - HIGHWAY CONSTRUCTION Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt Heater Scarfire; Asphalt Spreader; Autograder/GOMACO or other similar type machines: ABG Paver; Backhoes with Caisson Attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix Plant; Combination Backhoe Front Endloader Machine, (l cu. yd. Backhoe Bucket or over or with attachments) ; Concrete Breaker (Truck Mounted) ; Concrete Conveyor; Concrete Paver over 27E cu. ft.; Concrete Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower Cranes of all types: Creter Crane: Spider Crane; Crusher, Stone, etc.; Derricks, All; Derrick Boats; Derricks, Traveling; Dredges; Elevators, Outside type Rack & Pinion and Similar Machines; Formless Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver Truck Mounted; Hoists, One, Two and Three Drum; Heavy Duty Self-Propelled Transporter or Prime Mover; Hydraulic Backhoes; Backhoes with shear attachments up to 40' of boom reach; Lubrication Technician; Manipulators; Mucking Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck Mounted; Rock/Track Tamper; Roto Mill Grinder; Slip-Form Paver; Snow Melters; Soil Test Drill Rig (Truck Mounted) ; Straddle Buggies; Hydraulic Telescoping Form (Tunnel) ; Operation of Tieback Machine; Tractor Drawn Belt Loader; Tractor Drawn Belt Loader (with attached pusher - two engineers) ; Tractor with Boom; Tractaire with Attachments; Traffic Barrier Transfer Machine; Trenching; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole Drills (Tunnel Shaft) ; Underground Boring and/or Mining Machines 5 ft. in diameter and over tunnel, etc; Underground Boring and/or Mining 16 SECTION C Machines under 5 ft. in diameter; Wheel Excavator; Widener (APSCO) . Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front Endloader Machine (Less than 1 cu. yd. Backhoe Bucket or over or with attachments) ; Compressor and Throttle Valve; Compressor, Common Receiver (3) ; Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S Series to and including 27 cu. ft.; Concrete Spreader; Concrete Curing Machine, Burlap Machine, Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or Similar Type) ; Drills, All; Finishing Machine - Concrete; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments) ; Hydro-Blaster; Hydro Excavating (excluding hose work) ; Laser Screed; All Locomotives, Dinky; Off-Road Hauling Units (including articulating) Non Self-Loading Ejection Dump; Pump Cretes: Squeeze Cretes - Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary Snow Plows; Rctotiller, Seaman, etc., self-propelled; Self-Propelled Compactor; Spreader — Chip - Stone, etc.; Scraper - Single/Twin Engine/Push and Pull; Scraper - Prime Mover in Tandem (Regardless of Size) ; Tractors pulling attachments, Sheeps Foot, Disc, Compactor, etc.; Tug Boats. Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver (2) ; Concrete Mixer (Two Bag and Over) ; Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc.; Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Low Boys; Pipe Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than Asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with "A" Frame; Work Boats; Tamper-Form-Motor Driven. Class 4. Air Compressor; Combination - Small Equipment Operator; Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic Power Unit (Pile Driving, Extracting, or Drilling) ; Light Plants, All (1 through 5); Pumps, over 3" (1 to 3 not to exceed a total of 300 ft.) ; Pumps, Well Points; Vacuum Trucks (excluding hose work); Welding Machines (2 through 5) ; Winches, 4 Small Electric Drill Winches. Class 5. SkidSteer Loader (all) ; Brick Forklifts; Oilers. Class 6. Field Mechanics and Field Welders Class 7. Dowell Machine with Air Compressor; Gradall and machines of like nature. SURVEY WORKER - Operated survey equipment including data collectors, G.P.S. and robotic instruments, as well as conventional levels and transits. TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION Class 1. Two or three Axle Trucks. A-frame Truck when used for transportation purposes; Air Compressors and Welding Machines, including those pulled by cars, pick-up trucks and tractors; Ambulances; Batch Gate Lockers; Batch Hopperman; Car and Truck Washers; Carry-alls; Fork Lifts and Hoisters; Helpers; Mechanics Helpers and Greasers; Oil Distributors 2-man operation; Pavement Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors; Self-propelled Chip Spreader; Skipman; Slurry Trucks, 2-man operation; Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters; Unskilled Dumpman; and Truck Drivers hauling warning lights, barricades, and portable toilets on the job site. Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or Turnatrailers when pulling other than self-loading equipment or similar equipment under 16 cubic yards; Mixer Trucks under 7 yeards; Ready-mix Plant Hopper Operator, and Winch Trucks, 2 Axles. Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or turnapulls when pulling other than self-loading equipment or similar 17 SECTION C equipment over 16 cubic yards; Explosives and/or Fission Material Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit; Oil Distributors, 1-man operation; Pole Trailer, over 40 feet; Pole and Expandable Trailers hauling material over 50 feet long; Slurry trucks, 1-man operation; winch trucks, 3 axles or more; Mechanic--Truck Welder and Truck Painter. Class 4. Six axle trucks; Dual-purpose vehicles, such as mounted crane trucks with hoist and accessories; Foreman; Master Mechanic; Self-loading equipment like P.B. and trucks with scoops on the front. TERRAZZO FINISHER The handling of sand, cement, marble chips, and all other materials that may be used by the Mosaic Terrazzo Mechanic, and the mixing, grinding, grouting, cleaning and sealing of all Marble, Mosaic, and Terrazzo work, floors, base, stairs, and wainscoting by hand or machine, and in addition, assisting and aiding Marble, Masonic, and Terrazzo Mechanics. Other Classifications of Work: For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If a task to be performed is not subject to one of the classifications of pay set out, the Department will upon being contacted state which neighboring county has such a classification and provide such rate, such rate being deemed to exist by reference in this document. If no neighboring county rate applies to the task, the Department shall undertake a special determination, such special determination being then deemed to have existed under this determination. If a project requires these, or any classification not listed, please contact IDOL at 217-782-1710 for wage rates or clarifications. LANDSCAPING Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver. The work performed by landscape plantsman and landscape laborer is covered by the existing classification of laborer. The work performed by landscape operators (regardless of equipment used or its size) is covered by the classifications of operating engineer. The work performed by landscape truck drivers (regardless of size of truck driven) is covered by the classifications of truck driver. MATERIAL TESTER & MATERIAL TESTER/INSPECTOR I AND II Notwithstanding the difference in the classification title, the classification entitled "Material Tester I" involves the same job duties as the classification entitled "Material Tester/Inspector I". Likewise, the classification entitled "Material Tester II" involves the same job duties as the classification entitled "Material Tester/Inspector II". 18 SECTION C 1 VILLAGE OF OAK BROOK PARTIAL WAIVER OF LIEN TO DATE STATE OF ILLINOIS ) Sub Contractors and Material Suppliers )SS COUNTY OF DU PAGE } TO WHOM IT MAY CONCERN: WHEREAS the undersigned has been retained by to furnish for the project known as of which the Village of Oak Brook is the owner. THE undersigned,for and in consideration of ($ )Dollars,and other good and valuable consideration,the receipt whereof is hereby acknowledged,do(es) hereby waive and release any and all lien or claim of, or right to,lien,.under the statutes of the State of Illinois,relating to mechanics' liens,with respect to and on said above-described premises,and the improvements thereon,and on the material,fixtures,apparatus or machinery furnished,and on the moneys,funds,or other considerations due or to become due from the owner,on account of all labor,services,material,fixtures,apparatus or machinery,furnished to this date by the undersigned for the above-described premises,INCLUDING EXTRAS*. DATE COMPANY NAME ADDRESS SIGNATURE AND TITLE CONTRACT-OR'S AFFIDAVIT STATE OF ILLINOIS ) )SS COUNTY OF DU PAGE ) TO WHOM IT MAY CONCERN: THE UNDERSIGNED,(NAME) BEING DULY SWORN,DEPOSES AND SAYS THAT HE/SHE IS (POSITION) OF (COMPANY NAME) WHO IS THE CONTRACTOR FURNISHING WORK ON THE (PROJECT NAME) That the total amount of the contract including extras*is$ on which he/she has received payment of $ prior to this payment.That all waivers are true,correct,and genuine and delivered unconditionally and that there is no claim either legal or equitable to defect the validity of said waivers. That the following are the names and addresses of all parties who have famished material or labor,or both,for said work and all parties having contracts or subcontracts for specific portions of said work or for material entering into the construction thereof and the amount due or to become due to each, and that the items mentioned include all labor and material required to complete said work according to plans and specifications: CONTRACT PRICE AMOUNT THIS BALANCE NAMES AND ADDRESSES WHAT FOR INCLUDING EXTRAS* PAID PAYMENT DUE TOTAL LABOR AND MATERIAL INCLUDING EXTRAS*TO COMPLETE That there are no other contracts for said work outstanding,and that there is nothing due or to become due to any person for material,labor or other work of any kind done or to be done upon or in connection with said work other than above stated. DATE SIGNATURE SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF ,20 NOTARY PUBLIC *EXTRAS INCLUDE BUT ARE NOT LIMITED TO CHANGE ORDERS,BOTH ORAL AND WRITTEN,TO THE CONTRACT. 2/18/04 20 SECTION C VILLAGE OF OAK BROOK PARTIAL WAIVER OF LIEN TO DATE STATE OF ILLINOIS ) General Contractor )SS COUNTY OF DU PAGE ) TO WHOM IT MAY CONCERN: WHEREAS the undersigned has been retained by the Village of Oak Brook to furnish for the project known as of which the Village of Oak Brook is the owner. THE undersigned,for and in consideration of ($ )Dollars,and other good and valuable consideration,the receipt whereof is hereby acknowledged,do(es) hereby waive and release any and all lien or claim of,or right to, lien,under the statutes of the State of Illinois,relating to mechanics' liens, with respect to and on said above-described premises,and the improvements thereon,and on the material,fixtures,apparatus or machinery furnished,and on the moneys,funds,or other considerations due or to become due from the owner,on account of all labor,services,material,fixtures,apparatus or machinery,furnished to this date by the undersigned for the above-described premises,INCLUDING EXTRAS*. DATE COMPANY NAME ADDRESS SIGNATURE AND TITLE CONTRACTOR'S AFFIDAVIT STATE OF ILLINOIS ) )SS COUNTY OF DU PAGE ) TO WHOM IT MAY CONCERN: THE UNDERSIGNED,(NAME) BEING DULY SWORN,DEPOSES AND SAYS THAT HE/SHE IS (POSITION) OF (COMPANY NAME) WHO IS THE CONTRACTOR FURNISHING WORK ON THE (PROJECT NAME) That the total amount of the contract including extras*is S on which he/she has received payment of S prior to this payment.That all waivers are true,correct,and genuine and delivered unconditionally and that there is no claim either legal or equitable to defect the validity of said waivers.That the following are the names and addresses of all parties who have furnished material or labor, or both, for said work and all parties having contracts or subcontracts for specific portions of said work or for material entering into the construction thereof and the amount due or to become due to each, and that the items mentioned include all labor and material required to complete said work according to plans and specifications: CONTRACT PRICE AMOUNT THIS BALANCE NAMES AND ADDRESSES WHAT FOR INCLUDING EXTRAS* PAID PAYMENT DUE TOTAL LABOR AND MATERIAL INCLUDING EXTRAS*TO COMPLETE That there are no other contracts for said work outstanding,and that there is nothing due or to become due to any person for material,labor or other work of any kind done or to be done upon or in connection with said work other than above stated. DATE SIGNATURE SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF ,20_ NOTARY PUBLIC *EXTRAS INCLUDE BUT ARE NOT LIMITED TO CHANGE ORDERS,BOTH ORAL AND WRITTEN,TO THE CONTRACT. 2!18/04 19 SECTION C VILLAGE OF OAK BROOK FINAL WAIVER OF LIEN STATE OF ILLINOIS ) General Contractor )SS COUNTY OF DU PAGE } TO WHOM IT MAY CONCERN: WHEREAS the undersigned has been retained by the Village of Oak Brook to furnish for the project known as of which the Village of Oak Brook is the owner. THE undersigned,for and in consideration of ($ )Dollars,and other good and valuable consideration,the receipt whereof is hereby acknowledged,do(es) hereby waive and release any and all lien or claim of or right to,lien, under the statutes of the State of Illinois,relating to mechanics' liens,with respect to and on said above-described premises,and the improvements thereon,and on the material,fixtures,apparatus or machinery furnished,and on the moneys,funds,or other considerations due or to become due from the owner,on account of all labor,services,material,fixtures,apparatus or machinery, heretofore furnished, or which may be furnished at any time hereafter, by the undersigned for the above-described premises, INCLUDING EXTRAS*, DATE COMPANY NAME ADDRESS SIGNATURE AND TITLE CONTRACTOR'S AFFIDAVIT STATE OF ILLINOIS ) )SS COUNTY OF DU PAGE ) TO WHOM IT MAY CONCERN: THE UNDERSIGNED,(NAME) BEING DULY SWORN,DEPOSES AND SAYS THAT HE/SHE IS (POSITION) OF (COMPANY NAME) WHO IS THE CONTRACTOR FURNISHING WORK ON THE (PROJECT NAME) That the total amount of the contract including extras*is$ on which he/she has received payment of $ prior to this payment.That all waivers are true,correct,and genuine and delivered unconditionally and that there is no claim either legal or equitable to defect the validity of said waivers. That the following are the names and addresses of all parties who have furnished material or labor,or both,for said work and all parties having contracts or subcontracts for specific portions of said work or for material entering into the construction thereof and the amount due or to become due to each, and that the items mentioned include all labor and material required to complete said work according to plans and specifications: CONTRACT PRICE AMOUNT THIS BALANCE NAMES AND ADDRESSES WHAT FOR INCLUDING EXTRAS* - PAID PAYMENT DUE TOTAL LABOR AND MATERIAL INCLUDING EXTRAS*TO COMPLETE That there are no other contracts for said work outstanding,and that there is nothing due or to become due to any person for material,labor or other work of any kind done or to be done upon or in connection with said work other than above stated. DATE SIGNATURE SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF ,20_ NOTARY PUBLIC *EXTRAS INCLUDE BUT ARE NOT LIMITED TO CHANGE ORDERS,BOTH ORAL AND WRITTEN,TO THE CONTRACT. 2/18/04 21 SECTION C i VILLAGE OF OAK BROOK FINAL WAIVER OF LIEN STATE OF ILLINOIS } Sub Contractors and Material Suppliers )SS COUNTY OF DU PAGE,) TO WHOM IT MAY CONCERN: WHEREAS the undersigned has been retained by to furnish for the project known as of which the Village of Oak Brook is the owner. THE undersigned,for and in consideration of ($ )Dollars,and other good and valuable consideration,the receipt whereof is hereby acknowledged,do(es) hereby waive and release any and all Iien or claim ofi or right to,Iien,under the statutes of the State of Illinois,relating to mechanics' liens,with respect to and on said above-described premises,and the improvements thereon,and on the material,fixtures, apparatus or machinery furnished,and on the moneys, funds, or other considerations due or to become due from the owner,on account of all labor,services,material,fixtures,apparatus or machinery, heretofore furnished, or which may be furnished at any time hereafter, by the undersigned for the above-described premises, INCLUDING EXTRAS*. DATE COMPANY NAME ADDRESS SIGNATURE AND TITLE CONTRACTOR'S AFFIDAVIT STATE OF ILLINOIS ) )SS COUNTY OF DU PAGE ) TO WHOM IT MAY CONCERN: THE UNDERSIGNED,(NAME) BEING DULY SWORN,DEPOSES AND SAYS THAT HE/SHE IS (POSITION) OF (COMPANY NAME) WHO IS THE CONTRACTOR FURNISHING WORK ON THE (PROJECT NAME) That the total amount of the contract including extras*is$ on which he/she has received payment of $ prior to this payment.That all waivers are true,correct,and genuine and delivered unconditionally and that there is no claim either legal or equitable to defect the validity of said waivers.That the following are the names and addresses of all parties who have famished material or labor,or both,for said work and all parties having contracts or subcontracts for specific portions of said work or for material entering into the construction thereof and the amount due or to become due to each, and that the items mentioned include all labor and material required to complete said work according to plans and specifications: CONTRACT PRICE AMOUNT THIS BALANCE NAMES AND ADDRESSES WHAT FOR INCLUDING EXTRAS* PAID PAYMENT DUE TOTAL LABOR AND MATERIAL INCLUDING EXTRAS*TO COMPLETE That there are no other contracts for said work outstanding,and that there is nothing due or to become due to any person for material,tabor or other work of any kind done or to be done upon or in connection with said work other than above stated. DATE . SIGNATURE SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF ,20^ NOTARY PUBLIC *EXTRAS INCLUDE BUT ARE NOT LIMITED TO CHANGE ORDERS,BOTH ORAL AND WRITTEN,TO THE CONTRACT. 2/18/04 22 SECTION C Section D Technical Specifications TABLE OF CONTENTS Tableof Contents..................................................................................... 01 Plans and Specifications............................................................................ 04 ADDITIONAL SPECIAL PROVISIONS Definitionof Terms.................................................................................... 06 Advertisement, Bidding, Award, and Contract Execution................................... 06 Clarification of Contract Documents.............................................................. 07 Description and Location of the Work............................................................07 ContractTime................................................................................................ 07 Pre-Construction Meeting........................................................................... 08 Utility Coordination.................................................................................... 08 WorkingHours......................................................................................... 08 Schedule................................................................................................ 08 Extra Engineering Services............................................................................09 Changein Scope of Work..............................................................................09 Authority of Engineer................................................................................. 09 Coordination of the Contract Documents....................................................... 10 Construction Water Restriction and Use of Fire Hydrants.................................. 10 Public Convenience and Safety..................................................................... 10 Certification of Materials............................................................................ 11 Controlof Work........................................................................................ 11 Maintenanceof Roadways.............................................................................11 Mailboxes.......................................................................................................12 Subsurface Exploration Data......................................................................... 12 Site Investigation and Conditions Affecting Work............................................. 12 Noise..................... ....... Use of Heavy Equipment, Tools; Restrictions.................................................. 13 PavementCores............................................................................................ 14 Construction Noise Restriction.......................................................................14 Section 107 — Maintenance and Protection of Manhole Lids and Valve Covers......15 Section 107 — Protection of Existing Drainage Facilities During Construction........ 15 Article 107.20 — Protection and Restoration of Property.................................... 15 Article 107.30 — Protection of Concrete......................................................... 16 Article 108.01 — Subletting of Contract.......................................................... 17 Article 108.02R— Progress Schedule........................................................... 17 Article 108.06 — Labor, Methods, and Equipment............................................ 18 Article 202.03 — Construction Debris............................................................. 18 1 SECTION D i I' ........18 9-6 Partial Payments and Retalnage..... 9-9 Acceptance and Final Payment.............................................................. 20 Quality Control/Quality Assurance of Concrete Mixtures....................................21 41-2.10#01 Thrust Blocking........................................................................ 21 Section 602 — Catch Basin, Manhole, Inlet, Drainage Structures, and Valve Vault Construction, Adjustment, and Reconstruction.......................................21 Bracing and Sheeting/Dewatering................................................................ 22 20101200 —Tree Root Pruning.................................................................... 22 25200200 — Supplemental Watering............................................................ 23 40201000 —Aggregate for Temporary Access................................................ 23 42300200 — Portland Cement Concrete Driveway Pavement, 6........................... 24 44000200 — Driveway Pavement Removal......................................................24 56103300 — Ductile Iron Water Main 12...........................................................25 56104900/56105000/56105100 —Water Valves 678"M 0"..................................26 56400500 — Fire Hydrants to be Removed......................................................26 56400820 — Fire Hydrants with Auxiliary Valve and Valve Box........................... 27 60500405 — Filling Valve Vaults.................................................................. 28 Professional Engineer's Certification for all Soil and Clean Construction and Demolition Debris (CCDD).................................................................28 88600600 — Detector Loop Replacement........................................................30 PVC C-900 Water Main 678"M ............................................................... 31 External Joint Restraint for PVC C-900 Water Main..........................................34 Pressure Testing and Chlorination of Water Mains.......................................... 34 « . Connection to Existing Mains...................................................................... 35 TracerCable and Conduit...........................................................................36 WaterServices......................................................................................... 37 Corporation Stops for Chlorination and Testing................................................39 Compression Coupling and Extension of Water Service....................................39 Remove and Replace Combination Concrete Curb and Gutter, TypeM-4.12/136.12...........................................................................40 Storm Sewer (Special) 8"............................................................................ 41 Storm Sewer (Special), Special Installation, 8"...... ......................................... 42 Remove and Replace with Storm Sewer (Special) 8712716'718'724......................43 Sanitary Service Repair.............................................................................. 43 SumpLine Repair......................................................................................44 Remove and Replace Pedestrian Path, 4"...................................................... 45 Remove and Replace Brick Paver Driveway................................................... 45 Temporary Pavement, 1.572 ......................................................................46 X0323677 — Street Sweeping......................................................................46 X0324636 —Water Valve Boxes to be Abandoned...........................................47 X0327024 — Fire Hydrants to be Removed and Salvaged..................................47 X2080250 —Trench Backfill, Special.............................................................48 X2130010 - Exploration Trench, Special.......................................................49 X2520700 — Sodding, Special......................................................................50 X4404400 — Pavement Removal (Special)..................................................... 51 2 SECTION D X5610651 —Abandon Existing Water Main, Fill with CLSM.............................. 51 X6023508 — Inlets, Type A, With Special Frame and Grate................................52 X6023700 — Manholes, 5'-Diameter, Type 1 Frame, Closed Lid, Special.............. 52 X6024502 — Inlets, Type B, With Special Frame and Grate................................52 X7010216 —Traffic Control and Protection, (Special)....................................... 53 Z0004518 — Hot-Mix Asphalt Driveway,Pavement, 4"....................................... 58 Z0013798 — Construction Layout..................................................................59 Z0018700 — Drainage Structure to be Removed.............................................. 59 Z0019600 — Dust Control Watering...............................................................60 Z0067600 — Steel Casing Pipe, 18".............................................................. 60 Public Works Construction Standards — Subdivision Water Main Construction.......63 DuPage County Division of Transportation —Trench Backfill and Pavement Restoration Specifications/Requirements Within DuPage County Highway Rights-of-Way.................................................................... 69 3 SECTION D VILLAGE OF OAK BROOK 2014 WATER MAIN PROJECT PLANS AND SPECIFICATIONS The following plans are attached to this Bid Package and are included as a part of the contract documents for this work: DRAWING NO. TITLE 1 thru 38 2014 WATER MAIN PROJECT The following Specifications, together with the Special Provisions, shall govern of the proposed improvement and will be made part of the Contract. If a conflict exists between the contract documents, the hierarchy of contract documents found in Article 105.05 of the Standard Specifications for Road and Bridge Construction will apply. A. "Standard Specifications for Water and Sewer Main Construction in Illinois", latest edition. B. "Standard Specification for Road and Bridge Construction (SSRBC)", adopted January 1, 2012, published by the Illinois Department of Transportation (IDOT). C. "Supplemental Specifications and Recurring Special Provisions", adopted January 1, 2013, published by IDOT. D. "Bureau of Local Roads and Streets, Special Provisions and Specifications", published by IDOT. E. "Bureau of Design and Environment, Special Provisions", adopted subsequent to issuance of Supplemental Specifications and Recurring Special Provisions. F. "Manual on Uniform Traffic Control Devices for Streets and Highways", 2009 edition, adopted by [DOT. G. "Illinois Supplement to the National Manual on Uniform Traffic Control Devices", 2009 edition, published by IDOT. H. Village of Oak Brook "Public Works Construction Standards", latest edition. I. "Manual of Test Procedures for Materials", adopted June 1, 2012, published by IDOT. J. American Water Works Association (AWWA) Standards, latest edition. K. Environmental Regulations for the State of Illinois; Title 35 of the Illinois Administrative Code. 4 SECTION D L. American Association of the State Highway and Transportation Officials (AASHTO), latest standards. Before submitting the proposal, bidders should read all the above mentioned documents along with the Special Provisions and familiarize themselves with all requirements of same. Before submitting proposals, bidders should visit the site of the proposed work, verify all site conditions and also conditions under which said work must be conducted. Submission of a Proposal implies that the bidder is fully conversant with all requirements of the Standard Specifications, Special Provisions, Standard Drawings, and site conditions. No claim for additional compensation will be considered or paid because of the Contractor's negligence or failure to be so informed. 5 SECTION D VILLAGE OF OAK BROOK STATE OF ILLINOIS SPECIAL PROVISIONS FOR 2014 WATER MAIN PROJECT The following Special Provisions supplement the "Standard Specifications for Water and Sewer Construction in Illinois" (hereinafter.referred to as the Standard Specifications); the "Standard Specifications for Road and Bridge Construction" (hereinafter referred to as the IDOT Standard Specifications) adopted January 1St, 2012; the latest edition of the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways" in effect on the date of invitation for bids. In case of conflict with any part or parts of said Specifications, the said Special Provisions shall take precedence and shall govern; all of which apply to and govern the construction of: 2014 WATER MAIN PROJECT for the Village of Oak Brook, Illinois. These special provisions included herein apply to and govern the proposed improvement designated as 2014 WATER MAIN PROJECT and in case of conflict with any part or parts of said specifications; said special provisions shall take precedent and shall govern. DEFINITION OF TERMS In addition to the definitions included in Section 101 of the IDOT Standard Specifications, the following shall apply: Engineer — shall be the Village of Oak Brook or as designated and employed by the Owner. Owner— shall be the Village of Oak Brook. Inspector — shall be the Village of Oak Brook or as designated and employed by the Owner. Municipality— shall be the Owner. Village — shall be the Village of Oak Brook. Department— shall be the Village of Oak Brook ADVERTISEMENT, BIDDING, AWARD, AND CONTRACT EXECUTION Add the following to Section 102 of the IDOT Standard Specifications and to Section A and Section C of the Contract: 6 SECTION D Prequalification of Bidders. An IDOT "Certificate of Eligibility" is not required. The Contractor shall provide a list of references from completed water main projects of similar scope. CLARIFICATION OF CONTRACT DOCUMENTS Requests for interpretations of the Bid Documents shall be made in writing, addressed to the Village, and shall be received at least five (5) days prior to the big opening. All interpretations and supplemental instructions will be in the form of written addenda to the Bid Documents. A copy of such addendum will be mailed to all BIDDERS known to the VILLAGE. BIDDERS will provide written acknowledgment of receipt of each addendum issued with I the bid submission. Failure to acknowledge receipt of the addenda may be cause for rejection for the BID. The information shall also be placed on file and be made available to the public per the Freedom of Information Act. Oral explanations will not be made. No addenda shall be issued later than three (3) working days prior to bid opening date. DESCRIPTION AND LOCATION OF THE WORK The work as shown on the Plans and as specified herein includes the installation of new water main in the York Woods Subdivision, generally located on Dover Drive, Windsor Drive, Bradford Lane, and Hunt Club Road as well as Harger Road near Oak Brook Mall. The length of the 6-inch and 8-inch water main installation in York Woods subdivision is approximately 6,000 feet, and the length of 10-inch water main installation on Harger Road is approximately 400 feet. The project's work generally consists of the following: pavement removal, earth excavation, parkway landscaping, water main installation, water service connections and installation, storm sewer, concrete curb and gutter, pavement patching, water main abandonment, and all incidental and collateral work necessary to complete the project as shown on the Plans and described herein. The work as shown on the Plans and as specified herein contain quantities for bid items listed in a bid schedule on a unit price basis. The total quantities and unit prices for the bid will be used in determining the lowest responsible bidder. CONTRACT TIME For this contract, all work including punch list items shall be completed by September 15, 2014. 7 SECTION D Should the Contractor fail to complete the work as stipulated above, the Contractor shall be liable to reimburse the Owner in accordance with Article 108.09, Failure to Complete the Work on Time. PRE-CONSTRUCTION MEETING The Village will hold a pre-construction meeting, which shall be attended by the successful Bidder, and all other appropriate agencies, utilities, etc. The meeting will be held at a time agreed to by the Village and the successful Bidder. The successful Bidder shall present executed contracts with bonds and insurance prior to or at this meeting. Also, the successful Bidder shall provide the names and phone numbers of responsible employees to be contacted off-hours for emergencies, and an estimated construction schedule for the entire project. UTILITY COORDINATION The successful Bidder is responsible to contact all utilities for locations prior to the start of work (J.U.L.I.E.) at (800) 892-0123. Note: ALL utility locations shown on the Plans are APPROXIMATE ONLY; the successful Bidder is to use care when working around utilities so as not to damage them. The successful Bidder is responsible for any utilities damaged. The successful Bidder shall work with the agencies to organize and complete the work as expeditiously as possible. WORKING HOURS Unless otherwise identified in the balance of Section D and the project drawings, construction operations shall be limited to the following period: Monday thru Friday..........................7:00 a.m. to 6:00 p.m. Saturday and Sunday..................8:00 a.m. to 5:00 p.m. No work shall be performed on Holidays. Time regulations shall not apply to traffic control devices such as barricades, signs, and lighting. Additional time and day restrictions may be applicable per DuPage County Division of Transportation permit requirements when working in or accessing York Avenue rights- of-ways under their jurisdiction. SCHEDULE The successful Bidder shall provide a schedule, with adequate detail, to show how progress is anticipated to meet the completion dates shown in the contract. Work shall not commence on the project until a schedule is approved by the Village. 8 SECTION D EXTRA ENGINEERING SERVICES Extra Engineering is defined as all additional engineering services required as a result of the Contractor either not completing the improvements by the date specified in the contract documents or requiring excessive overtime to complete the improvements within the time specified. Extra Engineering shall include all costs necessary for the proper administration of the Project which would not have been incurred if the Work had been completed within the time allowed in the Contract (including any Village extension of the completion date) and will be billed using the Engineer's standard hourly rates. The costs of all extra engineering services as defined above may be deducted from payments due to the Contractor if deemed necessary by the Village. If the amounts due to the Contractor are insufficient to cover the costs of such extra engineering services, the Contractor shall reimburse the Village in the amount necessary to cover these costs. CHANGE IN SCOPE OF WORK The Village reserves the right to decrease the contract quantities in order to meet budgetary constraints. No compensation will be allowed to the Contractor for decrease in quantities and anticipated profits. AUTHORITY OF ENGINEER The authority of the Engineer as defined in Article 105.01 of the IDOT Standard Specifications shall be re-defined as follows: "All work shall be done under the observation of the Engineer and shall be done in accordance with requirements of the Contract. The Engineer shall decide all questions which arise as to the interpretation of the Plans and Specifications and as to disputes and mutual rights between Contractors under the Specifications. The Engineer shall advise the Owner as to the quality and acceptability of materials furnished and work performed, rate of progress of the work, an acceptable fulfillment of the Contract. The Engineer will determine the amount of materials acceptable fulfillment of the Contract. The Engineer will determine the amount of materials furnished and work performed. The Engineer's advice and determinations shall be conditions precedent to the right of the Contractor to receive money due the Contactor under the Contract." "The Engineer will notify the Contractor in writing if the work is to be suspended by the Owner wholly or in part due to the failure of the Contractor to carry out provisions of the contract, for failure to carry out orders, for such periods due to unsuitable weather, for conditions considered unsuitable for the prosecution of the work, or for any other condition or reason deemed to be in the public interest." "In case of failure on the part of the Contractor to execute work as directed by the Engineer, the Owner may, at the expiration of a period of 48 hours after giving notice in 9 SECTION D writing to the Contractor, proceed to execute such work as may be deemed necessary, and the cost thereof shall be deducted from compensation due or which may become due to the Contractor under the contract." The Engineer shall not assume any of the responsibilities of the Contractor's superintendent or of the Subcontractors, shall not expedite the work for the Contractor, and shall not advise on, or issue directions concerning aspects of construction means, methods, techniques, sequences or procedures, or safety precautions in connection with the work. COORDINATION OF THE CONTRACT DOCUMENTS In addition to the requirements of Article 105.05 of the IDOT Standard Specifications, the Contractor will be required to fully acquaint himself, his staff, his sub-contractors and any and all representatives of his organization and his suppliers with the specific requirements of this project as described by the plans, the various specifications as referenced herein, the special provisions and the standard drawings prior to the execution of any work. Any questions or the need for further clarification or supplemental data required by the Contractor shall be addressed to the Engineer before the work is started, preferably at the pre-construction conference. Depending on the nature of such questions or clarification required, it shall be the discretion of the Contractor or the Engineer to establish such issues in writing. Claims of ignorance regarding the requirements of the plans, specifications, special provisions and standard drawings will be disallowed and will in no way relieve the Contractor of his responsibility to construct the work in accordance with the provisions cited herein. All work which does not conform to the requirements of the contract will be considered unacceptable and subject to the provisions of Article 150.13 of the IDOT Standard Specifications. CONSTRUCTION WATER RESTRICTION AND USE OF FIRE HYDRANTS In addition to the requirements of Article 107.18 of the IDOT Standard Specifications construction water must be obtained from a tank truck and not from municipal fire hydrants. Arrangements for filling a tank truck shall be made with the Village of Oak Brook Public Works Department, 3003 Jorie Blvd., Oak Brook, Illinois. PUBLIC CONVENIENCE AND SAFETY In addition to the requirements of Article 107.09 of the Standard Specifications for Road and Bridge Construction", the Contractor shall maintain entrances and side roads along the proposed improvement; interference with traffic movements and inconvenience to owners of abutting property and public shall be kept to a minimum. 10 SECTION D Any delays or inconveniences caused the Contractor by complying with these requirements shall be considered as incidental to the contract, and no additional compensation will be allowed. Unless otherwise approved by the Village, the Contractor is to plan his work so that there will be no open holes in the pavement and that all barricades will be removed from the pavement during non-work hours. During all construction operations, the Contractor will be required to provide, erect and maintain proper signage and barricades plus provide flagmen as necessary for safe traffic control. All provisions relating to traffic control, signage, barricades and the use of flagmen shall be subject to the approval and the direction of the Engineer. The Contractor will not be allowed to close any street to through travel without the prior approval of the Engineer. The Contractor will be required to provide all warning signs, barricades, traffic cones, flagmen and other appurtenances as the Engineer deems necessary to guarantee the safety of motorists and pedestrians during construction. This work will not be paid for separately but shall be considered as incidental to the Contract and no extra compensation will be allowed. CERTIFICATION OF MATERIALS The Village shall be furnished with a list of sources of materials before material is shipped so materials can be inspected before shipping, if desired. All materials shall be subject to inspection at the source and at the job site. The Village may reject any materials at either location. All materials incorporated in this project shall be new materials from the approved Village Material list unless specifically called-out otherwise in the Contract Documents Special Provisions for this project and approved by the Engineer in charge of this project. Use of existing material or recycled materials shall not be permitted without the written consent of the Village. The successful Bidder shall furnish the Village with the manufacturer's certificates for all materials supplied to the project except those Specifications exempted by the Village. CONTROL OF WORK For field engineering, construction layout, and control of work, the successful Bidder is responsible for all necessary surveying and staking. This work will be paid for separately per the pay item listed in the Bid Form. MAINTENANCE OF ROADWAYS Beginning on the date that work begins on this project, the Contractor shall assume responsibility for normal maintenance of all existing roadways within the limits of the 11 SECTION D improvement. This normal maintenance shall include all repair work deemed necessary by the Engineer, but shall not include snow removal operations. Traffic control and protection for maintenance of roadways will be provided by the Contractor as required by the Engineer. MAILBOXES Adjacent to the construction operations (not limited to grinding, paving, driveway work, curb and gutter removal and replacement) and off the back of curb are decorative mailbox structures. It shall be the Contractor's responsibility to protect these decorative mailboxes while performing work adjacent to them. The cost to protect these mailboxes shall be included in the overall cost of the contract and will not be measured and paid for separately. Any damage to these mailboxes caused by the Contractor during the contract shall be repaired by the Contractor to the satisfaction of the Engineer and at no additional cost to the Village or Resident. SUBSURFACE EXPLORATION DATA Limited investigation of subsurface conditions at the proposed site of Work has been made for the purpose of design. The Village of Oak Brook, Wang Engineering, and Thomas Engineering Group, LLC. assume no responsibility whatsoever with respect to the sufficiency or accuracy of these preliminary investigations, nor their interpretation. There is no guarantee, either expressed or implied, that conditions indicated are representative of those existing throughout the Work or any part of it, or that unforeseen developments may occur. SITE INVESTIGATION AND CONDITIONS AFFECTING WORK The Bidder acknowledges that, prior to submission of its bid, he has taken steps necessary to ascertain the nature and location of the Work, and that he has investigated, confirmed, verified as correct and satisfied himself as to the general and local conditions which can affect the Work or his costs, including but not limited to (1) location and load capacity of existing roadways, utilities, corresponding pavement, shoulders, curb and gutter, sanitary sewer, storm sewers, and water main, bearing upon transportation, disposal, handling and storage of materials; (2) the availability of labor, water, electric power and roads; (3) uncertainties of weather, river stages, tides, or similar physical conditions at the site; (4) the conformation and conditions of the ground and existing detention ponds; (5) the character of equipment and facilities needed prior to and during work performance; (6) subsurface conditions at the site of Work; (7) the quantities and qualities of all materials, equipment, and labor set forth in Bid Proposal, plans and drawings and specifications that are necessary to complete all of the Work as required under the Contract Documents; and (8) the location, condition, compatibility, configuration of all existing utilities and infrastructure. The Bidder also acknowledges that he has verified as correct, confirmed and satisfied himself as to the character, quality and quantity of surface and subsurface materials, obstacles or conditions to be 12 SECTION D encountered insofar as this information is reasonably ascertainable from an inspection of the site, including all exploratory work done, if any, as well as from the drawings, plans and specifications made a part of the bidding documents. The Bidder further acknowledges that he has reviewed, investigated, confirmed, verified as correct and satisfied himself as to the geotechnical report. Any failure of the Bidder to take the actions described and acknowledged in this paragraph will not relieve the Bidder from responsibility for estimating properly the difficulty and cost of successfully performing the Work, or for proceeding to successfully perform the Work without additional expense to the Owner. Thomas Engineering Group, LLC. and Owner assume no responsibility for any conclusions or interpretations made by the Bidder based on information made available by Thomas Engineering Group, LLC. or the Owner of the project. Nor do the Owner or Thomas Engineering Group, LLC. assume responsibility for any understanding reached or representation made concerning conditions which can affect the Work by any of his officers or agents before the acceptance of the bid offer and execution of the contract, unless that understanding or representation is expressly stated in this contract. NOISE A. It shall be unlawful for any person to make, continue to cause to be made or continue any loud, unnecessary, prolonged or unusual noise which disturbs the peace of others. B. Any person who shall, without prior authorization by the President and Board of Trustees, operate or cause, permit or allow to be operated upon any public street in the Village any mechanically operated piano, phonograph or other musical instrument, radio or similar mechanical or electrical device or wind instrument or noise-making device of any character whatsoever, for the purpose of advertising any goods, wares, merchandise or other articles for sale, barter or exchange, or for the purpose of attracting attention, or of inviting the patronage of any person to any business whatsoever, shall be deemed guilty of an offense against the Village. (Ord. G-577, 10-22-1996) USE OF HEAVY EQUIPMENT, TOOLS; RESTRICTIONS Except as provided in balance of this Section, no person or entity may use "heavy equipment" in residential areas except between seven o'clock (7:00) A.M. and six o'clock (6:00) P.M. Monday through Friday and between eight o'clock (8:00) A.M. and five o'clock (5:00) P.M. on Saturdays and Sundays; and in commercial areas except between six o'clock (6:00) A.M. and six o'clock (6:00) P.M. Monday through Friday and between six o'clock (6:00) A.M. and six o'clock (6:00) P.M. on Saturdays and Sundays; provided, however, that such equipment shall not be used at any time on Federal holidays. For purposes of this Section "heavy equipment" shall mean bulldozers, jackhammers, pile drivers, power hammers, chain saws, graders, riveters, earth movers, tree and stump grinders, trenchers, cement mixers, tractors, power hoists or 13 SECTION D derricks, demolition balls, power shovels, trucks, and power equipment on wheels or traction chains, or other similar equipment but shall not include garbage trucks, which are governed by separate agreement within the Village. A. Other Tools: Tools other than heavy equipment may be used at any time within a fully enclosed structure; any use of such tools outside a fully enclosed structure shall be prohibited between the hours of eight o'clock (8:00) P.M. and eight o'clock (8:00) A.M., except as provided in the balance of this Section. B. Emergencies: The limitations stated in this Section shall not apply in any situation which requires heavy equipment or other tools in emergencies to assist or avoid a problem related to health or to safety of persons or property, or to sewer, water, power, utility, or telephone interruptions. C. Work By Public Agencies: The limitations stated in this Section may be waived by the Board of Trustees by resolution for work undertaken by any public body or agency for the benefit of the public. The Board of Trustees may attach to any such waiver all conditions it deems necessary to protect the public health, safety or welfare. D. Waiver: The limitations stated in this Section may be waived by the Village Manger in areas of the Village zoned for nonresidential uses pursuant to the Village zoning ordinance; provided, however, that no such waiver shall be granted unless the Village Manager finds that: 1. The party seeking the waiver will suffer a unique or unusual hardship unless the waiver is granted; and 2. The granting of a waiver will not cause a substantial or undue adverse impact upon adjacent property or upon the public health, safety and welfare. The Village Manager may attach to such waiver all conditions he deems necessary to protect the public health, safety or welfare. PAVEMENT CORES The Village of Oak Brook performed pavement cores throughout the project limits. A copy of the geotechnical testing report has been included in Section K. CONSTRUCTION NOISE RESTRICTION All engines and engine driven equipment used for construction or for hauling shall be equipped with an adequate muffler in constant operation and properly maintained to prevent excessive noise. 14 SECTION D CONTRACTOR either place the concrete in the morning prior to noon or provide security to protect his work. In addition, any adjacent sidewalk damaged by the CONTRACTOR during the removal or replacement operations shall be removed and replaced by the CONTRACTOR at no cost to the Village. ARTICLE 108.01 — SUBLETTING OF CONTRACT In addition to the requirements of Article 108.01 of the IDOT Standard Specifications within fifteen (15) days after the Notice of Award of contract, the Contractor shall submit for approval to the Engineer a list of all the sub-contractors that are to be performing or constructing any type of work in this contract. The list shall include the sub-contractor's name and address, and the type and amount of work to be performed by the sub- contractor. ARTICLE 108.02R— PROGRESS SCHEDULE The provisions of Article 108.02 of the IDOT Standard Specification should be modified to read as follows: "The Contractor shall submit a Progress Schedule to the Engineer for approval not more than 15 working days after the Notice of Award of the Contract. This schedule will show the order in which the Contractor proposes to carry on the work, the dates on which he will start controlling items, and the contemplated dates for completing controlling items. The Contractor's submission may be a critical path flow chart, bar graphs, or other appropriate devise of the Contractor's choice, and shall clearly indicate the various types of work to be in progress at any point through the term of the Contract. The Progress Schedule shall be consistent with the Staging Notes in the Plans. The Progress Schedule shall show that each of the stages of the Contract will be substantially completed within the time provided in the Contract Documents. The Contractor will be required to include a statement regarding the number of days per week and the number of hours per day which he plans to work. In addition, the Contractor should be aware of the following requirements: 1. The Contractor's superintendent will be required to attend semiweekly progress meetings, if requested, with the Engineer and Owner. 2. The Contractor shall note that school bus traffic must be accommodated if work is in progress while school is in session. Local traffic, postal delivery, garbage pick-up, and Emergency Vehicle traffic must be provided access at all times, as described herein and on the staging and traffic control plans. 17 SECTION D ARTICLE 108.06 — LABOR METH,ODSq AND EQUIPMENT The p rovisions of Article 108.06 of the IDOT Standard Specifications shall apply except to that the Owner, not the Engineer, shall have the authority to suspend hek du not the Contractor's failure to remove persons, who in the opinion oft Eg inee perform the work in a proper manner or are intemperate or disorderly oorthee tro t e e Contractor's failure to furnish suitable and sufficient personnel P prosecution of the work. ARTICLE 202.03 — CONSTRUCTION DEBRIS Effective October 18, 1999 Add the following to the third paragraph of Article 202.03 of the IDOT Standard Specifications: "The CONTRACTOR shall not conduct any generation, transportation, or recycling of construction or demolition debris, clean, general or uncontaminated soil generated during construction, remodeling, repair, and demolition of utilities, structures, and roads that is not commingled with any waste, without the maintenance of documentation identifying the hauler, generator, place of origin of the debris or soil, the weight or volume of the debris or soil, and the location, owner, and operator of the facility where the debris or soil was transferred, disposed, recycled or treated." 9-6 PARTIAL PAYMENTS AND RETAINAGE The provisions of Section 9-6 of the Standard Specifications shall be modified so that at least once a month, the Contractor will be responsible for formulating and submitting an approximate estimate and invoice, in writing, to the Engineer and Owner of materials in place complete, the amount of WORK performed, and the value thereof, at the CONTRACT unit price. This invoice will be reviewed by the Engineer and revised, if necessary. The Engineer will then forward the partial payment invoice or revised partial payment invoice to the President and Board of Trustees of the Village of Oak Brook for approval of a partial payment. Retainage shall be determined by the Village. Partial payments will not be made until satisfactory waivers of lien are received by the Village of Oak Brook and approved. The attached waiver forms at the end of Section C must be used. The following procedure shall be used: M. 1 st Payment - Waiver from the General Contractor is required. Waivers from subcontractors and material suppliers are not required. 18 SECTION D SECTION 107 — MAINTENANCE AND PROTECTION OF MANHOLE LIDS AND VALVE COVERS Care should be taken during the paving operations to protect manholes located within the construction limits. It is the responsibility of the CONTRACTOR to inspect all existing manhole lids and valve covers, together with the ENGINEER, prior to starting construction and a record kept of their condition. All debris which accumulates on new and existing lids and covers and in their pick holes during the time the contract is in force shall be removed and disposed of by the CONTRACTOR at his own expense. SECTION 107 — PROTECTION OF EXISTING DRAINAGE FACILITIES DURING CONSTRUCTION All existing drainage structures are to be kept free of all debris resulting from construction operations. All work and material necessary to prevent accumulation of debris in the drainage structures will be considered included in the cost of the contract. Any debris in the drainage structures resulting from construction operations shall be removed at the CONTRACTOR'S own expense, and no extra compensation will be allowed. Should reconstruction or adjustment of a drainage structure be required by the ENGINEER in the field, the necessary work and payment shall be done in accordance with Section 602 and Article 104.02 respectively of the Standard Specifications. During construction if the CONTRACTOR encounters or otherwise becomes aware of any sewers, underdrains or field drains within the right-of-way other than those shown on the Plans, he shall so inform the ENGINEER who shall direct the work necessary to maintain or replace the facilities in service and to protect them from damage during construction if maintained. Existing facilities to be maintained that are damaged because of noncompliance with this provision shall be replaced at the CONTRACTOR'S own expense. Should the ENGINEER have directed the replacement of a facility, the necessary work and payment shall be done in accordance with Sections 550 and 601 and Article 104.02, respectively, of the Standard Specifications. ARTICLE 107.20 — PROTECTION AND RESTORATION OF PROPERTY In addition to the requirements of Article 107.20 of the IDOT Standard Specifications, the existing drainage facilities shall remain in use during the period of construction, unless otherwise noted in the Contract Plans. Locations of existing drainage structures and sewers, as shown on the Contract plans, are approximate. Prior to commencing work, the Contractor, at his own expense shall determine the exact location of existing structures and culverts which are within the proposed construction site. 15 SECTION D All drainage structures are to be kept free from any debris resulting from construction operations. All work and material necessary to prevent accumulation of debris in the drainage structures will be considered as incidental to the Contract. Any accumulation of debris in the drainage structures resulting from construction operations shall be removed at the Contractor's own expense, and no extra compensation will be allowed. Unless reconstruction or adjustment of an existing manhole, catch basin, or inlet is called for in the contract plans or ordered by the Engineer, the proposed work shall meet the existing elevations of these structures. Should reconstruction or adjustment of a drainage structure be required by the Engineer in the field, the necessary work and payment shall be done in accordance with Section 602 and 605 and Article 104.20 respectively of the [DOT Standard Specifications, unless otherwise noted in the plans or Special Provisions. The Contractor shall take all necessary precautions when working near or above existing sewers in order to protect these pipes during construction from any damage resulting from his operations. Existing sewers damaged because of noncompliance with the provision shall be replaced as directed by the Engineer, in accordance with Section 550 of the IDOT Standard Specifications and at the Contractor's own expense, and no extra compensation will be allowed. The Contractor is responsible for maintaining adequate drainage patterns and methods during the construction work. During construction, if the Contractor encounters or otherwise becomes aware of any sewers, underdrains, or field drains within the right of way other than those shown on the plans, he shall so inform the Engineer who shall direct the work necessary to maintain or replace the facilities in service and protect them from damage during construction if maintained. Existing facilities to be maintained that are damaged because of noncompliance with this provision shall be replaced at the Contractor's own expense. Should the Engineer have directed the replacement of the facility, the necessary work and payment shall be done in accordance with Section 550 or 601 and Article 104.02 respectively of the IDOT Standard Specifications. ARTICLE 107.30 — PROTECTION OF CONCRETE Special attention is called to Article 107.30 of the Standard Specifications. Any defaced work and any concrete not acceptable to the ENGINEER shall be replaced by the CONTRACTOR at his sole expense prior to final payment. It is the CONTRACTOR's responsibility to guard and protect newly installed concrete against any foreign markings, initials, writings, footprints, handprints, and all other graffiti and imperfections that may occur as a result of vandalism or innocent pranks. The CONTRACTOR shall remove all concrete damaged in this manner and replace same, all at his expense and no cost to the Village. It is suggested that the 16 SECTION D 2. 2nd Payment - Waiver from the General Contractor is required. Waivers from subcontractors and material suppliers are required in the amounts listed within the General Contractor's "Contractor's Affidavit" from Payment No. 1. 3. 3rd & Subsequent Payments - Same as #2 with amounts as listed within the previous "Contractor's Affidavit" table. 4. Final Payment - All final waivers must be complete. The General must be for the total final amount. The subcontractors and material suppliers must be for their total final amounts. A waiver package submitted for payment concerning Village of Oak Brook projects shall utilize waiver forms supplied by the Village and shall meet the following requirements: A. General Contractor 1. Upper part of the Waiver Form must: a) Describe the work or material furnished b) State the name of the project c) Recite the full consideration for amount received ($1.00 waivers are not acceptable) d) Be properly executed by the person furnishing the waiver and be currently dated 2. Lower part of the Waiver Form (Contractor's Affidavit) must: a) State the name of the person executing it b) State the person's position in the company c) State the company's name d) Describe the work or material furnished e) State the name of the project f) State the total amount of the project including extras g) State the amount received to date h) List in the table the names of all subcontractors and/or material suppliers, their work or material furnished, their contract amount, amount previously paid to them, the amount being paid to them with this payout, and any balance due after this payout. The General would also list itself. i) Be properly executed by the person furnishing the Affidavit and be currently dated j) Be notarized and sealed B. Subcontractors and/or Material Suppliers 19 SECTION D A Waiver and Affidavit must be submitted for every subcontractor and material supplier listed on the General Contractor's Affidavit starting with Payout No. 2. 1. Upper part of the Waiver Form must: a) Identify the company with whom the contract was made to furnish work or material b) Describe the work or material furnished c) State the name of the project d) Recite the full consideration to theGe eral Cont actor ($1 r e previous payout r00 waivers are not acceptable) e) Be properly executed by the person furnishing the waiver and be currently dated 2. Lower part of the Waiver Form (Contractor's Affidavit) must: a) State the name of the person executing it b) State the person's position in the company c) State the company's name d) Describe the work or material furnished e) State the name of the project f) State the total amount of the project including extras g) State the amount received to date h) List in the table the names of all subcontractors and/or material suppliers, their work or material furnished, their contract amount, amount previously paid to them, the amount being paid to them with this payout, and any balance due after this payout. The sub would also list itself. i) Be properly executed by the person furnishing the Affidavit and be currently dated j) Be notarized and sealed A subcontractor may have sub-subcontractors or material suppliers listed in its Affidavit. Each listed entity must supply the necessary waivers. NOTE FOR BOTH GENERAL CONTRACTOR AND SUBCONTRACTORS: If all materials are taken from fully paid stock, the table in the Affidavit should "All materials taken from fully paid stock and delivered to the jobsite in our own trucks." 9-9 ACCEPTANCE AND FINAL PAYMENT The provisions of Section 9-9 of the Standard Specifications shall be modified so that the Contractor will be responsible for formulating and submitting to the Engineer and 20 SECTION D 2. Top Pruning: When thirty percent (30%) or more of the root zone is damaged, an equivalent amount of the top vegetative growth of the plant material shall be pruned off within one (1) week following root damage. Article 201.10.d.1 — Delete the first paragraph and add the following: Tree Root Pruning: Prior to saw cutting, the Engineer will lay out the Root Pruning limits in the field. The distance will generally be equivalent to one foot in each direction for each inch diameter of the tree. Saw cutting may not begin until the Contractor obtains permission from the Owner. This work will be measured and paid for at the contract unit price per each for TREE ROOT PRUNING. The cost of fertilizer nutrients and top pruning shall be considered incidental to this pay item, and will not be paid for separately. 25200200 - SUPPLEMENTAL WATERING Description. This work shall consist of applying additional water to newly sodded areas as directed by the ENGINEER in accordance with Section 252 of the Standard Specification. Water shall be applied at a rate of 15 L/sq m (3 gal/sq yd) or as directed by the ENGINEER. The CONTRACTOR shall provide the meter readings of the usage of water on a daily basis to the ENGINEER. Method of Measurement and Basis of Payment. This work shall be calculated and paid for at the contract unit price per unit of SUPPLEMENTAL WATERING based on the amount sod installed which includes all labor, material and equipment. 40201000 — AGGREGATE FOR TEMPORARY ACCESS This work shall consist of construction and maintenance of an aggregate surface course for temporary roads and approaches as specified in Article 107.09 of the IDOT Standard Specifications. Aggregate surface shall be constructed in accordance with the applicable portions of Section 402 of the IDOT Standard Specifications except that the equipment required for the work will be as directed by the Engineer. Maintenance shall consist of placing and compacting additional aggregate of the same type and gradation as the surface aggregate. Aggregate used for temporary access and driveway maintenance shall be of CA-6 gradation and shall meet the requirements of Article 1004.04 of the Standard Specifications, except the use of crushed concrete and blast furnace slag will not be 23 SECTION D allowed. The use of reclaimed asphalt pavement (RAP) material resulting from the cold milling of existing bituminous concrete hot-mix pavement structure may be permitted at the discretion of the Engineer. When the use of temporary roads and approaches is discontinued, the surface aggregate p[laced in its construction and maintenance shall be removed and utilized in the permanent construction or otherwise disposed of as specified in Article 202.03. RAP material used in construction or maintenance shall be removed and disposed of off site when use of the temporary roads and approaches is discontinued. This work will be paid for at the contract unit price per ton for AGGREGATE FOR TEMPORARY ACCESS, which price shall include all costs of furnishing, placing, removing and disposing of aggregate used in the construction of temporary roads and approaches. 42300200 — PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6" This work shall consist of constructing Portland cement concrete driveway pavement of the thickness specified in accordance with the applicable portions of Section 423 of the IDOT Standard Specifications and the details shown in the specifications. All concrete replacement shall be done with the highest workmanship possible, including but not limited to, smooth side finishes and top of work matching straight line between ends. The driveway pavement shall be constructed on a compacted 2" thick layer of sub-base stone having a gradation of CA-6. The cost of the sub-base stone shall be included in the cost of this pay item. This work shall will be measured and paid for at the contract unit price per square yard for PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6". 44000200 — DRIVEWAY PAVEMENT REMOVAL This work shall consist of the removal and satisfactory disposal of driveway pavement in accordance with the applicable portions of Section 440 of the IDOT Standard Specifications, at locations shown on the plans or as directed by the Engineer. This work shall include the removal of all existing Portland cement concrete and bituminous concrete driveway pavements regardless of thickness. Any excavation and disposal of excavated material required to construct the driveway section as specified shall be included in the cost for Driveway Pavement Removal. Driveway Removal limits must be verified by the Engineer prior to sawcutting. 24 SECTION D Owner the final estimate and invoice, in writing. This invoice will be reviewed by the Engineer and revised, if necessary, to show "As-built" quantities and dimensions. The Engineer will then forward the final invoice or revised final invoice to the President and the Board of Trustees of the Village of Oak Brook for approval and acceptance of work. Payment will not be made until satisfactory waivers of lien are received by the Village of Oak Brook and approved. The attached waiver forms at the end of Section C must be used. The waiver procedures stated in the partial payment section will be utilized. QUALITY CONTROUQUALITY ASSURANCE OF CONCRETE MIXTURES Description. Check Sheet #31: Quality Control/Quality Assurance of Concrete Mixtures (Eff. 4-1-92) (Rev. 1-1-09) of the Supplemental Specifications and Recurring Special Provisions, indicated on the Check Sheet included herein, specifies the quality control responsibilities of the CONTRACTOR for Portland cement concrete mixtures and controlled low-strength material incorporated in the project, and defines the quality assurance and acceptance responsibilities of the ENGINEER. Basis of Payment. Quality Control/Quality Assurance of Portland cement concrete mixtures will not be paid for separately, but shall be considered as included in the cost of the various concrete contract items. 41-2.10#01 THRUST BLOCKING Precast concrete thrust blocks shall be installed at all bends, tees, fire hydrants, plugs and valves against undisturbed earth and in accordance with Section 41-2.10 of the Standard Specifications. This work shall be done at locations shown on the Plans or as directed by the Engineer and as shown on Standard Drawing 9 and the Thrust Blocking Detail on the Plans. All wooden shims and wedges used to tighten thrust blocking shall be fully encased with poured concrete and the concrete shall have set before the trench is backfilled. SECTION 602 — CATCH BASIN, MANHOLE, INLET DRAINAGE STRUCTURES AND VALVE VAULT CONSTRUCTION, ADJUSTMENT AND RECONSTRUCTION Article 602.02, add the following: Materials. All frames and grates to be furnished as part of this contract for construction, adjustment, or reconstruction shall conform to the Village of Oak Brook "Public Works Construction Standards" as follows, or approved equal: 1. Frames and Closed Lids a. For valve vaults - Neenah R-1712, or equal. b. Solid lid shall bear the marking "WATER". c. Castings shall be set in a bituminous mastic bed; mortar will not be allowed. 21 SECTION D BRACING AND SHEETING/DEWATERING Description. The CONTRACTOR shall provide all trench bracing/protection in accordance with Article 550.04 of the Standard Specifications, and shall provide ample means and equipment to keep all excavations dry during the construction period until completion and acceptance of the work at final inspection. The CONTRACTOR, if necessary, shall furnish, place and maintain protective measures during excavations to safeguard adjacent utilities, as well as the work done under this contract. Protective measures for excavation support should include the use of safety trench boxes, sheeting and bracing, or other appropriate methods. In this regard, the CONTRACTOR must be responsible for meeting OSHA requirements, local regulations and/or project specifications with the respect to the safety of his work force and protection of adjacent structures. If at anytime the method being used by the CONTRACTOR for supporting any material, roadway or utility structure adjacent to any excavation is not reasonably safe in the opinion of the ENGINEER, the ENGINEER may require and the CONTRACTOR shall provide additional bracing and support necessary to furnish the added degree of safety required by the ENGINEER. The CONTRACTOR shall provide such additional bracing and support by any method approved by the ENGINEER, as he may elect to use, but the taking of such added precautions shall in no way relieve the CONTRACTOR of his sole and final responsibility for the safety of lives, work and structures. Basis of Payment. The cost of such required protective measures and dewatering processes shall not be paid for separately but shall be considered as included in the cost of the associated contract item being installed. 20101200 — TREE ROOT PRUNING This work shall consist of mechanically sawing roots in order to protect existing trees and shrubs to remain in accordance with Section 201 of the IDOT Standard Specifications except as follows: Article 201.06 —Add the following: 1. Prior to excavating or trenching within the drip line area of a tree, the earth shall be sawcut a minimum depth of two feet (0.6 meters) below the soil surface. The saw cut shall be a clean vertical cut using a Vermeer saw, chain saw, handsaw, or other acceptable method as determined by the engineer. Use of heavy equipment, machete, or other tools which may cause ripping or tearing will not be permitted. 22 SECTION D This work shall be paid for at the contract unit price per square yard of DRIVEWAY PAVEMENT REMOVAL. 56103300 — DUCTILE IRON WATER MAIN 12" Description. Ductile iron water main shall be constructed in accordance with the applicable portions of Section 561 of the Standard Specifications and with the applicable portions of Section 41 of the Standard Specifications for Water and Sewer Main Construction in Illinois except as modified herein. Materials. The water main shall be ductile iron, cement-lined asphaltic coating or paint, push-on joint, thickness class 52, of the ,size as designated in the Plans, and shall conform to the latest ANSI A21.51/AWWA C151. General. All direct buried underground iron or ductile iron piping, pipe fittings and appurtenances shall be encased with polyethylene wrap with taped joints. Polyethylene wrap shall be equal to ASTM D 1248 and shall conform to the applicable requirements of AWWA C105/A21.5. Method A (Sec. 4.4.2.1) is the approved method, which includes one length of polyethylene tube for each length of pipe, overlapped at the joints. Method B or C may only be used at the discretion of the ENGINEER. Where it has been specified that water main be wrapped, the wrapping shall be installed per manufacturers' guidelines. The water main shall be re-wrapped water tight after it has been removed to install service taps, lateral connection, etc. All types of pipe shall be handled in such a manner as to prevent damage to the pipe or coating. Accidental damage to the pipe or coating shall be repaired to the satisfaction of the ENGINEER, or be removed from the job, and the methods of handling shall be corrected to prevent further damage when called to the attention of the CONTRACTOR. The pipe shall be inspected by the ENGINEER for defects while suspended above grade. The bedding, haunching and backfilling for pipe installation shall be as shown on the Drawings and as specified in Section 20 of the Water and Sewer Specifications except as modified in these Special Provisions. Bedding, haunching, and initial backfill will not be eligible for payment but shall be considered included in the cost of DUCTILE IRON WATER MAIN, of the diameter specified. Bedding, haunching, and initial backfill shall consist of CA-7 coarse aggregate gradation. Bedding shall consist of 6" compacted granular bedding beneath the pipe. Haunching shall consist of the backfill from the bottom of the pipe to the spring line (centerline) of the pipe. Initial backfill includes granular backfill from the spring line of the pipe to 12" above the pipe. Initial backfill and haunching shall be placed in 6-inch maximum layers with the backfill compacted by mechanical means. 25 SECTION D Method of Measurement and Basis of Payment. This work, along with any Ductile Iron Water Main to be constructed as noted on the Plans, will be paid for at the contract unit price per foot for DUCTILE IRON WATER MAIN, of the diameter specified, measured in place. This price shall include the cost of all pipe, joint materials, fittings, sleeves, removal of existing pipe and fittings for connections, bedding, haunching and initial backfill, excavation, removal of surplus excavated material, field chlorination to the satisfaction of the Engineer, and connection to existing water main, all as specified above. This item shall also include any and all items necessary to complete this work as specified. 56104900156105000/56105100 —WATER VALVES 6"18"110" Description. Water valves shall be constructed in accordance with the applicable portions of Section 561 of the Standard Specifications and with the applicable portions j of Section 41 of the Water and Sewer Specifications except as modified herein. Materials. All water main valves shall only be Mueller Resilient Seat Gate Valve (Resilient Wedge, R/W) for mechanical joints conforming to AWWA C111 (Mueller No. A-2360-20). All work shall conform to the attached pages of the Village of Oak Brook "Public Works Construction Standards." Method of Measurement and Basis of Payment. This work will be paid for at the contract unit price each for WATER VALVES, of the size specified. This price shall include the cost of all labor, materials and equipment necessary to install the gate valve in a valve vault, as detailed in the Plans and to the satisfaction of the Engineer. The valve vault will be paid for separately. 56400500 — FIRE HYDRANTS TO BE REMOVED This work consists of removing and disposing of fire hydrants at the locations shown in the Plans and directed by the Engineer. Fire hydrants shall be cut off 24-inches (minimum) below grade and disposed of by the Contractor. The auxiliary valve box must also be removed and disposed of. This work shall also include sealing the end of the existing water main to remain with concrete or brick masonry. Filling the trench left by the removal of the fire hydrant with TRENCH BACKFILL, SPECIAL is part of this work and will not be paid for separately. This work shall be measured and paid for at the contract unit price per each for FIRE HYDRANTS TO BE REMOVED which price shall be payment in full for all materials, labor, tools, equipment, and incidentals necessary to complete this work. 26 SECTION D 56400820 — FIRE HYDRANTS WITH AUXILIARY VALVE AND VALVE BOX Description. This work consists of furnishing and installing a fire hydrant with auxiliary valve and valve box at locations shown in the Plans. As a minimum, the design, materials and workmanship of all fire hydrants shall conform to the applicable portions of AMA C502 as well as Section 45 of the Water and Sewer Specifications. The details and notes for materials and installation are provided on the Plans. Materials. All fire hydrants shall be Mueller Super Centurion Model No. A-423, complying with AWWA C-502 and having breakable safety flanges, as currently installed in the Village. All work shall conform to the attached pages of the Village of Oak Brook "Public Works Construction Standards." Hydrants shall be furnished with a 6" (150 mm) R/W (resilient wedge) Mueller gate valve, (Mueller No. A-2360-16) attached directly to the hydrant, and cast iron valve box two-piece (Tyler No. 664S). Hydrants shall have national standard threads and shall be painted a green color, (Glidden Structure Green No. 4503, or Rust Scat Mack Green No. 138). All port caps and bonnets shall be painted a highly reflective white color (3M traffic control division white paint No. 7216). Hydrant shall be installed at finished grade. The depth of bury on all hydrants shall be as required to avoid vertical bends in the hydrant lead, and 5.5' minimum when possible. Any vertical adjustment necessary to meet this requirement is incidental and will not be paid for separately. All fire hydrants shall be a flanged or mechanical joint connection and rubber gasket. All hydrants installed on 12" or larger water main shall be installed on locking hydrant tees where available. The auxiliary valve shall be in accordance with the WATER VALVE special provision included elsewhere herein. The water main from the hydrant to the water main shall be a six (6) inch ductile iron water pipe. The valve boxes shall be the adjustable type, shall be set at finished grade, and shall have the valve box covers stamped "Water". General. Fire hydrants shall be placed at the locations as shown on the Plans or as otherwise directed by the ENGINEER. Fire hydrants shall be installed as shown on the details included in the Plans. A minimum of 0.5 cubic yard of coarse aggregate shall be placed at and around the base of the hydrant to insure proper drainage of the hydrant after use. The hydrant shall be set on a concrete block to insure firm bearing for the hydrant base. All fire hydrants will be inspected by the Village of Oak Brook prior to any backfilling. Method of Measurement and Basis of Payment. This work will be paid for at the contract unit price each for FIRE HYDRANTS WITH AUXILIARY VALVE AND VALVE BOX, which price shall include the cost of all labor, materials, and equipment necessary to install the fire hydrant with auxiliary valve and valve box, tee or locking hydrant tee, new stainless steel bolts, and 6" ductile iron pipe extension connecting the hydrant to the water main, as detailed in the Plans, the foregoing specifications and to the 27 SECTION D satisfaction of the ENGINEER. Any vertical adjustment necessary to install the hydrant as specified and shown in the plans is considered incidental and will not be paid for separately. 60500405 — FILLING VALVE VAULT Description. This work shall consist of fill existing valve vaults as shown on the plans or as directed by the Engineer. All work shall be completed, measured, and paid for in accordance with the requirements of Section 605 of the IDOT Standard Specifications, except as modified herein. Prior to filling valve vaults, the old valves shall be closed and abandoned in place. The Contractor shall remove the valve vault's frame and lid, adjusting rings and cone section. These items shall be properly disposed of offsite or delivered to Public Works for salvage. The Owner will identify any frames and lids to be salvaged. Those to be salvaged shall be removed and delivered to the Department of Public Works. The valve vault shall be filled with CLSM. All work shall be performed to the satisfaction of the Engineer. Landscape restoration will be paid for separately. Method of Measurement and Basis of Payment. The work will be paid for at the contract unit price each for FILLING VALVE VAULT, which shall include all labor, equipment, and materials necessary for removing and disposing of the top portions of the structures, sealing existing pipes, and filling the existing structure with CLSM. PROFESSIONAL ENGINEER'S CERTIFICATION FOR ALL SOIL AND CLEAN CONSTRUCTION AND DEMOLITION DEBRIS (CCDD) Effective July 10, 2010, Public Act 96-1416 amended the Environmental Protection Act 415 ILCS 5/1, et seq. ("EPA"), to provide for, among other things, an interim certification requirement for the disposition of "uncontaminated soil" at either a "clean construction or demolition debris fill operation" or an "uncontaminated soil fill operation." Description. If construction activities will result in removal and disposal of excavation spoils, per Illinois Public Act 96-1416 and the Illinois Environmental Protection Agency, soil sampling and analysis, along with certification from a licensed Professional Engineer that the soil is uncontaminated, will be required prior to clean construction and demolition debris (CCDD) landfill acceptance. It is the CONTRACTOR'S responsibility to procure the services of a Licensed Professional Engineer for the purpose of presenting certification on all required forms prescribed by the IEPA whenever excavated soil and clean construction and demolition debris is disposed of from the public right-of-way. The Licensed Professional Engineer, or signee of the Uncontaminated Soil Certification: Form LPC — 662 or 663, shall have reasonable evidence or basis upon which they are certifying that soil from the project site is uncontaminated. The Licensed Professional Engineer shall obtain evidence 28 SECTION D including analytical testing for volatile organic compounds (VOC), at a minimum, prior to signing off on the uncontaminated designation of the waste. The CONTRACTOR shall provide a Licensed Professional Engineer's certification for all soil and clean construction and demolition debris containing soil uncontaminated prior to major underground activities. Upon certification, all excavated soil and clean construction and demolition debris shall be deposited in an IEPA-approved landfill. Construction Requirements. The CONTRACTOR shall be responsible for satisfactory removal and disposal of all waste material, asphalt, concrete, stone, and uncontaminated or contaminated dirt or debris generated or discovered in the course of the work. Removal and disposal of excavation items being disposed of at a landfill or CCDD fill site shall meet the requirements of Public Act 96-1416. The temporary storing of excavated materials on the parkways or right-of-way, and re- handling them later for disposal will not be allowed due to additional damage caused to tree root systems, parkways, existing equipment, and conditions. It shall be the CONTRACTOR'S responsibility to find an approved dump site for debris and any excavated materials. The Village will not provide for one. The Village will not be responsible for any additional soil disposal costs if the soil disposal site chosen by the CONTRACTOR rejects loads due to photoionization readings greater than zero. Photoionization detector (PID) readings are not acceptable results for determining classification of the excavated material. Should a licensed landfill reject any load, analytical chemical testing shall be performed on the excavated material by an IEPA National Environmental Laboratory Accreditation Program (NELAP) approved laboratory on representative samples obtained in accordance with standard IEPA protocol and frequencies. The analytical chemical testing shall be completed by a qualified, independent testing agency hired and paid for by the CONTRACTOR. SW-846 Analytical Laboratory Procedures (USEPA) methods will be used for analysis. If the test results are inconclusive, or when the test results indicate levels that do not exceed the Residential Tier 1 Soil and/or Class One Groundwater Remediation Objectives (SRO & GRO) presented in 35 Illinois Administrative Code 742 (IAC) the removal and disposal of the excavated material shall be classified as EARTH EXCAVATION. The CONTRACTOR shall be responsible for transporting this material to a site that will accept the material. No additional compensation will be allowed for this testing or disposal. When test results indicate that the materials exceed said SROs and GROs objectives, the material shall be classified as either Non-Special Waste or Special Waste, and disposal costs paid for as specified below. Disposal operations shall only proceed with the authorization of the ENGINEER. The Village has the right to require that all sampling be performed in the presence of the ENGINEER or the Village's authorized representative. 29 SECTION D Basis of Payment. Providing the Professional Engineer's Certification and all testing of VOC's required for disposal at an approved CCDD fill site shall be included in the cost of the contract. The cost to comply with these restrictions shall be at no additional expense to the Village or contract. EARTH EXCAVATION shall not be paid for but shall be considered included in the cost of the items of work requiring excavation and disposal. All costs for excavation, transportation, disposal, and analytical testing of material classified as Non-Special Waste shall be paid for at the contract unit price per Cubic Yard for NON-SPECIAL WASTE DISPOSAL and per Lump Sum for SPECIAL WASTE PLANS AND REPORTS, as the case may be, when the pay item is provided for in the contract, or paid for as Extra Work according to 104.02 (c) when a pay item is not provided for in the contract. DETECTOR LOOP REPLACEMENT Description. This work shall consist of replacing existing detector loops which are destroyed during grinding, water main installation, or patching operations. If damage to the detector loop is unavoidable, replacement of the existing detection system will be necessary. This work shall be completed by an approved Electrical Contractor as directed by the Engineer. Replacement of the loops shall be accomplished in the following manner: The Engineer shall mark the location of the replacement loops. The Contractor may reuse the existing conduit (duct) located between the existing handhole and the pavement if it hasn't been damaged. All burrs shall be removed from the edges of the existing conduit which may cause damage to the new detector loop during installation. If the existing conduit is damaged beyond repair, or if it cannot be located, or if additional conduits are required to provide one lead-in duct for each proposed loop; the Contractor shall be required to drill through the existing pavement into the appropriate handhole, and install 1" unit duct conduit. This work and the required materials shall not be paid for separately but shall be included in the pay item Detector Loop Replacement. Upon establishment of the duct, the loop may be cut, installed, sealed and spliced to the twisted-shielded controller cable in the handhole. Detector loop measurements shall include the saw-cut and the length of the loop lead-in leading to the edge of pavement. Unit duct, splicing, trench and backfill, and drilling of pavement or handholes shall be incidental to detector loop quantities. 30 SECTION D Wherever water is encountered in the trench, it shall be removed during pipe laying and jointing operations. Provisions shall be made to prevent floating of the pipe. Any dewatering of the trenches shall be considered incidental and paid for at the Contractor's sole expense. At no time shall trench water be allowed to enter the water main. Water main shall be installed to provide a minimum of 5.5' and maximum of 8.0' of cover except at special crossings as shown on the Plans. All pipe shall be handled in such a manner as to prevent damage to the pipe and shall be inspected by the Engineer for defects prior to installation. Accidental damage to the pipe shall be repaired to the satisfaction of the Engineer, or be removed from the job, and the methods of handling shall be corrected to prevent further damage when called to the attention of the Contractor. Dirt or other foreign material shall be prevented from entering the p or e i pipe joint pp p J � during handling or laying operations, and any pipe or fitting that has been installed with dirt or foreign material therein shall be removed, cleaned and re-laid. At times when pipe laying is not in progress, the open ends of the pipe shall be closed by a watertight plug, or by other means subject to the review of the Engineer, to ensure absolute cleanliness inside the pipe. All cutting of existing water main pipe for the insertion of valves, tees or other fittings shall be performed without damage to the pipe or pipe lining, and so as to leave a smooth end at right angles to the axis of the pipe. Any damaged water main shall be re-cut and replaced by the Contractor at his sole expense. Bell repair clamps shall not be allowed. Backfilling of water main shall be completed in accordance with article 550.07 of the standard specifications and as further described herein. The contractor shall mechanically compact the trench backfill during installation and shall then jet the trench every 5 feet upon completion of the water main run. All equipment required for compaction of the backfill shall be the responsibility of the contractor. Compaction of backfill shall not be less than ninety-five (95) percent of standard lab density by mechanical means, and the moisture content of the material when placed shall be within two (2) percent of the optimum moisture content, as determined by ASTM d-557 (modified proctor test). The trench may not be patched for a minimum of two weeks upon completion of jetting. Any areas in which settlement occurs over this time period must be re-graded and compacted to the satisfaction of the Engineer at the contractor's expense. Method of Measurement and Basis of Payment. This work will be measured and paid for at the contract unit price per foot for PVC C-900 WATER MAIN of the size specified which payment will be full compensation for all bends, tees, reducers, plugs, fittings, thrust blocks, retainer glands, fasteners, encasement, bedding/haunching/initial backfill and shall include all labor, tools, equipment and incidental items necessary to complete this work as specified. 33 SECTION D EXTERNAL JOINT RESTRAINT FOR PVC C-900 WATER MAIN Description. This work shall consist of furnishing and installing a Series 1600 Bell Restraint Harness, as manufactured by EBAA Iron, or approved equal at the first joint on each side of mechanical fittings shown on the plans or as directed by the Engineer. See detail included in the Plans. Method of Measurement and Basis of Payment. This work will be measured and paid for at the contract unit price per each for EXTERNAL JOINT RESTRAINT FOR PVC C-900 WATER MAIN and shall include all materials, labor, and incidental items necessary to complete this work as specified. PRESSURE TESTING AND CHLORINATION OF WATER MAINS Pressure and Leakage Testing. Pressure testing of the water mains shall be in accordance with Section 41-2.14 of the Standard Specifications and as specified herein. After installation, all water main a nd se rvice pipes, fittings, valves and hydrants drants shall be subjected d to a minimum hydrostatic drostatic pressure and leakage test of 150 pounds per square inch (psi) for a period of not less than two (2) hours. Each section of water main and connection to be pressure tested shall be carefully filled with water to expel all entrapped air, and the test pressure shall be applied by use of a pump connected to a tap in the pipe. The tap shall consist of a Mueller H-15000 or H-15008 Corporation Stop installed with a Mueller BR2S Bronze Service Saddle — Double Strap with AWWA taper (CC) thread per SD 33 and 34 of the Village of Oak Brook "Public Works Construction Standards" as shown in the Plans. A Copper whip and temporary hydrant, which will be inspected by the Village of Oak Brook prior to backfilling, shall be used for flushing, pressure testing, and disinfection. The maximum allowable leakage will be determined using the formula as shown in Section 41-2.14C(2) of the Standard Specifications for Water and Sewer Construction in Illinois. Chlorination. Chlorination/Disinfection of the water main system shall be accomplished by the use of liquid chlorine mixture only in accordance with Section 41- 2.15 of the Standard Specifications for Water and Sewer Construction in Illinois. Chlorination of the water main must be witnessed by a member of the municipal staff or its authorized representative. The Contractor shall coordinate with the Water Department and the Chlorination Subcontractor and meet on site at the time of chlorinating. All work shall conform to the attached pages 51 to 56 of the Village of Oak Brook "Public Works Construction Standards". 24 hours minimum notice is required for filling and flushing new mains. The main shall be thoroughly flushed, in a manner acceptable to the Owner, prior to chlorination and prior to starting water service installation. As deemed necessary by the Village or 34 SECTION D A minimum of seven (7) working days prior to the Contractor cutting loops, the Contractor shall have the proposed loop locations marked and contact the Engineer to inspect and approve the layout. Loop detectors shall be installed according to the requirements of the "District 1 Standard Traffic Signal Design Details." Saw-cuts from the loop to the edge of pavement shall be made perpendicular to the edge of pavement when possible in order to minimize the length of the saw-cut unless directed otherwise by the Engineer or as shown on the plan. The detector loop cable insulation shall be labeled with the cable specifications. Each loop detector lead-in wire shall be labeled in the handhole using a Panduit 250W175C water proof tag or approved equal secured to each wire with nylon ties. The lead-in wire, including all necessary connections for proper operation, from the edge of pavement to the handhole, shall be incidental to the price of the detector loop. Loop sealant shall be a two-component thixotropic chemically cured polyurethane either Chemque Q-Seal 295, Percol Elastic Cement A/C Grade or an approved equal. The sealant shall be installed 1/8" below the pavement surface, if installed above the surface the overlap shall be removed immediately. Round loop(s) six foot diameter may be substituted for six foot by six foot square loop(s) and shall be paid for as 24 feet of detector loop. Resistance to ground shall be a minimum of 100 megohms under any conditions of weather or moisture. Heat shrink splices shall be used according to the "District 1 Standard Traffic Signal Design Details." Drilling handholes, sawing the pavement, furnishing and installing unit-duct to the appropriate handhole, cable splicing to provide a fully operable detector loop, testing and all trench and backfill shall be included in this item. Method of Measurement and Basis of Payment. Detector loop replacement shall be measured along the sawed slot in the pavement containing the loop and lead-in, rather than the actual length of the wire in the slot. Detector Loop Replacement shall be paid for at the contract unit price per foot of DETECTOR LOOP REPLACEMENT. PVC C-900 WATER MAIN 6"/8"/10" Description. PVC water main shall be constructed in accordance with the applicable portions of Sections 40 and 41 of the Standard Specifications for Water and Sewer Main 31 SECTION D Construction in Illinois and Section 561 of the Standard Specifications for Road and Bridge Construction except as modified herein. Materials. Water main shall be PVC C-900 DR 18 pipe as manufactured by JM Eagle, Diamond Plastics, North American Pipe Corporation, Northern Pipe Products or approved equal. The pipe and joints shall conform to ANSI / AWWA C900 Pressure Class 235. Installation of PVC C-900 pipe shall conform to ANSI /AMA C605. In accordance with the details and the attached pages of the Village of Oak Brook "Public Works Construction Standards", connections to bends, tees, reducers and other fittings shall be made with fully-restrained mechanical joints manufactured by Tyler/Union or approved equal meeting the requirements of ANSI/AWWA C153/A21.10. All fittings shall be furnished with EBAA Iron, Inc. Mega-Lug 2000PV retainer glands, Ford Uni-Flange Series 1500 Circle Lock MJ retainer glands or approved equal, and shall be installed with fluorocarbon coated low alloy corrosion-resistant high-strength steel (cor-ten) t-bolts and nuts equal to NSS cor-blue or approved equal in accordance with ANSI/AWWA C111/A21.1. All fittings shall be wrapped in a polyethylene film, 8 mil thick, in accordance with ANSI/AWWA C105/A21.5 and securely fastened to the adjacent PVC pipe to the satisfaction of the Engineer. Bedding, haunching, and initial backfill shall consist of CA-7 coarse aggregate gradation and is considered incidental to the cost of the water main. Bedding shall consist of 6" compacted granular bedding beneath the pipe. Haunching shall consist of the backfill from the bottom of the pipe to the spring line (centerline) of the pipe. Initial backfill includes granular backfill from the spring line of the pipe to 12" above the pipe. Initial backfill and haunching shall be placed in 6-inch maximum layers with the backfill compacted by mechanical means. All pipe, fittings, bedding, haunching, initial backfill and retainer glands shall be included in the cost of the associated water main of the size and type specified. Testing. All testing and chlorination shall conform to Sections 41-2.14 and 41-2.15 of the Standard Specifications for Water and Sewer Main Construction in Illinois, the requirements of pages 51 to 56 of the Village of Oak Brook "Public Works Construction Standards", and "Pressure Testing and Chlorination of Water Mains" included in these Special Provisions. Chlorination and testing will not be paid for separately. Installation. All water main shall be laid to a minimum depth of 5.5', measured from the existing ground surface or proposed finished grade to the top of the barrel of the pipe. Final water main alignment is at the discretion of the Owner. 32 SECTION D Tracer Wire Access Boxes shall not be located in pavement unless specified by the Engineer. The tracer wire shall be #10 solid insulated copper wire installed in a 1 '/" coilable nonmetallic conduit. Tracer wire and conduit will be measured per lineal foot of constructed PVC water main. Vertical length for access box terminations will not be measured for payment and shall be included in the cost of Tracer Wire Access Box. Splicing of wires between access boxes will not be permitted. Conduit shall extend into and terminate within the access box. Methods of splicing conduit shall be submitted to the Village for approval prior to performing any splicing. Only water proof splicing kits may be used. i Tracer wire access box shall be of domestic manufacture and equal to Valvco TWAB (See detail included in Plan). This work shall be measured and paid for at the contract unit price per foot for TRACER WIRE IN CONDUIT and per each for TRACER WIRE ACCESS BOX which price shall be considered payment in full for completing this work as shown on the plans and as directed by the Engineer. WATER SERVICES Water services shall be constructed in accordance with the requirements of Section 41- 2.12 and 41-2.13 of the Standard Specifications, the details on the Plans and as specified herein. Copper pipe shall be 1 '/" or 2" copper water tube, Type K, soft temper, for underground service, conforming to ASTM B-88 and B-251. The pipe shall be marked with manufacturer's name or trade mark and a mark indicative of the type of pipe. The outside diameter of the pipe and minimum weight per meter (foot) of the pipe shall not be less than that listed in ASTM B-251, Table 11. Water Services, Near Side shall include a corporation stop with a 1/8 swivel bend installed on the new water main with a Smith-Blair 372 (7 Y2") tapped full circle saddle (or approved equal), all bends and fittings, copper pipe from the corporation stop to the near side right of way, a curb stop installed on the copper pipe to the connection point of the existing b-box (unless otherwise directed by the Engineer) and a new cast iron service box constructed over the curb stop. The service box shall be installed in a true vertical position -and the top shall be adjusted to be flush with the finished grade. All copper pipe shall be laid to a depth sufficient to provide a minimum 4'-6" of cover, measured from the existing ground surface or proposed finished grade to the top of the barrel of the pipe. If determined necessary by the Village, the Contractor shall push or directional bore a near side service to avoid landscaping or other obstacles in the parkway. 37 SECTION D At locations permitted by the Village, where an existing 1 '/2" near side water service crosses the proposed water main, the service shall be cut and connected to the proposed main. Splicing of the existing service will not be permitted. The existing service from the proposed main up to and including the existing B-Box shall be salvaged. This work shall be paid for at the Contract unit price for WATER SERVICE, NEAR SIDE (SPECIAL). Water Services, Far Side shall include a corporation stop with a 1/8 swivel bend installed on the new water main with a Smith-Blair 372 (7 /z ) tapped full circle saddle (or approved equal), copper pipe from the corporation stop to the far side right of way, a j curb stop installed on the copper pipe to the connection point of the existing b-box (unless otherwise directed by the Engineer) and a new cast iron service box constructed over the curb stop. The service box shall be installed in a true vertical position and the top shall be adjusted to be flush with the finished grade. All copper pipe shall be laid to a depth sufficient to provide a minimum 4'-6" of cover, measured from the existing ground surface or proposed finished grade to the top of the barrel of the pipe. All copper pipe installed under existing pavement or sidewalk shall be pushed or bored; no open cutting of existing pavement or sidewalk will be allowed. When directional boring services, the Contractor shall take all precautions necessary to protect grassed areas and private property lawns from damage, including but not limited to the use of wood platforms under equipment. While the Village will notify the residents of the potential for the staging of equipment on their lawn, it will be the responsibility of the Contractor to notify individual residents before directional boring equipment is placed on their property. At locations permitted by the Village, where an existing 1 '/2" far side water service crosses the proposed water main, the service shall be cut and connected to the proposed main. Splicing of the existing service will not be permitted. The existing service from the proposed main up to and including the existing B-Box shall be salvaged. This work shall be paid for at the Contract unit price for WATER SERVICE, FAR SIDE (SPECIAL). At locations where an existing water service b-box is near a tree to be saved, at the discretion of the Village, these new water services may be shortened or rerouted and connected at a location other than at the existing b-box. Depending on field conditions, the existing service may be connected 5-foot from the back of curb, including a new b- box, or 25-foot beyond the Right-of-Way line, including a new b-box. Where existing water main may be further than 5-foot from the back of curb, the existing service shall be detached from the existing main and connected to a new b-box where the new service line back to the proposed water main will be made. This situation will still be paid for with the WATER SERVICE (5-FOOT BEYOND BACK-OF-CURB) unit price. Where connections are made 25-foot beyond the Right-of-Way line, the service shall be directional bored to minimize disturbance to property. Prior to work on private property, the Village will obtain a Temporary Use Permit from the owner of the property. This work shall be paid for at the Contract unit price for WATER SERVICE (5-FOOT 38 SECTION D BEYOND BACK-OF-CURB) and WATER SERVICE (25-FOOT BEYOND BACK-OF- CURB). {{ I The Contractor shall be fully responsible for identifying the depth of each service and providing the necessary service box length to ensure the cap is set at finished grade. The Contractor shall also be responsible for identifying the size of the existing service and providing the appropriate fittings for the transition from the proposed curb stop to the existing service line, regardless of size. All service connections shall be a minimum of 5-foot from existing or proposed fire hydrants, driveway and sidewalk pavement, valve vaults, joints, etc. unless otherwise authorized by the owners representative. Prior to backfill of service connections, the Village Water Department will inspect each connection for leaks. To allow for this, the Contractor shall complete multiple service connections prior to contacting the Village for inspection. After the Village has inspected each water service connection, the Contactor may backfill. Select Granular Backfill shall be used to backfill the full width of all trenches made in roadway pavement, driveway pavement, sidewalks, curb & gutter to a point five feet beyond the existing pavement. And Select Granular Backfill shall be used in accordance with detail SD-25 in the Plan for all trenches parallel with any existing pavement, stabilized shoulder, curb or sidewalk, or where directed by the Engineer. Select Granular Backfill will not be measured for payment. but shall be considered included in the cost of WATER SERVICE NEAR SIDE and WATER SERVICE FAR SIDE This work will be measured and paid for at the contract unit price per each for WATER SERVICES, NEAR SIDE and WATER SERVICES, FAR SIDE, which price shall be payment in full for completing this work as specified. CORPORATION STOPS FOR CHLORINATION AND TESTING Upon satisfactory completion of chlorination and pressure testing of the new water main, testing corporation stops shall be removed and replaced with plugs. All labor and materials necessary to complete this work will not be paid for separately, but shall be included in the cost of PRESSURE TESTING AND CHLORINATION OF WATER MAIN and no additional compensation will be allowed. COMPRESSION COUPLING AND EXTENSION OF WATER SERVICE All work shall be done in accordance with the requirements of Section 40-2.06A and Section 41-2.01C of the Standard Specifications except as modified herein. This work shall consist of adjusting existing water service lines that are in conflict with proposed water main, as directed by Engineer. 39 SECTION D i Adjustment includes a new section of service line spliced into the existing service in a configuration which will provide clearance for the new main to be constructed without damage to the service line. All new service line shall be Type K copper matching the diameter of existing service line. Connections between new service line and existing service line shall be accomplished with compression fittings approved by the Engineer. This work shall be measured and paid for at the Contract unit price per each for COMPRESSION COUPLING AND EXTENSION OF WATER SERVICE, which price shall be considered payment in full for all labor, equipment and material (including 2 compression fittings each) necessary to complete this work as specified. REMOVE AND REPLACE COMBINATION CONCRETE CURB AND GUTTER, TYPE M4.12/B-6.12 This work consists of removing and disposing the existing curb, gutter, or curb and gutter which is broken, otherwise damaged, or required for construction of ramped sidewalk for the handicapped or as part of the proposed project, and the replacement with new curb, gutter, or curb and gutter of a type similar to that which is existing, in accordance with the applicable portions of Sections 606 and 440 of the IDOT Standard Specifications and as directed by the Engineer. All concrete replacement shall be done with the highest quality workmanship possible, including but not limited to, smooth side finishes and top of work matching straight line between ends. The Contractor shall machine-saw a perpendicular clean joint between that portion of the curb, gutter, or curb and gutter to be removed and that which is to remain in place. If the Contractor removes or damages the existing curb, gutter, or curb and gutter outside the limits designated by the Engineer for removal and replacement, he will be required to remove and replace that portion at his own expense to the satisfaction of the Engineer. Curb and gutter shall be removed by jack hammering in place; a grade-all may not be used. The Contractor shall remove the existing curb and gutter with extreme care. Additionally, Driveway aprons shall not be removed for curb and gutter forming purposes unless directed by the Engineer." Any damage beyond the marked limits of removal to adjacent driveway, pavement or structure will result in additional removal of damaged areas to be removed and replaced at the expense of the Contractor. Expansion joints shall be placed at a maximum spacing of 45 feet and on each side of a curb drainage structure. Expansion joints shall be constructed with 2 epoxy coated smooth dowel bars, 18" long. Contraction joints shall be placed at a maximum spacing of 20 feet. Contractor shall use full forms - 9" at edge of pavement. The Contractor may use angle irons at the back of curb provided that the irons are in new condition and are not warped or disfigured in any way. This determination will be at the sole discretion of the Engineer. 40 SECTION D Engineer, a Temporary Hydrant must be used for flushing. Temporary Hydrants will be paid for separately, and shall be obtained from the Village as available. DECHLORINATION. Chlorinated water with a concentration greater than 1 mg/L shall not be discharged to any downstream waterways. When written approval is obtained from the sanitary sewer district and the Owner, heavily chlorinated water may be disposed of to the sanitary sewer system. Prior to discharge, the Contractor shall submit sanitary sewer district approvals to Owner for review. Where discharge to sanitary sewers is impractical or when approval cannot be obtained from the sanitary sewer district, the Contractor shall utilize dechlorinating agents to lower residual chlorine levels to below 1 mg/L. Field dechlorination shall be performed in accordance with ANSI/AWWA C655-09, latest edition, for the dechlorination of chlorinated water being discharged. The Contractor is required to follow procedures including regulations, discharge site preparation, sampling and testing of discharge water, various methods of dechlorination, and dechlorination chemicals. Prior to use, dechlorinating agents and proposed dechlorinating methods shall be submitted to the Owner for review and approval. Method of Measurement and Basis of Payment. All labor and materials necessary to complete this work will not be paid for separately, but shall be included in the cost of PVC Water Main and no additional compensation will be allowed. Any re-chlorination or re-testing necessary is considered incidental to this work and will not be paid for separately. If temporary hydrants are used as directed by the Village, they will be paid for separately at the contract unit price per each for TEMPORARY HYDRANT and shall include all materials, labor, and incidental items necessary to complete this work as specified. CONNECTION TO EXISTING MAINS Description. This work shall consist of connecting the proposed water main improvement to the existing water main in accordance with the requirements of Section 41.2-11 of the Standard Specifications and with the details shown on the plans. Connections will be constructed in locates shown on the plans or as directed by the Engineer. NON-PRESSURE CONNECTIONS "A" "B" "C" "D" "E" "F" "G" "H" "I" "J" "K" and «L„ This work shall include all necessary fittings, retainer glands, select granular backfill, labor, and equipment required to complete the work. Closing of the existing valves to isolate the connections shall be coordinated by the Contractor and performed by the Village of Oak Brook. To reduce the inconvenience to the public, the Contractor shall procure all material for the connection in advance and 35 SECTION D perform as much preparation work as possible prior to requesting a shutdown of the existing water main section. Any pipe that is unable to be chlorinated after installation shall be thoroughly disinfected and rinsed on the surface prior to installation. All work shall be done to the satisfaction of the Village Water Department and conform to the attached Village of Oak Brook "Public Works Construction Standards" and AWWA requirements. Notification to Village: The Contractor shall notify the Village 48 hours prior to any water main or service shutdown. Shutdowns will not be permitted on Mondays or on the day following a three day weekend with legal holiday. Unless written approval is obtained from the Village of Oak Brook, shutdown of the existing water main shall be scheduled between the hours of 9:00 a.m. and 3:00 p.m. In addition, the maximum duration of water main shutdown shall be limited to 3-hours in length. Stockpiling of excavated material is not allowed within the parkways. If needed, excavated material shall be temporarily stockpiled on the pavement. All spoil shall be removed from the site before the end of the work day. This work will be paid for at the contract unit price per Lump Sum for NON-PRESSURE WATER MAIN CONNECTION, of the designated letter, which payment will be full compensation for all fittings materials, trench backfill, labor, tools, and incidentals to complete these items. TRACER CABLE AND CONDUIT This work shall consist of furnishing and installing 1 Y4" coilable nonmetallic conduit on top of the PVC water main and furnishing and installing electric tracer cable in the conduit. The minimum conduit wall thickness shall be SDR13.5. This work shall be done in accordance with Section 810 and 817 of the IDOT Standard Specifications and as specified herein. The conduit shall be fastened to the PVC water main with a method acceptable to the Village and installed in the same trench as the water main. The conduit and tracer wire shall be terminated at each end in a flush mount access box. The access Box shall have a cast iron lid that can be locked and opened with a standard pentagon head key wrench. Tracer wires shall be stripped and attached to stainless steel screws mounted to the underside of the lid. Three-feet of slack shall be left in wire length so cover can be lifted with wire intact. Tracer wire access box shall be located directly in front of auxiliary valves, and inside valve vaults or where indicated by the Engineer and be set to grade. 36 SECTION D REMOVE AND REPLACE WITH STORM SEWER (SPECIAL) 8"112'716'718'724" This work shall consists of removing and disposing of the existing storm sewer pipe as shown in the plans or as directed by the Engineer and replacing it with equally sized inside diameter water main quality Storm Sewers at locations shown on the plans or as directed by the Engineer. In addition to the requirements of Article 1040.03 and Section 550 of the Standard Specifications, the storm sewer shall be stubbed out from all inlets a minimum of two (2) feet from the back of curb or as indicated on the plans and directed by the ENGINEER. The requirements of Section 40-2.01C of the Standard Specifications are modified as follows: Water main quality storm sewers shall be PVC C-900 DR 18 pipe with "push on" single gasket joints or approved equal. The pipe, joints, and fittings shall conform to ANSI/AMA C900 Pressure Class 235. Installation of PVC C-900 pipe shall conform to ANSI/AWWA C605. Connections to the existing storm sewer shall be made using band-seal flex-coupling with stainless steel straps. All necessary couplings and fittings shall be included in this pay item and will not be paid for separately. Backfilling of storm sewer shall be completed in accordance with article 550.07 of the standard specifications and as further described herein. The contractor shall mechanically compact the trench backfill during installation and shall then jet the trench every 5 feet upon completion of the sewer run. All equipment required for compaction of the backfill shall be the responsibility of the contractor. Compaction of backfill shall not be less than ninety-five (95) percent of standard lab density by mechanical means, and the moisture content of the material when placed shall be within two (2) percent of the optimum moisture content, as determined by ASTM d-557 (modified proctor test). The trench may not be patched for a minimum of two weeks upon completion of jetting. Any areas in which settlement occurs over this time period must be re-graded and compacted to the satisfaction of the Engineer at the contractor's expense. This work shall be measured and paid for at the contract unit price per foot for REMOVE AND REPLACE WITH STORM SEWER (SPECIAL), of the size specified, which price shall be considered payment in full for completing this work as specified. SANITARY SERVICE REPAIR This work shall consist of repairing existing sanitary service lines that interfere with the proposed improvements or are damaged during construction, as directed by the Engineer. All work shall be done in accordance with Divisions II and III of the Standard Specifications. 43 SECTION D Bedding for sanitary sewer service pipe shall be aggregate of CA-11 or CA-13 gradation and shall be placed from six inches (150 mm) below the pipe to 12 inches (300 mm) over the top of pipe. The cost for the bedding shall be included in this work and will not be paid for separately. Sanitary sewer service pipe shall be the same inside diameter as the existing pipe and the material shall be polyvinyl chloride (PVC) sewer pressure pipe conforming to ASTM D-2241 with rubber gasket joints conforming to ASTM D-3139. The Standard Dimension Ratio (SDR) for the PVC sewer pipe shall be 26. Connections to the existing service pipe shall be made using "non-shear" type band-seal couplings, Flex Seal ARC by Mission or approved equal. The couplings shall have stainless steel bands. Where water main is constructed below an existing sanitary service, the sanitary service shall be replaced with water main quality pressure pipe to a distance of 10' beyond the outer walls of the water main. All trenches within 5' of existing or proposed pavement, curb & gutter or sidewalk shall be backfilled with Select Granular Backfill. The cost of Select Granular Backfill will not be measured separately, but shall be considered included in the cost of this pay item. This work will be measured and paid for at the contract unit price per foot for SANITARY SERVICE REPAIR, which price shall be payment in full for all labor, material, and equipment necessary to complete this work as specified. SUMP LINE REPAIR This work shall consist of repairing existing sump pump lines that are in conflict or otherwise impacted as a result of trenching operations required to install the proposed water main. All work shall be done in accordance with the details shown on the plans, Section 550 of the IDOT Standard Specifications except as modified herein, and as directed by the Engineer. The Contractor shall take reasonable care to protect sump lines from damage, which can be identified and located before the trench is excavated. All sump lines determined by the Engineer to have been damaged as a result of negligence by the Contractor will NOT be measured for payment, but shall be repaired to the satisfaction of the Engineer at the Contractor's expense. Also, under no circumstances will a single sump line be measured for payment more than once. All sump lines that are damaged shall be repaired that same day. Pipe material shall be Poly Vinyl Chloride (P.V.C.) SDR 26 of the same inside diameter as the existing pipe. Connections to the existing pipe shall be made with a band seal type connector. All excavation, fittings and pipe necessary to repair or modify the existing sump pump lines, field tiles and/or drain tiles shall be included in this pay item will not be paid for separately. 44 SECTION D This work will be measured and paid for at the Contract unit price per each for SUMP LINE REPAIR, which price shall be payment in full for completing the work as specified. REMOVE AND REPLACE PEDESTRIAN PATH 4" Description. This work consists of the -removal and replacement of a Bituminous Bike Path on an acceptable subgrade in accordance with the Standard Specifications and the Village of Oak Brook "Public Works Construction Standards". It shall consist of the removal and satisfactory disposal of HMA pavement in accordance with the applicable portions of Section 440 of the IDOT Standard Specifications, at locations shown on the plans or as directed by the Engineer. This work shall include the removal of all existing bituminous concrete pavements regardless of thickness. Any excavation and disposal of excavated material required to construct the replacement pedestrian path as specified shall be included in the cost. i Pedestrian Removal limits must be verified by the Engineer prior to sawcutting. The ENGINEER shall observe existing or compacted sub-base material prior to installing the bituminous concrete surface course. This work shall be constructed in two lifts. The first lift shall be a nominal thickness of two inches (2") Hot Mix Asphalt Binder Course, IL-19.0, N50. The final lift shall be a nominal thickness of two inches (2") Hot Mix Asphalt Surface Course, Mix C, N50 meeting the application requirements of Article 406 of the Standard Specifications. Method of Measurement and Basis of Payment. This item shall be paid for at the contract unit price per square foot for REMOVE AND REPLACE PEDESTRIAN PATH of the thickness specified which shall include all required labor, equipment, and materials necessary to remove and dispose of the existing path and reconstruct the path (at the specified depth) and prepared subgrade. REMOVE AND REPLACE BRICK PAVER DRIVEWAY This work shall consist of removing, salvaging, and re-using existing brick pavers to reconstruct existing brick driveways and sidewalks. The brick pavers shall be carefully removed and stored to prevent loss or damage. Any bricks which are lost or damaged shall be replaced in kind by the Contractor at his own expense. Brick pavers shall be replaced with an aggregate base course as detailed on the plans. The cost of the aggregate base course shall be included in this work and will not be paid for separately. 45 SECTION D for This work shall be measured and the DRIVEWAY,niwhiche p ice shall bet full REMOVE AND REPLACE BRICK payment for completing this work. TEMPORARY PAVEMENT, 1.5"/2" This work consists of furnishing equipment, labor, tools and materials necessary for the removal and temporary replacement of existing pavement composition according to the applicable requirements of Section 408 and 440 of the Standard Specifications for Road and Bridge Construction. All utility trenches shown on the Plans or as determined by the ENGINEER shall be removed to a depth of 1.5" within York Woods Subdivision, and 2" on Harger Road, and a width of 6' 6" with a self-propelled milling machine. Any width removed in excess of 6' 6" shall be repaired by the Contractor at no extra cost. As necessary, the placement and compaction of prepared aggregate sub-base shall e as specified under TRENCH BACKFILL, SPECIAL of these Special Provisions. The Contractor shall take care in protecting the adjacent pavement structure to be left in p Y g lace. An damage to the existing pavement to remain in place due to Contractor's negligence shall be repaired by the Contracto r at no extra cost. The Contractor shall be responsible for maintenance of the Temporary Pavement over the winter. Maintenance shall include the monitoring of patching throughout the project and the placement of Cold-Mix Asphalt at areas that have settled, raveled, or have been otherwise determined by the Village to be deficient. Maintenance shall begin as soon as Temporary Pavement is performed and shall end on April 30th of 2015. This work will not be measured for payment and shall be included in the cost of TEMPORARY PAVEMENT. Method of Measurement and Basis of Payment. This item shall be paid for at the contract unit price per square yard for TEMPORARY PAVEMENT, of the depth indicated. This cost shall include all work necessary for removal of existing material and placement and compaction of a single lift of 1.5" or 2", as indicated, Hot-mix Asphalt Surface Course, Mix C, N50 to the final grade required to restore pavement composition to support vehicular traffic. X0323677 — STREET SWEEPING This is work shall be completed in accordance with Section 107.15 of the IDOT Standard Specifications except as modified herein. At the end of each day, the Contractor shall be responsible for cleaning the pavement of 46 SECTION D all dirt and debris from any vehicular traffic in addition to his own equipment. The Contractor shall be responsible to reduce the amount of dust on roadways within or adjacent to the limits of construction caused by dirt and debris tracked by traffic from within the limits of construction. The cost of all work mentioned above shall be incidental to the unit prices bid. If, in the opinion of the Village of Oak Brook or Engineer, street sweeping is required beyond the limits of the Contractors responsibility, the sweeping will be paid for as STREET SWEEPING. The Contractor shall report to the Engineer when the sweeper arrives and departs the site each day. The Contractor shall also submit the subcontractor's invoices to the Engineer, STREET SWEEPING will not be quantified for payment unless Sweeping invoices are received. Travel time will not be paid for. Street sweeping beyond the limits of the Contractors responsibility will be paid for at the Contractors unit price per hour for STREET SWEEPING which price shall include all labor, material, and equipment as specified herein. X0324636 -WATER VALVE BOXES TO BE ABANDONED This work shall consist of filling existing valve boxes with their associated riser boxes as shown on the plans or as directed by the Engineer. All work shall be accomplished, measured, and paid for in accordance with the requirements of Section 605 of the IDOT Standard Specifications, except as modified herein. Prior to filling valve boxes, the old valves shall be closed and abandoned in place. The top section of the valve box along with the cap shall be removed and disposed of properly. The remaining portion of the box shall be filled with CLSM. Method of Measurement and Basis of Payment. This work will be paid for at the contract unit price each for WATER VALVE BOXES TO BE ABANDONED which the price shall be payment in full for completing this work as specified, including the cost of CLSM. X0327024 — FIRE HYDRANTS TO BE REMOVED AND SALVAGED The Work under this Section consists of removing and salvaging serviceable portions of existing fire hydrant assemblies identified in the Plans or as directed by the Engineer and delivering them to the Village of Oak Brook. The hydrant assembly components to be removed and salvaged at each hydrant location where the hydrant is to be salvaged include: 47 SECTION D Hydrant assembly (head, barrel, and shoe) Hydrant gate valve Hydrant gate valve box Hydrant leg Upon inspection of the exposed hydrant assembly components, the Engineer may determine that one or more of the components are not salvageable. These items are to be transported by the Contractor to a disposal site approved for disposal of construction debris. Excavation, shoring, dewatering, disposal of unsuitable material, backfilling, and compaction, shall all conform to the requirements of the Standard Specifications. This work will be paid at the contract unit price of each for FIRE HYDRANTS TO BE REMOVED AND SALVAGED, which the price shall pay in full for completing this work including removing, disposing of or salvaging, and delivery of existing fire hydrant serviceable portions in accordance with this Section. This work will be paid for at the contract unit price each for FIRE HYDRANTS TO BE REMOVED AND SALVAGED which the price shall be payment in full for completing this work as specified, X2080250 — TRENCH BACKFILL, SPECIAL Description. The provisions of Section 208 of the Standard Specifications shall be modified such that the material used for trench backfill shall be CA-6 coarse aggregate. The trench backfill shall be compacted only by Method 1 as defined in Article 550.07 of the Standard Specifications. The standard test to define maximum densities of all compaction work shall be ASTM 01557. All densities shall be expressed as a percentage of the maximum density obtained in the laboratory by the ASTM 01557 standard procedure. Each layer shall be compacted by mechanical means to 95 percent of the maximum dry density. The bedding, haunching and backfilling for pipe installation shall be as shown on the Drawings and as specified in Section 20 of the Water and Sewer Specifications except as modified in these Special Provisions. Bedding and haunching material will not be measured for payment but will be considered included in the cost of the associated pipe. Where flexible or ductile iron pipe is used, the selected granular material required for initial backfill, from the springline of the pipe to 12 inches above the pipe, will not be eligible for payment but shall be considered included in the cost of the associated pipe being installed such as POLYVINYL CHLORIDE PIPE WATER MAIN, of the diameter specified. 48 SECTION D The replacement shall include 2" aggregate bedding and a gutter flag thickness of 9". Curb and gutter replacement across the width of driveways shall be depressed and paid the same as non-depressed. Curb and gutter shall be installed at a minimum 0.50% slope. Expansion joints shall be installed at each end of all patch locations. Expansion joints shall be constructed with 2 epoxy coated smooth dowel bars, 18" long. Full depth and width preformed expansion joint filler shall be placed at both ends of each patch. For brick, brick pavers, flagstone or similar decorative driveways, the Contractor shall carefully remove only that which is necessary to construct the adjacent curb and gutter or driveway. The existing material shall be carefully stored and replaced after the adjacent curb and gutter or driveway is completed. In some locations, the Contractor may have to provide additional material. The additional brick, pavers or flagstone must match the existing and be approved by the Engineer before installation. The Contractor shall provide a 2" thick sand base or equal to the thickness of the existing base whichever is greater. This work will not be paid for separately but shall be included in this pay item. The top 4" of the back of the curb shall be mortared with smooth brush finish after the forms are removed. The Contractor shall ensure there is no honeycombing along the back face of the curb. If honeycombing is identified by the Engineer after the forms are removed, the Contractor will be responsible for completing necessary repairs to the satisfaction of the Engineer at no additional cost to the Village. This work will be paid for at the contract unit price per foot for REMOVE AND REPLACE COMBINATION CONCRETE CURB AND GUTTER, for the type specified, which price shall include all labor, material, and equipment necessary to remove and replace the curb, gutter, or curb and gutter including the saw cutting as specified herein. STORM SEWER (SPECIAL) 8" This work shall consist of constructing water main quality Storm Sewers at locations shown on the plans or as directed by the Engineer. The requirements of Section 40-2.01C of the Standard Specifications are modified as follows: Water main quality storm sewers shall be PVC C-900 DR 18 pipe with "push on" single gasket joints or approved equal. The pipe, joints, and fittings shall conform to ANSI/AWWA C900 Pressure Class 235. Installation of PVC C-900 pipe shall conform to ANSI/AWWA C605. Connections to the existing storm sewer shall be made using band-seal flex-coupling with stainless steel straps. All necessary couplings and fittings shall be included in this pay item and will not be paid for separately. 41 SECTION D Backfilling of storm sewer shall be completed in accordance with article 550.07 of the standard specifications and as further described herein. The contractor shall mechanically compact the trench backfill during installation and shall then jet the trench every 5 feet upon completion of the sewer run. All equipment required for compaction of the backfill shall be the responsibility of the contractor. Compaction of backfill shall not be less than ninety-five (95) percent of standard lab density by mechanical means, and the moisture content of the material when placed shall be within two (2) percent of the optimum moisture content, as determined by ASTM D-557 (modified proctor test). The trench may not be patched for a minimum of two weeks upon completion of jetting. Any areas in which settlement occurs over this time period must be re-graded and compacted to the satisfaction of the Engineer at the contractor's expense. This work shall be measured and paid for at the contract unit price per foot for STORM SEWER (SPECIAL), of the size specified, which price shall include all labor, material, and equipment necessary to remove and replace the storm sewer as specified herein. STORM SEWER (SPECIAL), SPECIAL INSTALLATION, 8" This work shall consist of constructing water main quality Storm Sewers at locations shown on the plans or as directed by the Engineer. The requirements of Section 40-2.01C of the Standard Specifications are modified as follows: Water main quality storm sewers shall be PVC C-900/905 DR 18 pipe with "push on" single gasket joints or approved equal. The pipe, joints, and fittings shall conform to ANSI/AWWA C900/905 Pressure Class 235. Installation of PVC C-900/905 pipe shall conform to ANSI/AWWA C605. Connections to the existing storm sewer shall be made using band-seal flex-coupling with stainless steel straps. All necessary couplings and fittings shall be included in this pay item and will not be paid for separately. extravaganza In addition, the storm sewer must be installed with rubber tired mini excavators as approved by the Village. All costs to provide the necessary equipment necessary to install the storm sewer with minimal disturbance to adjacent residential properties are incidental to the pay item and will not be paid for separately. This work shall be measured and paid for at the contract unit price per foot for STORM SEWER (SPECIAL), SPECIAL INSTALLATION of the size specified, which price shall include all labor, material, and equipment necessary to construct the storm sewer as specified herein. 42 SECTION D For bedding, haunching, and initial backfill requirements, refer to the pipe bedding details shown in the Plans and associated specifications found in these Special Provisions. Trench backfill shall consist of select granular backfill material (CA-6) and shall be installed at locations shown in the Drawings to the proposed subgrade elevation. The select granular backfill material shall .be placed in 6-inch maximum layers of the specified materials as shown on the Drawings and compacted by mechanical means from one foot above the top of the pipe to proposed subgrade of the roadway, roadway surface, or proposed bottom of topsoil where applicable. Native backfill material (common) excavated from the site or the trench shall be placed back into the trench when and where common backfill is shown on the Drawings or 5' beyond the limits of any proposed curb and gutter, driveway, or sidewalk. Only select material free of organics, rocks, and debris shall be placed back into the trench and only as approved by the ENGINEER. The common backfill material shall be placed in one foot layers and compacted by mechanical means from one foot above the top of the pipe to the bottom of required topsoil. Each layer shall be compacted to 90 percent of the maximum dry density. Native backfill material will not be paid for separately, but shall be included in the cost of the associated pipe. Method of Measurement and Basis of Payment. This work will be paid for at the contract unit price per cubic yard for TRENCH BACKFILL, SPECIAL in accordance with Articles 208.03 and 208.04 of the Standards Specifications. X2130010 — EXPLORATION TRENCH SPECIAL Description. This work consists of excavating a trench at the locations directed by the ENGINEER for the purpose of locating existing tile and utility lines within the construction limits of the proposed improvement. This work shall conform to the requirements of Section 213 of the Standard Specifications for Road and Bridge Construction except as herein modified. The trench shall be deep enough to expose any utility in question, and the width of the trench shall be sufficient to allow proper investigation to determine existing conditions and if there are any utilities that may need to be relocated. The exploration trench shall be backfilled with trench backfill meeting the requirements of TRENCH BACKFILL, SPECIAL, of these Special Provisions, the cost of which shall be included in the item of EXPLORATION TRENCH, SPECIAL. An estimated length of exploration trench as been shown in the summary of quantities to establish a unit price only, and payment shall be based on the actual length of trench explored without a change in unit price because of adjustment in plan quantities. 49 SECTION D Method of Measurement and Basis of Payment. This work shall be paid for at the contract unit price per foot for EXPLORATION TRENCH, SPECIAL, and no extra compensation will be allowed for any delays, inconveniences or damage sustained by the CONTRACTOR in performing the work. X2520700 — SODDING, SPECIAL This work shall consist of preparing the ground surface, furnishing and applying pulverized topsoil to a 6" minimum depth, applying fertilizer nutrients and furnishing and placing sod in the areas designated by the Engineer. The preparation of the ground surface shall include removal of the existing sod and any excavation, if necessary, of the existing ground to obtain the required 6 minimum depth of topsoil. This excavation will not be paid for separately, but shall be included in the cost of SODDING, SPECIAL. All work shall be in accordance with the applicable portions of Sections 202, 211 and 252 of the [DOT Standard Specifications. In addition to the applicable portions of Section 107 of the IDOT Standard i Specifications, all other areas shall be restored to their conditions p rior to construction. The contractor shall grade all ditch lines which are disturbed during construction to ensure proper drainage exists after construction. Restoration at locations of underground construction shall take place after the trench has fully settled. 270 pounds of fertilizer nutrients per acre (300 kilograms per hectare) shall be applied at a 1:1:1 ratio as follows: Nitrogen Fertilizer Nutrients 90 Ibs/acre (100 kg/ha) Phosphorous Fertilizer Nutrients 90 Ibs/acre (100 kg/ha) Potassium Fertilizer Nutrients 90 Ibs/acre (100 kg/ha) Watering shall be done as necessary and as directed by the Engineer, in accordance with Articles 252.08 and 252.09 of the IDOT Standard Specifications. It shall be the Contractor's responsibility to install and maintain a quasi protection system of lath and plastic ribbon around the newly restored, sodded areas. The Village will remove the said lath and ribbon at the appropriate time. All sodded areas will result in a stand of grass that is in vigorous, thriving and maintainable condition, and shall be majorly knitted to the topsoil, as determined by the Engineer before the Village of Oak Brook will accept the work. It shall be the Contractor's responsibility to maintain restored areas until they are established and accepted by the Village of Oak Brook. The cost of said maintenance by the Contractor, including one mowing operation of the sodded crop, if requested by the Village, and including cost and maintenance of the lath and ribbon, shall be incidental to the Contract. 50 SECTION D The sodded areas shall be guaranteed by the Contractor for a period of one (1) year after installation. During this period all defective areas caused by inadequate watering, salt damage, pedestrian and traffic damage or other reasons, shall be repaired at the Contractor's expense. The Village reserves the right to postpone placement of sod if weather conditions are found to be unsuitable for effectively growing sod. The Contractor will be responsible to keep all weeds and other vegetation under six (6) inches in height. Weed control will not be paid for separately, but shall be incidental to SODDING, SPECIAL. This work will be measured in place and paid for at the contract unit price per square yard for SODDING, SPECIAL, which price shall be full compensation for all labor, equipment, and material to complete the work as specified herein. X4404400 — PAVEMENT REMOVAL (SPECIAL) Description. This work consists of furnishing equipment, labor, tools and materials necessary for the removal and satisfactory disposal of all existing bituminous and concrete pavement composition in accordance with the applicable requirements of Section 440 of the Standard Specifications for Road and Bridge Construction except as follows: This work shall include complete removal of the existing pavement, sub-base, subgrade, and proposed excavation to the proposed subgrade elevation shown in the Plans. Excavation and grading for the proposed subgrade improvement to the full width of the proposed aggregate subgrade for the proposed pavement shall be performed in accordance with Section 202 of the Standard Specification except that earth excavation will not be paid for separately but shall be included in the cost of PAVEMENT REMOVAL (SPECIAL). Method of Measurement and Basis of Payment. This item shall be paid for at the contract unit price per square yard for PAVEMENT REMOVAL (SPECIAL). This cost shall include removal and disposal of the existing bituminous and concrete pavement composition, sub-base, and subgrade materials to the final subgrade elevation required to construct the proposed pavement and sub-base structure. X5610651 — ABANDON EXISTING WATER MAIN, FILL WITH CLSM Description. The work shall consist of abandoning in place, a portion of the existing water main at locations shown on the plans and as directed by the Engineer. All water main pipes to be abandoned shall be completely filled with Controlled Low Strength Material (CLSM), per section 1019 of the standard specification, for the lengths shown in the plans and as directed by the Engineer. After the water main has been 51 SECTION D filled with CLSM, the ends of the pipe shall be capped/plugged to the satisfaction of the Engineer. Method of Measurement and Basis of Payment. This work will be measured for payment per foot of abandoned water main filled with CLSM. This work will be paid for at the contract unit price per foot for ABANDON EXISTING WATER MAIN, FILL WITH CLSM. This price shall include all costs.for providing and injecting CLSM, capping and all other labor, equipment, and materials necessary to abandon and fill the pipe. X6023508 — INLETS, TYPE A, WITH SPECIAL FRAME AND GRATE Description. This work consists of furnishing equipment, labor, tools and materials necessary to construct inlets with a Neenah R-3501-D2A frame and grate, or approved equal, in accordance with Section 602 of the Standard Specification. Method of Measurement and Basis of Payment. This item shall be paid for at the contract unit price per each for INLETS, TYPE A, WITH SPECIAL FRAME AND GRATE. X6023700 — MANHOLES, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID, SPECIAL Description. This work consists of furnishing equipment, labor, tools and materials necessary for constructing a manhole as shown in the drawings to connect into existing storm sewer in accordance with the applicable requirements of Section 602 of the Standard Specifications. This work shall include the installation of a dog house manhole as detailed in the plans, or other approved method, over the existing storm sewer and connect it to the storm sewer. The CONTRACTOR shall submit their anticipated construction method and material cut sheets for approval prior to ordering any materials. Method of Measurement and Basis of Payment. This item shall be paid for at the contract unit price per each for MANHOLES, 5'-DIAMETER, TYPE 1 FRAME, CLOSED, SPECIAL. The payment will be in full for all labor, materials, transportation, and incidentals necessary to furnish, install, cut or remove section of existing storm sewer, any bench necessary, and removal or disposal of all removed or unused material as indicated in the Plans and specifications. X6024502 — INLETS, TYPE B, WITH SPECIAL FRAME AND GRATE Description. Description. This work consists of furnishing equipment, labor, tools and materials necessary to construct inlets with a Neenah R-3501-D2A frame and grate, or approved equal, in accordance with Section 602 of the Standard Specification. 52 SECTION D Method of Measurement and Basis of Payment. This item shall be paid for at the contract unit price per each for INLETS, TYPE B, WITH SPECIAL FRAME AND GRATE. X7010216 — TRAFFIC CONTROL AND PROTECTION, (SPECIAL) The Traffic Control and Protection shall meet the requirements of Article 701, Work Zone Traffic Control and Article 702, Work Zone Traffic Control Devices of the Standard Specifications for Road and Bridge Construction adopted January 1, 2007. "701.01 Description" shall be replaced with the following: 701.01 Description This item of work shall include furnishing, installing, maintaining, replacing, relocating and removing all traffic control devices used for the purpose of regulating, warning or directing traffic during the construction or maintenance of this improvement. Traffic Control and Protection shall be provided as called for in the Plans, these Special Provisions, applicable Highway Standards, applicable sections of the Standard Specifications, or as directed by the Engineer. The governing factor in the execution and staging of work for this project is to provide the motoring public with the safest possible travel conditions along the roadway through the construction zone. The Contractor shall arrange his operations to keep the closing of any lane of the roadway to a minimum. Traffic Control Devices include signs and their supports, signals, pavement markings, barricades with sand bags, channelized devices, warning lights, arrow boards, flaggers, or any other device used for the purpose of regulating, detouring, warning or guiding traffic through or around the construction zone. 701.04 General," section "(b)" paragraph 4 shall be replaced with the following: The Contractor is required to conduct routine inspections of the work site at a frequency that will allow for the timely replacement of any traffic control device that has become displaced, worn or damaged to the extent that it no longer conforms to the shape, dimensions, color and operational requirements of the MUTCD, the Traffic Control Standards or will no longer present a neat appearance to motorists. A sufficient uantit of replacement devices, based on vulnerability to damage, shall be readily available to meet this requirement. The Contractor shall be responsible for the proper location, installation and arrangement of all traffic control devices. Special attention shall be given to advance warning signs during construction operations in order to keep lane assignments consistent with barricade placement at all times. The Contractor shall immediately remove, cover or 53 SECTION D turn from view of the motorists all traffic control devices which are inconsistent with detour or lane assignment patterns and conflicting conditions during the transition from one construction stage to another. When the Contractor elects to cover conflicting or inappropriate signing, materials used shall totally block out reflectivity of the sign and shall cover the entire sign. The method used for covering the signing shall meet with the approval of the Engineer. The Contractor shall coordinate all traffic control work on this project with adjoining or overlapping projects, including barricade placement necessary to provide a uniform traffic detour pattern. When directed by the Engineer, the Contractor shall remove all traffic control devices which were furnished, installed and maintained by him under this contract, and such devices shall remain the property of the Contractor. All traffic control devices shall remain in place until specific authorization for relocation or removal is received from the Engineer. The Contractor shall ensure that all traffic control devices installed by him are operational, functional and effective 24-hours a day, including Sundays and holidays. 701.04 General" shall be modified by adding the following section: (G) PUBLIC SAFETY AND CONVENIENCE: The Contractor shall provide a telephone number where a responsible individual can be contacted on a 24-hour a day basis to receive notification of any deficiencies regarding traffic control and protection. The Contractor shall dispatch men, materials, and equipment to correct any such deficiencies. The Contractor shall respond to any call from the Village or its representative concerning any request for improving or correcting traffic control devices and begin making the requested repairs within two hours from the time of notification. Personal vehicles shall not park within the right-of-way except in specific areas designated by the Engineer. All roads shall remain open to traffic, the Contractor, may close one lane due to construction only between the hours of 9:00 a.m. and 3:00 p.m. on two lane roads, and shall maintain at least one lane in each direction on four or more lane roads, during the construction of this project. The Contractor shall also maintain entrances and side roads along the proposed improvement. Interference with traffic movements and inconvenience to owners of abutting property and the public shall be kept to a minimum. Any delays or inconveniences caused by the Contractor by complying with these requirements shall be considered as incidental to the contract, and no additional compensation will be allowed. On two lane roads, the Contractor is to plan his work so that there will be no open holes in the pavement and that all barricades will be removed from the pavement during non- work hours. 54 SECTION D i On four or more lane highways, there shall be no open holes in the pavement being used by the traveling public. Lane closures, if allowed, will be in accordance with the applicable standards, any staging details shown in the plans and other applicable contract documents. The Contractor shall remove all equipment from the shoulders and medians after work hours. No road closures or restrictions shall be permitted except those covered by Standard Designs without written approval by the Engineer. 701.04 General" shall be modified by adding the following section: (H) DEFICIENCY CHARGE: The primary concern of the Village is to maintain a safe travel way for the public and a safe environment for the worker in the construction zone. The Contractor is expected to comply with the Standard Specifications, contract plans, these Special Provisions, and directions from the Engineer concerning traffic control protection. The Contractor shall provide a telephone number where a responsible individual can be contacted on a 24- hour a day basis to receive notification of any deficiencies regarding traffic control and protection. The Contractor shall immediately respond correcting traffic control deficiencies by dispatching men, materials and equipment to correct such deficiencies. If the Contractor fails to begin corrections to the traffic control deficiencies within two (2) hours of the initial attempt of notification by the Village or its representative or fails to restore the traffic control and protection compliance with the specifications within eight (8) hours of the original attempt of notification, the Engineer may execute such work as deemed necessary to correct the deficiencies. The cost thereof shall be deducted from monies due or which may be due the Contractor. Failure to comply with directions from the Engineer for corrections or modifications to the traffic control and protection will result in a charge of $500.00 per calendar day. This charge is separate from the cost of any corrective work ordered. The contractor shall not be relieved of any contractual responsibilities by the Village's action. The salvage value of the materials removed shall be reflected in the bid price for this item. Delays to the Contractor caused by complying with these requirements will be considered incidental to the item for Traffic Control and Protection, and no additional compensation will be allowed. If the Engineer, shall require additional traffic control to be installed in accordance with standards and/or designs other that those included in the Plans. The standards and/or 55 SECTION D i designs will be made available to the Contractor at least one week in advance of the change in traffic control. Payment for any additional traffic control required will be in accordance with Article 109.04 of the Standard Specifications. Revisions in the phasing of construction or maintenance operations, requested by the Contractor, may require traffic control to be installed in accordance with standards and/or designs other than those included in the plans. Revisions or modifications to the traffic control shown on the contract shall be submitted by the Contractor for approval by the Engineer. No additional payment will be made for a Contractor requested modification. In the event the sum total value of all work items for which traffic control and protection is required is increased or decreased by more than ten percent (10%), the contract bid price for Traffic Control and Protection will be adjusted as follows: Adjusted contract price = .25P + .75P [1±(X-0.11 Where "P" is the contract price for Traffic Control and Protection Difference between original and final sum total value of all work items for which traffic Where "X"= control and protection is required. Original sum total value of all work for which traffic control and protection is required. The value of the work items used in calculating the increase and decrease will include only items which have been added to or deducted from the contract under Article 104.02 of the Standard Specifications and only items which require use of Traffic Control and Protection. In the event the Department cancels or alters any portion of the contract which results in elimination or noncompletion of any portion of the work, payment for partially completed work will be made in accordance with Article 104.02 of the Standard Specifications. "702.03 Channeling Devices" section "(b)", paragraph 1 shall be replaced with the following: (b) Barricades Type 1 and Type 1A Barricades are intended for use on lower speed roads and shall not be used where the normal posted speed limit is 45 m.p.h. or greater. The normal posted speed limit for construction area is 40 m.p.h. Type 1 and Type 2 Barricades shall not be intermixed within an individual string of barricades. Type 3 Barricades shall be used for road and lane closures and shall not be used for channelization or delineation. Any drop off greater than 75 mm (three inches), but less than 150 mm (six inches), within 2.5 m (eight feet) of the pavement edge shall be protected by Type 1 or 2 56 SECTION D barricades equipped with mono-directional steady burn lights at 30 m (100 foot) center to center spacing. If the drop off within 2.5 m (eight feet) of the pavement edge exceeds 150 mm (six inches), the barricades mentioned above shall be paced at 15 m (50 foot) center to center spacing. Barricades that must be placed in excavated areas shall have a leg extension installed such that the top of the barricade is in compliance with the height requirements of Standard 702001-05. All Type 1 and Type 2 barricades, shall be equipped with a steady burn light when used during hours of darkness unless otherwise stated herein. Check barricades shall be placed in work areas perpendicular to traffic every 300 m (1,000 feet), one per lane and per shoulder, to prevent motorists from using work areas as a traveled way. Two additional check barricades shall be placed in advance of each patch excavation or any other hazard in the work area, the first at the edge of the open traffic lane and the second centered in the closed lane. Check barricades shall be Type 1 or 2 and equipped with a flashing light. 702.03 Channeling Devices" section "(c)" Vertical Panels, add the following: All vertical panels shall be equipped with a steady burn light when used during the hours of darkness unless otherwise stated herein or in the Plans. "702.05 Signs" section "(a)" add as paragraph 7: Construction signs referring to daytime lane closures during working hours shall be removed, covered, or turned away from the view of the motorists during non-working hours. Standards: 701301-03, 701501-04, 701601-07, and 701901-02 Special Provisions: LRS-3 and LRS-4, Maintenance of Roadways, Personal Protective Equipment, Reflective Sheeting on Channeling Devices This special provision amends the provisions of Articles 701.04 of the Standard Specifications for Road and Bridge Construction adopted January 1, 2007. The CONTRACTOR shall also provide a list of three (3) persons who can be called on a twenty-four (24) hour basis to handle barricading or other problems relating to the construction activity. These emergency response persons shall be capable of responding within one-half (1/2) hour after notification by the ENGINEER. If there has been no response within one-half (1/2) hour after notification, the ENGINEER will have 57 SECTION D the authority to enforce monetary deductions to the CONTRACTOR in accordance with Article 105.03 (b) Traffic Control Deficiency Deduction of the Standard Specifications for Road and Bridge Construction. All signs except those referring to daily lane closures shall be post mounted in accordance with Standard 720001. Any traffic control devices required by the ENGINEER to implement the Traffic Control Plan as shown in the Plans and specifications of the contract shall be considered included in the lump sum cost of TRAFFIC CONTROL AND PROTECTION, (SPECIAL) or the pay item for the associated Highway Standard found in the Plans and specifications. If the ENGINEER requires additional work involving a substantial change of location and/or work which differs in design and/or work requiring a change in the type of construction, as stated in Article 104.02(d) of the Standard Specifications the standards and/or the designs, other than those required in the Plans, will be made available to the CONTRACTOR at least one week in advance of the change in traffic control. Payment for any additional traffic control required for the reasons listed above will be in accordance with Article 109.04 of the Standard Specifications. Revisions in the phasing of construction or maintenance operations, requested by the CONTRACTOR, may require traffic control to be installed in accordance with Standards and/or designs other than those included in the Plans. The CONTRACTOR shall submit revisions or modifications to the traffic control plan shown in the contract to the ENGINEER for approval. No additional payment will be made for a CONTRACTOR requested modification. Method of Measurement and Basis of Payment. Article 701.20 "Basis of Payment' shall be modified with the following: This work will be paid for at the contract unit price per lump sum for TRAFFIC CONTROL AND PROTECTION, (SPECIAL), for the portion of the project indicated. The payment will be in full for all labor, materials, transportation, and incidentals necessary to furnish, install, maintain, replace, relocate and remove all traffic control devices indicated in the Plans and specifications. Z0004518 — HOT-MIX ASPHALT DRIVEWAY PAVEMENT, 4" Hot mix asphalt driveways shall be constructed in accordance with the applicable portions of Section 355 of the IDOT Standard Specifications and the details shown in the specifications. Hot mix asphalt driveways shall be constructed on a compacted 4" thick layer of granular sub-base stone having a gradation of CA-6. The cost of the sub-base stone shall be included in the cost of this pay item. 58 SECTION D This work shall be constructed in two lifts. The first lift shall be a nominal thickness of two inches (2") Hot Mix Asphalt Binder Course, IL-19.0, N50. The final lift shall be a nominal thickness of two inches (2") Hot Mix Asphalt Surface Course, Mix C, N50 meeting the application requirements of Section 406 of the Standard Specifications. This work will be paid for at the contract unit price per square yard for HOT MIX ASPHALT DRIVEWAY PAVEMENT, 4" which price shall be payment in full for constructing this item as specified, including all saw cutting. Z0013798 — CONSTRUCTION LAYOUT The provisions of Article 105.09 of the IDOT Standard Specifications shall be modified so that the Contractor will be responsible for all layout, staking and other activities required to establish the location, alignment, elevations and grade the work. The Contractor shall assume full responsibility for all dimensions and elevations required to construct the work in accordance with the details shown on the plans. The Engineer will be available to assist the Contractor in interpretation of the plans and layout operations. In the event any questions arise to the proposed location of any work element or the intent of the plans, the Contractor shall advise the Engineer of such issues prior to the execution of any construction operations. Method of Measurement and Basis of Payment. This item will be paid for at the contract lump sum price for CONSTRUCTION LAYOUT, which price shall be payment in full for all services, materials, labor, equipment, tools, and incidentals to complete this item. Z0018700 — DRAINAGE STRUCTURE TO BE REMOVED Description. This work consists of furnishing equipment, labor, tools and materials necessary for the removal and satisfactory disposal of existing inlets, catch basins, and manholes at the locations shown on the plans or as directed by the Engineer, and in accordance with the applicable requirements of the IDOT Standard Specifications. Method of Measurement and Basis of Payment. This item shall be paid for at the contract unit price per each for DRAINAGE STRUCTURE TO BE REMOVED. This cost shall include removal and disposal of the existing drainage structure and subgrade materials to the final subgrade elevation required to construct the proposed drainage structure and sub-base. 59 SECTION D Z0019600 - DUST CONTROL WATERING Description: This work shall consist of furnishing and applying water to control dust and air-borne dirt generated by construction activities. General: This work shall be performed according to Article 107.36 of the "Standard Specifications" and the following: Revise Article 107.36 of the "Standard Specifications" as follows: Replace sub-paragraph (d) of under the third paragraph with the following: (d) Dust shall be controlled by the uniform application of sprinkled water and shall be applied only when directed and in a manner approved by the Engineer. All equipment used for this work shall meet with the Engineer's approval and shall be equipped with adequate measuring devices for determining the exact amount of water discharged. All water used shall be properly documented by ticket or other approved means. The Contractor is reminded of the provisions of Article 107.18 of the "Special Provisions"regarding the procurement of water from fire hydrants. Method of Measurement: This work will be measured in units of gallons of water applied. One unit is equivalent to 1,000 gallons of water applied. Basis of Payment: This work will be paid for at the contract unit price per unit for DUST CONTROL WATERING. The unit price shall include all equipment, materials and labor required to control dust. Z0067600 — STEEL CASING PIPE, 18" Description. This work shall consist of installing a steel casing pipe in open cut trench at the locations as shown on the plans and as directed by the ENGINEER and per Article 550.04, 550.06, 550.07 of the STANDARD SPECIFICATIONS. Materials. Steel casing pipe shall have minimum yield strength not less than 35,000 psi. Steel casing pipe size and piping wall thickness shall be as shown on the Drawings. All casing pipe shall be manufactured of new billet steel, cylindrical, with smooth bituminous coated walls inside and outside. Steel casing pipe shall conform to ASTM A53 Grade B, ASTM Al 39 Grade B, or pipe fabricated in accordance with A WWA C200 using ASTM A36 steel. Casing pipe minimum wall thickness shall be as required by permit requirements of the agency having local jurisdiction, or the CONTRACTOR'S method of construction, whichever is greater, but in no case shall it be less than as shown on the Drawings. The casing pipe shall be continuous either by one pipe fabrication or by field welded joints in accordance with A WW A C206. 60 SECTION D Carrier pipe supports shall be manufactured of high density polyethylene. Contractor shall submit for approval. Casing Spacers shall be stainless steel of Type 304 stainless steel shells, PVC liner, high molecular weight polymer runners, and stainless steel bolts and lock nuts as manufactured by Cascade model CSS. Spacers shall be placed at a maximum distance of 10-feet on center, with a minimum of three (3) spacers per pipe length, with one (1) spacer within two (2) feet from any end. End Seals Cascade Model CCES or approved equal. Annular space between the carrier pipe and the casing shall be filled with pea gravel. General. Steel casing pipe shall be installed into place and shall include all things necessary, but not limited to, excavation sheeting/bracing, dewatering, pumping, welding, backfilling and compacting all as required for the steel casing pipe installation. During installation of the steel casing pipe and as additional lengths of steel casing pipe are placed end to end, the ends of the steel casing pipe shall be welded together so that the completed casing forms a continuous length. The bedding, haunching and backfilling for steel casing pipe installation shall be as shown on the Drawings and as specified in Section 20 of the Water and Sewer Specifications except as modified in these Special Provisions. Bedding, haunching, and initial backfill will not be eligible for payment but shall be considered included in the cost of STEEL CASING PIPE, of the diameter specified. Bedding, haunching, and initial backfill shall consist of CA-7 course aggregate gradation. Bedding shall consist of 6" compacted granular bedding beneath the pipe. Haunching shall consist of the backfill from the bottom of the pipe to the spring line (centerline) of the pipe. Initial backfill includes granular backfill from the spring line of the pipe to 12" above the pipe. Initial backfill and haunching shall be placed in 6-inch maximum layers with the backfill compacted by mechanical means. The placement and compaction of granular backfill material (CA-6) when required shall be as specified under TRENCH BACKFILL, SPECIAL of these Special Provisions. Bedding shall be placed in 6-inch maximum layers of the specified materials as shown on the Drawings and compacted by mechanical means. Further details and notes on materials and installation are provided on the Plans. Shop Drawings. Shop drawings of all items related to the manufacturer and installation of the steel casing pipe, carriers, spacers, and end seals shall be submitted and approved by the Engineer. 61 SECTION D Method of Measurement and Basis of Payment. This work will be measured and paid for at the contract unit price per foot for STEEL CASING PIPE, of the size specified, which price shall include all labor, equipment, material, installation of water main pipe within casing, gaskets, supports, spacers, pea gravel fill, end seals, welding, and incidentals necessary to complete the specified work. Trench backfill will be paid for separately at the contract unit price for TRENCH BACKFILL, SPECIAL. Water main shall be paid for separately for PVC C-900 WATER MAIN, of the size specified. 62 SECTION D PUBLIC WORKS CONSTRUCTION STANDARDS SUBDIVISION WATER MAIN CONSTRUCTION 1. ALL WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR WATER AND S�� REVISIONS STRUCTION I ILLINOIS", FIFTH EDITION, DATED MAY 1996 AND THESE SPECIAL PROVISIONS; AND WITH THE VILLAGE OF OAK BROOK ORDINANCES,REQUIREMENTS AND POLICIES. 2. 151, DUICT RETAINER GLANDS SHALL BE USED WHERE SPECIFIED IN THE PLANS AND WHERE DIRECTED IN THE FIELD BY THE VILLAGE. , 4. THE WATER MAIN SHALL BE SUBJECTED TO A PRESSURE AND LEAKAGE TEST ACCORDING TO THE STANDARD SPECIFICATIONS EXCEPT THE WATER MAIN SHALL BE SUBJECTED TO A MINIMUM HYDROSTATIC PRESSURE OF 150 PSI FOR A PERIOD OF NOT LESS THAN TWO (2) HOURS AND LEAKAGE SHALL NOT EXCEED THE ALLOWABLE LEAKAGE AS SHOWN IN TABLE 2 OF THE STANDARD DETAILS SECTION OF VILLAGE OF OAK BROOK PUBLIC WORKS CONSTRUCTION STANDARDS. SAID PRESSURE TEST MUST BE WITNESSED BY A STAFF MEMBER OF THE VILLAGE'S ENGINEERING DEPARTMENT. 5. ALL NEW WATER MAIN SHALL HAVE A MINIMUM COVER OF 5'-6" (1.7 m) FROM FINISHED SURFACE ELEVATION TO TOP OF PIPE. 6. WATER MAINS AND WATER SERVICES SHALL BE INSTALLED IN SEPARATE TRENCHES AND AT LEAST 10 FEET (3.0 m) HORIZONTAL AWAY FROM STORM SEWERS AND STORM. SERVICES AND FROM SANITARY SEWERS AND SANITARY SERVICES UNLESS OTHERWISE APPROVED BY THE VILLAGE IN WRITING. 7. TRENCHES UNDER OR WITHIN 5 FEET (1.5 m) OF ROADWAYS/PATHWAYS/ DRIVEWAYS RESULTING FROM WATER MAIN SERVICE CONSTRUCTION SHALL BE BACKFILLED, AS SOON AS PRACTICABLE,TO 5 FEET Section SUBD-WM, Page I of 6 51 SECTION D (1.5 m) OUTSIDE THE ROADWAY/PATHWAY/DRIVEWAY WITH CA-6 TRENCH BACKFILL MECHANICALLY COMPACTED IN 1 FOOT (0.3 m) LIFTS STARTING 1 FOOT(0.3 m)ABOVE THE TOP OF PIPE. 8. ALL RESIDENTIAL WATER SERVICES SHALL BE 1'/z" (38 mm) MTC EVIUM COPPER WATER TUBE (SEE STANDARD DETAIL) TYPE K PIPE, SOFT TEMPER WITH A MINIMUM OF 4'-6" (1.4 m) COVER. NO UMONS OR COUPLINGS ARE ALLOWED UNLESS APPROVED BY THE VILLAGE. NO SOLDER OR SWEAT JOINTS ARE ALLOWED, 9. NO WATER SERVICE CONNECTION TAP SHALL BE MADE UNTIL THE NEWLY CONSTRUCTED WATER MAIN HAS BEEN TESTED, CHLORINATED AND FOUND TO BE ACCEPTABLE BY THE VILLAGE �'`r'' � _rr n" �n�n n TR TI— "'M dTT TT A BERT T°ST TET' NEW MATERIAL SHALL BE USED FOR TIE ENTIRE SERVICE TO BE CONSTRUCTED. 10. ALL WATER MAINS AND ALL WATER SERVICES SHALL NOT BE BACKFILLED UNTIL INSPECTED BY THE VILLAGE ENGINEERING DEPARTMENT. 11. WATER SERVICE BOXES AND HYDRANT BOXES SHALL BE ADJUSTED TO THE ELEVATIONS OF THE FINISHED GROUND SURFACE AS SOON AS CONSTRUCTION OPERATIONS PERMIT. CARE IS TO BE TAKEN IN GRADING AROUND THESE BOXES. ANY BOXES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. 12. VALVE VAULTS SHALL BE PROVIDED T r �� A T «>� Ar l A T T(7'TT V A r t rr_n VAULTS SHALL BE CONSTRUCTED OF PRECAST CONCRETE UNITS CONFORMING TO SECTION 44 IN THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS" AND THE VALVE VAULT DETAIL IN THE STANDARD DETAILS SECTION OF THE VILLAGE OF OAK BROOK PUBLIC WORKS CONSTRUCTION STANDARDS. ALL JOINTS OF THESE UNITS SHALL BE SET IN A BITUMINOUS MASTIC BED;MORTAR IS NOT ALLOWED. TJ 11 Il IT"ll TITrlll= "rx T L'D AT(1 L AC` 14. FIRE HYDRANTS SHALL ONLY BE MUELLER SUPER CENTURION MODEL NO. A- 423, COMPLYING WITH AWWA C-502 AND HAVE BREAKABLE SAFETY FLANGES, AS CURRENTLY INSTALLED IN THE VILLAGE. THE MAIN VALVE OPENING SHALL BE 5-1/4"(133 mm). TWO (2)2-1/2"(64 mm) HOSE NOZZLES AND Section SUBD-WM, Page 2 of 6 52 64 SECTION D ONE (1) 4-1/2" (114 mm) HOSE NOZZLE SHALL BE PROVIDED. HYDRANTS SHALL BE FURNISHED WITH A 6" (150 mm) R/W (RESILIENT WEDGE) MUELLER GATE VALVE, (MUELLER NO. A-2360-16)ATTACHED DIRECTLY TO THE HYDRANT,AND CAST IRON VALVE BOX TWO-PIECE (TYLER NO. 6645). HYDRANTS SHALL HAVE NATIONAL STANDARD THREADS AND SHALL BE PALNTED A GREEN COLOR, (GLIDDEN STRUCTURE GREEN NO. 4503, OR RUST SCAT MACK GREEN NO. 138). ALL PORT CAPS SHALL_BE PAINTED A HIGHLY REFLECTIVE WHITE COLOR(3M TRAFFIC CONTROL DIVISION WHITE PAINT NO. 7216), x T T nnAZ�.r�rc+ WHERE THE HYDRANT IS BEING INSTALLED ADJACENT TO D.I.W.M. WRAPPED WITH POLYETHELENE ENCASEMENT, ALL METAL APPURTENANCES, INCLUDING TEE, BENDS, HYDRANT BARREL, HYDRANT LEAD, VALVE, ETC., SHALL BE WRAPPED WITH A POLYETHELENE ENCASEMENT CONFORMING TO ANSI. A21.5. ALL HYDRANT LEADS SHALL BE 6" (150 mm) AND SHALL BE CONSTRUCTED WITH RETAINER GLANDS (SEE PARAGRAPH 24). ALL HYDRANTS SHALL FACE THE STREET AND SHALL BE 5' (1.5 m) FROM BACK. OF CURB TO FACE OF HYDRANT OR 10' (3.0 m) FROM EDGE OF PAVEMENT TO FACE OF HYDRANT WHEN THERE IS NO CURB. 3 16. THE EXACT LOCATION OF EACH B-BOX SHALL BE DETERMINED IN THE FIELD AT THE TIME OF CONSTRUCTION. B-BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS. THE DEVELOPER SHALL FURNISH TO THE VILLAGE "RECORD DRAWINGS" OF THE WATER SYSTEM AT THE COMPLETION OF THE CONSTRUCTION. SAID RECORD DRAWINGS SHALL SHOW THE LOCATION OF ALL B-BOXES. EACH B-BOX SHALL BE DIMENSIONED FROM THE TWO (2) PROPERTY CORNERS. 17. ALL WATER MAIN VALVES SHALL ONLY BE MUELLER RESILIENT SEAT GATE VALVE (RESILIENT WEDGE, R/W) FOR MECHANICAL JOINTS CONFORMING TO AWWA C111 (MUELLER NO. A-2360-20). Section SUBD-WM, Page 3 of 6 53 65 SECTION D 18. CAST IN PLACE THRUST BLOCKS OR PRE-CAST SOLID CONCRETE MASONRY UNITS SHALL BE PROVIDED AT ALL CHANGES IN ALIGNMENT OF THE WATER MAIN AND OPPOSITE ALL "TEE" CONNECTIONS. ALL THRUST BLOCKS SHALL BEAR AGAINST UNDISTURBED EARTH. 19. WATER MAIN FLUSHING AND CHLORINATION A. THE WATER MAIN SHALL BE FLUSHED AND CHLORINATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VILLAGE AND THE STANDARD SPECIFICATIONS. ANY PORTION OF THE NEW WATER MAIN EXTENSION SO STERILIZED SHALL BE ISOLATED AND VALVED OFF FROM THE REST OF THE SYSTEM UNTIL A CERTIFICATE OF APPROVAL IS RECEIVED FROM THE REGULATORY AGENCIES. THE VILLAGE SHALL DECIDE THE LOCATION AND NUMBER OF TESTS TO BE DONE. B. CHLORINATION/DISINFECTION OF THE WATER MAIN SYSTEM SHALL BE ACCOMPLISHED BY CHLORINE GAS-WATER MIXTURE ONLY. C. CHLORINATION OF THE WATER MAIN MUST BE WITNESSED BY A STAFF MEMBER OF THE VILLAGE ENGINEERING DEPARTMENT OR ITS AUTHORIZED REPRESENTATIVE. ALL CHLORINATING PROCEDURES WILL BE COMPLETED ON EITHER A MONDAY, TUESDAY OR WEDNESDAY; NO OTHER DAYS WILL BE ALLOWED BY THE VILLAGE. 20. FOLLOWING THE DISINFECTION AND FLUSHING PROCEDURES, SAMPLES SHALL BE COLLECTED FOR BACTERIOLOGICAL ANALYSIS ON TWO (2) SUCCESSIVE DAYS, BUT NOT LESS THAN 24 HOURS APART, FROM VARIOUS POINTS DETERMINED BY THE VILLAGE ON THE NEW PORTION OF THE SYSTEM , SUBJECT TO EACH PROJECT'S UNIQUE CHARACTERISTICS). ALL SAMPLES WILL BE COLLECTED BY THE CONTRACTOR BUT WILL BE DELIVERED TO THE VILLAGE'S STATE CERTIFIED LABORATORY FOR ANALYSIS BY A STAFF MEMBER OF THE VILLAGE'S WATER DEPARTMENT. ALL LABORATORY COSTS SHALL BE BORNE BY THE CONTRACTOR AND HE/SHE WILL ARRANGE TO BE BILLED BY EITHER THE LABORATORY OR THE VILLAGE PRIOR TO ANY WATER MAIN STERILIZATION WORK. ALL LABORATORY TEST RESULTS MUST BE FURNISHED IN WRITING TO THE VILLAGE. CHLORINATION, FLUSHING AND WATER SAMPLING SHALL ALSO INCLUDE, WHEN NECESSARY, THE REMAINING PORTIONS OF THE EXISTING WATER MAIN SYSTEM AS DETERMINED BY THE VILLAGE. Section SUBD-WM, Page 4 of 6 54 66 SECTION D 21. ALL WATER MAIN VALVES WILL BE OPERATED BY VILLAGE PERSONNEL ONLY. 22. AT THE END OF THE DAY,THE CONTRACTOR WILL BARRICADE AND FENCE ALL OPEN TRENCH EXCAVATED AREAS, ALL OPEN MANHOLE.AREAS AND ALL OPEN VALVE VAULT AREAS. 23. CASTINGS FOR VAULT ACCESS, FRAME AND CLOSED LID, SHALL CONFORM TO NEENAH FOUNDRY COMPANY CATALOG NO. R-1712, OR EQUAL. THE SOLID LID (COVER) SHALL BEAR THE MARKING "WATER". CASTINGS PLACED ON PRECAST REINFORCED CONCRETE MASONRY UNITS SHALL BE SET IN A BITUMINOUS MASTIC BED;MORTAR WILL NOT BE ALLOWED. 24. PIPE FITTINGS: A. FITTINGS SHALL BE DUCTILE IRON IN ACCORDANCE WITH ANSI A21.53/AW WA C 153. B. FITTING PRESSURE RATING: 350 PSI C. RETAINER GLANDS FOR MECHANICAL JOINT FITTINGS 1. MEGALUG JOINT RESTRAINT BY EBAA IRON CO. (SERIES 1100) 2. UNI-FLANGE SERIES 1400 BY FORD 3. PVC(SERIES 2000 PV)BY EBAA 4. PVC(SERIES 1500)BY FORD D. COUPLINGS FOR CONNECTING NEW WATER MAIN TO EXISTING WATER MAINS 1. TYLER/UNION SOLID SLEEVE MJ C153 LONG FITTING 2. SOME EXISTING WATER MAINS MAY HAVE NON-STANDARD EXTERNAL DIAMETERS, MEASURE EXISTING MAINS PRIOR TO ORDERING COUPLINGS (TYLER/UNION DUAL PURPOSE). 3. ALL GLANDS MUST MEET PARAGRAPH"C"ABOVE. E. TIE RODS AND BANDS FOR RESTRAINING COUPLINGS I. STAINLESS STEEL OR MALLEABLE IRON 2. CORROSION RESISTANT ALLOY OR COATED TO RESIST CORROSION 3. ROD DIAMETER: 3/4"(20 mm)MINIMUM 4. SUFFICIENT IN STRENGTH AND RESTRAINING ABILITY TO RESIST WORKING PRESSURES, TEST PRESSURES, AND SURGE PRESSURES IN WATER MAINS. F. VALVE/FITTING CUT-IN SLEEVES 1. MUELLER H-840(GLAND SEE"C"ABOVE) 2. TYLERIUNION DUAL PURPOSE 3. ALL GLANDS MUST MEET PARAGRAPH"C"ABOVE. G. TAPPING SLEEVE 1. MUELLER H-615 2. OR APPROVED EQUAL H. ANCHORING TEE 1. TYLER MJ SWIVEL TEE Section SUED-WM, Page 5 of 6 55 67 SECTION D 25. AFTER THE IEPA OPERATING PERMIT HAS BEEN ISSUED AND/OR WHEN APPROVED BY THE VILLAGE, ALL CORPORATION STOPS, INSTALLED FOR TESTING PURPOSES ONLY, WILL BE REMOVED BY THE CONTRACTOR AND REPLACED WITH A BRASS PLUG. THIS WORK MUST BE WITNESSED BY A STAFF MEMBER OF THE VILLAGE ENGINEERING DEPARTMENT. 26. WATER MAINS AND WATER SERVICES SHALL BE INSTALLED AT LEAST 10' (3.0 m) HORIZONTAL AWAY FROM BUILDINGS AND FROM ANY DUPAGE WATER COMMISSION WATER MAIN UNLESS ADEQUATE PRECAUTIONS, AS DETERMINED BY THE VILLAGE, ARE TAKEN. 27. W1.1ERE SPECIFIED IN THE PLANS OR WHERE DIRECTED IN THE FIELD BY THE VILLAGE, SPECIAL HYDRANT TEES SHALL BE USED WHICH CONFORM TO TYLER CATALOG NO. 5-119, OR APPROVED EQUAL. 28. WATER MAINS SHALL BE INSTALLED WITH 4 INCHES (100 mm)OF CA-6 BEDDING UNDER THE PIPE, CA-6 HAUNCHING UP TO THE MIDDLE OF THE PIPE, AND CA-6 INITIAL BACKFILL TO I FOOT(0.3 m)ABOVE THE TOP OF THE PIPE. Section SUBD-WM, Page 6 of 6 56 68 SECTION D pop DuPage County Division of Transportation 421 N. County Farm Road Wheaton, IL 60187-2553 `1 630/407-6900 (Fax) 630/407-6901 Trench Backfill and Pavement Restoration Specifications/Requirements Within DuPage County Highway Rights-of-Way NOTE: All construction shall be performed and materials specified/installed according to IDOT'S 'Standard Specifications for Road and Bridge Construction'(latest edition) and the `Supplemental Specifications and Recurring Special Provisions'(latest edition) and DuPage County's specifications stated herein. MATERIAL REQUIREMENTS: TRENCH BACKFILL- Requirements are, as follows: Below bituminous/concrete materials (pavement, sidewalk, curb/putter, etc.): Material options shall be as directed and/or approved by a representative of the DuPage County Division of Transportation, as follows: 1. IDOT modified flowable Controlled Low-Strength Material (CLSM) (per IDOT's Standard Specifications Sec. 1019) for trench backfill method shall be installed full depth over the pipe capping material up to the base of the existing pavement cross-section. Only"Fly Ash" or "Flash Fill" material CLSM shall be utilized (per the attached DPC DOT standard). CLSM for installation below pavement shall be constructed per the following proportioning: Mix 1 Portland Cement 50 lb. 30 k Fly Ash Class C or F F= 300 lbs. 178 k /C= 125 lbs. 74 k . Fine Aggregate Saturated Surface D 2900 lbs. 1720 k Water 46-65 gallons 204.6 - 295.5 liters All materials shall meet the requirements of Section 1010.03 of IDOT'S Standard Specifications for Materials for: Portland Cement, Fly Ash, Fine Aggregate and Water. The County representative shall observe the flow-ability of the mixture and the water content adjusted within the specified limits to produce the desired results. 2. Full depth FA-6 or FA-7 (sand) shall be installed and compacted from the bedding materials (spring-line of the pipe) up to 6" below the existing pavement base. 6" Type B aggregate (CA-6) shall be installed and compacted up to the existing pavement base. 3. Full depth CA-7 (3/4" limestone chip, no fines) installed and compacted from the bedding materials (spring-line of the pipe) up to the existing pavement base. Outside of bituminous/concrete materials (parkways, etc.): CA-6 (limestone) or FA-6 or FA-7 (sand) aggregate shall be installed and compacted from the bedding materials (spring-line of the pipe) up to a 1:1 cross slope from any existing curb/gutter, pavement, sidewalk, etc. (per the attached `Non-paved Trench Backfill' standard). TEMPORARY PAVEMENT PATCH SPECIFICATIONS - Between November 15 and April 15 or until hot bituminous material is available), a temporary patch may be installed, with County approval, as follows: 1. Bituminous pavement Install the Class PP P.C.C. (7.1 or 7.2 bag mix `High-early' w/1% calcium chloride additive) base course per the Standard Pavement Patch specifications listed herein. Install a layer of 4 mm. plastic film over the base course and install 3" Class PV P.C.C. (7.1 or 7.2 bag mix `High-early'). The 3" P.C.C. layer shall be removed and the permanent bituminous pavement installed according to the Standard Pavement Patch specifications listed herein as soon as conditions permit. SECTION D (TBFSpecsRev.doc), rjk Page s1 of 3 09/30/2009 I DuPage County Division of Transportation 4 421 N. County Farm Road Wheaton, IL 60187-2553 630/407-6900 (Fax) 630/407-6901 Trench Backfill and Pavement Restoration Specifications/Requirements Within DuPage County Highway Right-of-Ways MATERIAL REQUIREMENTS (cont'd.): TEMPORARY PAVEMENT PATCH SPECIFICATIONS (cont'd.)— 2. P.C.C. pavement Install full depth Class PP P.C.C. (7.1 or 7.2 bag mix `High-early'w/1% calcium chloride additive) to match the existing full depth pavement cross-section. #4 straight rebar shall be installed at 18" o.c. according to IDOT's Highway Standard#606001-02 into the existing pavement adjacent to the cut. Rebar shall not be installed into existing or within replaced curb/gutter NOTE: The temporary patches above must be installed level with the existing pavement. Any grade elevation of more than 1/8" above the existing pavement may cause possible damage to snow plow equipment and/or the surrounding pavement. STANDARD PAVEMENT PATCH- a 1' wide x 3" depth shelf shall be cut and pavement removed/replaced over the undisturbed pavement outside the limits of the cut. Install full depth (from base of existing pavement to 3" below finished surface) Class PP P.C.C. [7.1 or 7.2 bag mix 'High- early' (w/1-2% calcium chloride additive between 12/1 and 3/30)]. Saw-cut all edges of pavement and install 18" reflective crack control fabric over all joints prior to bituminous material installation. Install a bituminous emulsion prime coat and 3" HMA surface course over the PCC base course. All saw-cut joints shall be sealed with hot or cold crack filler. CONSTRUCTION RESTRICTIONS AND REQUIREMENTS: 1. The use of temporary cold patch material (UPM) shall be permitted between November 15 and April 15 ONLY. The temporary cold patch shall be placed for a maximum period of 72 hours prior to the temporary and/or permanent pavement patching according to the specifications listed previously. 2. THE USE OF STEEL PLATES IN OPEN LANES OF TRAFFIC IS STRICTLY PROHIBITED ON DUPAGE COUNTY DIVISION OF TRANSPORTATION ROADWAY PAVEMENTS NOVEMBER 15 THROUGH MAY 15. LANE CLOSURES WITH TRAFFIC CONTROL SHALL BE MAINTAINED AT ALL TIMES FOR USE OF STEEL PLATES MAY 15 THROUGH NOVEMBER 15 (INCLUDING,BUT NOT LIMITED TO, 36"X 36" B/Y `BUMP AHEAD'AND `BUMP' WARNING SIGNAGE) UNTIL THE PLATE(S) IS/ARE REMOVED AND THE PERMANENT REPAIR IS COMPLETED. 3. Traffic control shall conform to the Manual for Uniform Traffic Control Devices and (DOT'S Highway Standards (including use of advance warning lane closure signage, an arrow board and Type I barricades w/sandbags) at ALL times for any lane closures on County rights-of-way. Flaggers shall be required to use `Stop'/'Slow' paddles and flags and to wear reflective safety vests, as required. Advance warning "BUMP" signage shall be posted for the temporary patches, as required. 4. Saw-cut edges of pavement prior to final patching. Seal all joints with a cold or hot emulsion crack sealer. 5. The contractor, utility company or agency responsible for the necessary pavement open-cutting shall assume any and all liability and shall indemnify and hold harmless the County of DuPage, its successors and assigns, and its agents harmless for any injury to persons or damage to property due to the work. 6. The contractor, utility company or agency shall reimburse the County for any costs incurred by the County (including, but not limited to, restoration/replacement of pavement, curb/gutter, shoulders, walks, striping, signage, grading and/or installation of topsoil and seed or sod, labor and materials) or losses to equipment due to the work. 70 SECTION D (TBFSpecsRev.doc), rjk Page 2 of 3 09/30/2009 i DuPage County Division of Transportation 421 N. County Farm Road Wheaton, IL 60187-2553 630/407-6900 (Fax) 630/407-6901 Trench Backfill and Pavement Restoration Specifications/Requirements Within DuPage County Highway Right-of-Ways CONSTRUCTION RESTRICTIONS AND REQUIREMENTS (cont'd.): 7. All existing pavement striping, markings,symbols and reflective pavement markers (RPMs) damaged or removed due to the work shall be.replaced in kind. RPMs shall be installed per (DOT's Highway Standards and DuPage County's specifications. 8. All materials and construction shall be installed and conform to IDOT'S "Standard Specifications for Road and Bridge Construction" (latest edition) and the "Supplemental Recurring Special Provisions" (latest edition), (DOT'S Highway Standards, AASHTO and DuPage County specifications. DuPage County shall have the final determination and give direction accordingly with regards to any conflicting specifications/requirements insofar as their jurisdiction entitles within the County rights-of- way. 9. The contractor, utility company or agency shall notify the Division of Transportation during normal business hours (8:00 a.m. to 4:30 p.m., Mon.-Fri.) of the required emergency repair(s)/pavement open cutting. Outside of these hours, contact the Sheriffs Dept. at 630/407-2400 to notify them of the lane restrictions and construction. Follow-up by notifying the Division of Transportation 630/407- 6900 on the next business day of the construction performed. 10. Restoration to any disturbed areas of the right of way shall be dressed with a minimum of 6"topsoil and seeded (with erosion control blanket) or salt tolerant sod (staked in place) as directed by the Division of Transportation. 11. The contractor, utility company or agency shall contact this department a minimum of 48 hours prior to the start of construction to request a traffic signal locate. Traffic signals and related equipment are NOT on the J.U.L.I.E. system. Any costs incurred by the County for repairs due to damage to traffic signals/equipment due to the necessary pavement open cut(s) shall be the sole responsibility of the contractor, utility company or governing municipal agency or its assign. 12. Pavement, curb/gutter and storm structures shall be maintained free of mud/debris at all times during construction and shall be cleaned as directed by the County. 13. Erosion control shall be installed, maintained and construction procedures conform according to the minimum requirements of the DuPage County "Countywide Stormwater And Floodplain Ordinance" --- (latest revision) specifications at all times. Any questions regarding the ordinance should be directed to the DuPage County Stormwater Division in the Department of Economic Development and Planning Office at 630/407-6700 (M-F 8 am to 4:30 pm, excluding holidays). 14. Failure to comply with any of the specifications and/or construction restrictions and requirements listed herein shall cause the permit to become null and void as determined by the County Engineer, or his duly authorized assign. 15. Approval to perform the necessary repair/construction is given only insofar as the DuPage County Division of Transportation has jurisdiction and does not release the utility company or agency, and/or its agent and/or its contractor, from complying with existing local, county, township, state and/or federal statutes. If you have any questions with regards to the specifications contained herein, please call the Division of Transportation Permitting Division at 63/407-6900 (M-F 8 am to 4:30 pm, excluding holidays). 71 SECTION D JBFSpecsRev.doc), rjk Page 3 of 3 09/30/2009 DUPAGE COUNTY DIVISION OF TRANSPORTATION TRENCH BA.CKFILL STANDARD IN NON-PAVED AREAS (PARKWAYS, ETC.) . Back of curb or edge of walk/pavement Minimum 6" topsoil and seed or sod (as directed) , Compacted ;uitable Maximum side slope 1 :1 materials (aproved by engineer) + + + + Compacted . granular trench + + + backfill(FA-6/1`A--7 sand or ++++ + CA-6 limestone aggregate) Undisturbed earth ++++ ++ Pipe + Compacted granular bedding material (Ap-proved by engineer) TOM H 01-25-05 TONONPAVEMING 72 SECTION D DUPAGE COUNTY DIVISION OF TRANSPORTATION I TRENCH BACKFILL STANDARD IN PAVED AREAS I CL 3" Hot–mix asphalt (HMA) l adjacent Surface Course 4' or less to lane lane -� edge–resurfacing of Minimum 12" (or match adjacent lane req'd(typ) existing, whichever is greater) Class PP PCC -I Sawcut full depth(typ) I 24" Reflective Crack control Fabric(typ) l + + + + + + + + Base of existing avement � Undisturbed subbase + + g p 1 ' shelf (typ.) + + + + + + + + CLSM, FA-6 or FA-7(w/ 4"-6" — + + + + capping material) or CA-7 + + limestone chip trench backfill + (As approved by DPCDOT) + + + + Undisturbed earth + + + + Undisturbed earth + + + + Compacted granular ------------= capping material (As approved by engineer) Compacted granular i pipe bedding material (As approved by engineer) I I Notes: I 1 . All materials per IDOT's "Standard Specifications for Road & Bridge Construction" (latest edition) and "Supplemental Recurring Special Provisions" (latest edition). I 2. Replace all pavement markings, striping, symbols and pavement markers in kind. I i I TOM H 03-12-10 73 TBFPAVED STQSBGfION D PAVEMENT CORE# HTC_0 f TOTAL LENGTH: ASHPALT: in. E i E1 TED BASE: r ±cs_.m _. Wang { 3.. 4 PAVEMENT CORE# I't PC 04 TOTAL LENGTH: ASHPALT. CEMENTED BASE:.. in. 1 N C'1-1 V 14 Wing 0 1 Z 3 i 5 6 it It PAVEMENT CORE PHOTOS:WATERMAIN REPLACEMENT PROJECT YORK WOOD; AND HARGER RD.,VILLAGE OF OAK BROOK,DUPAGE COUNTY,ILLINOIS RAWN SCALE:NONE EXHIBIT 3-1 DHECKED:Y:E.O F CHECKED BY:E.OAT i Wan_q Lombard,Main 014r Lombarar d,IL Stre Enerr www.wangeng.00t 16 FOR THOMAS ENGINEERING GROUP,LLC 708-07-0 i II E w C r * C7 Y W N J O! co 00 f m E ; O zi "Wow D U .� i_ W F}- N J a 0 N Z a O m a F � 0O W a 0 �a � w Q¢ w U m � Z 1� 01 k ¢ C) - QLL w LU �� = Q °a a 0O r } . J CC rn 0 mQ LL cn Zr x F Q cu,C Q Q E ,e O ik N (6 (6 Z N " (u ot y t � t x v i5 x ,r _ L . ' 'L Q V W p W CL ON K i u + x Village of Oak Brook ,I = York Woods l v�= ' Water Main Replacements S,aT -22ND ST ✓ --- \ � Ij V, 1 �, '• / `l� `�•\����f ,Ili LEGEND 1 RB- Roadway Boring I t 7 I i 1 , lit PC- Pavement Core i l 't : CROYDON=L? � i ti ', XMN Dover Dr. RB-0 1 , �,,�G , 1185 FT. From Tee to Tee �� ,j VERMYR-1 i PC-02 HII LL J. L-F_ - —_GO. � 1 r— SHEF'F�E PC-10 / Windsor Dr. RB-04 , F1452 FT. From Tee to Tee , i � -� �� �r I / PC-09 PC-03 _ RB-02 -�(' FORD^LN r -03 � RB - j Bradford Ln. 2900 FT. From Tee to Tee C �p 150 300 8 9�$et i�� i'r--�_ Ii BORING AND CORE LOCATION PLAN:2014 WATERMAIN,YORK WOOL /i VILLAGE OF OAK BROOK,DUPAGE COUNTY,ILLINOIS \` { /+HAT f.:i�J-^M' I SCALE:GRAPHIC EXHIBIT 2-1 1 /� f�./l ��/ CHECKED BV:A.Toma2: 1 Wang 1145 N.Main Stree Water Replacement Year r . , Lombard,IL 6014 P-6 S. �11P jfneerynq www.wangeng.coi consortium' 14 2014 - 5538 Total FT. J j - = FOR THOMAS ENGINEERING GROUP,LL C 708-07-01 cn T� }—J Q (/1(D m A 0 li d •O - 5 �O 0 Q mo Zm3 ob x 7 Q o U P!\ o ' O�Y �O C of O !p Q z m ° X ..— . ?a � W Z¢ Q 00 c �+ o o L - o r q _ W JJQ_ w i tI ,�► A { >R r a York Rd LU if �' 1 ° z •lam* ' � w rn � M • �- j � .. � _ � A s. /} 4 r> 2 `ts i U m 5 " c - - C Ln f�'' _ ° Ln Y W _ N - Ln •`..� 'v } ��_ Ln O 3 L�J , I I r p 3 Y� .,-.1 �g� it " Spring Rd i' - o P 9 r, ; F s� a ro -� + f_ ♦ \ ., '- � Y 'FI1k{L.. t i i y.A�{f�{ ' 1 .j{; t4 �9 _ f p - L-83 W 'w x i At t A r x 13 SECTION K Page 1 of 1 'w Wang BORING LOG RB-01 Englneerfng Datum:NAVD WEI Job No.: 708-07-01 Elevation:667.43 ft wangeng @wangeng.com North: 1885505.53 ft 1145 N Main Street Client Thomas Engineering Group, LLC East:1094711.80 ft Lombard,11 60148 Project Water Main Replacement Station: Telephone:630 953-9928 Fax 630 953-9938 Location Village of Oak Brook, DuPage County, IL Offset: S � T Z ? e d O , e °' SOIL AND ROCK a > Z '.__ w-- ._ °' `°`° `_ C °' SOIL AND a- I a a �3 �, o °' n 3 `�v °_ DESCRIPTION E a v o W DESCRIPTION E �: 2 0 W Cn U) � 6-inch thick ASPHALT 6sss —PAVEMENT-- 4-inch thick CRUSHED STONE a a 666s —BASE COURSE— Very stiff to hard, brown and gray SILTY CLAY,trace gravel 7 --Sample 1 PID:— 1 7 4.00 19 --0.1 ppm— 9 P —L,(%)=34, PL(%)=19— 12 —%Gravel=2.2- -%Sand=13.1- --%Silt=52.9- -%Clay=31.8-- 6 --AASHTO—A-6 (12) 10 —Sample 2 PID:— 2 6.15 17 --0.1 ppm— 12 B VIII 16 IIII -- 5 Sample 3 PID:— —0.2ppm— 7 10 3 12 3.12 18 B III 14 III IIII —Sample 4 PID:- O.Oppm-- 5 g 4 9 3.94 19 B VIII 11 iI I --Sample 5 PID:— --0.2ppm-- 4 r IIII 9 10 5 9 5.66 16. ? IIII 13 ( IIII 656.4 GENERAL NOTES WATER LEVEL DATA Begin Drilling 12-23-2013 Complete Drilling 12-23-2013 While Drilling DRY Drilling Contractor WTS Drill Rig D-50 Turbo At Completion of Drilling 1 _ DRY Driller R&J Logger A.TOmaras Checked by DAK Time After Drilling NA Drilling Method 2,25 HSA,Continous sampling, boring bgfkfilled Depth to Water �r NA The stratification lines repreet the approbmate boundary L i i n m r d U On completion II I Paget of 1 Wang BORING LOG RB-02 Englneet�ing en wan Datum:NAVD wan en WEI Job No.: 708-07-01 g g°� g g com Elevation:667.82 ft 1145 N Main Street Client Thomas Engineering Group, LLC North: 1883675.56 ft Lombard, 11 60148 East: 1095158.86 ft Project Water Main Replacement Telephone:630 953-9928 Station: , Fax 630 953-9938 Location Village of Oak Brook, DuPage County, IL Offset: G N N C T N N o C d p ^ SOIL AND ROCK a a o a > 3�, y SOIL AND ROCK a ~ DESCRIPTION m E a `�` o o Wv DESCRIPTION `y W M U) M rn (L-- 20 7-inch thick ASPHALT 14 667.2 —PAVEMENT— 667.03-inch thick CRUSHED STONE i ' --BASE COURSE IIII Very stiff to hard,brown to gray 5 f SILTY CLAY,trace gravel —Sample 1 PID:— 7 —0.2ppm— 1 6.48 18 IIII 10 B lil 11 III ' II 5 E IIII —Sample 2 PID:— —0.1 ppm— 8 III 2 10 4. 18 1 13 IIII s IIII 5 i --Sample 3 PID:— -0.2ppm-- 11 3 8.45 17 12 8 IIII 17 IIII i IIII 8 IIII —Sample 4 PID:— 12 IIII —0.4ppm— 4 7.05 17 14 B IIII 16 IIII 1 IIII 5 —Sample 5 PID:— 9 IIII —0.4ppm-10 r o IIII 5 10 8 303 15 t IIII 12 LU 656.8 g terminated at 11 On ft GENERAL NOTES WATER LEVEL DATA Begin Drilling 12-23-2013 Complete Drilling 12-23-2013 While Drilling SZ DRY Drilling Contractor WTS Drill Rig D-50 Turbo At Completion of Drilling V DRY z Driller R&J Logger A.TOmaras Checked by DAK Time After Drilling NA ` z Drilling Method 2.25" HSA, Continous sampling, boring bggkfilled Depth to water NA REC 3 The stratification lines represent the approbmate boundary u on completion letion b en soil types7 the transition maybe aradual. Page 1 of 1 Wang BORING LOG RB-03 Engineering Datum:NAVD WEI Job No.: 708-07-01 Elevation:674.20 ft wangeng@wangeng.com North: 1883603.50 ft 1145 N Main Street Client Thomas Engineering Group, LLC East:1095943.08 ft Lombard,11 60148 Project Water Main Replacement Station: Telephone:630 953-9928 Fax 630 953-9938 Location Village of Oak Brook, DuPage County, IL Offset: N y �- a 6 N e CL Z C. yo C T C Z ° SOIL AND ROCK C °' SOIL AND ROCK a - w" - n °' ' °' `°`° 3 _ $ — o a jco 3 N o > m ag a >3 C3� o o a m E 3 °V °= L DESCRIPTION E E a 20 W DESCRIPTION b-� � W cc M 6-inch thick ASPHALT 673 7 —PAVEMENT- 6-inch thick cemented base a 673.2 —BASE COURSE-- Hard,brown and gray SILTY CLAY,trace gravel 4 I � —FILL-- 8 —Sample 1 PID:— I' —0.3ppm— 1 10 4S 1 20 VIII 12 671.5 Hard,brown and gray SILTY IIII CLAY,trace gravel --FILL-- 6 l --Sample 2 PID:— III —0.2ppm-- 8 I 2 13 8.45 18 6 VIII 12 VIII 5 IIII 7 —Sample 3 PID:- O.Oppm— 9 3 14 6.15 20 12 VIII lull 6 IIII —Sample 4 PID:— 12 --0.2ppm-- 4 6.56 19 13 B I 18 IIII 4 _ III --Sample 5 PID:— 10 --O.Oppm--10 5 13 4.34 22 i B VIII 14 663.2 Borinq terminated at I I n[)ft GENERAL NOTES WATER LEVEL DATA ' Begin Drilling 12-23-2013 Complete Drilling 12-23-2013 While Drilling DRY ' Drilling Contractor WTS Drill Rig D-50 Turbo At Completion of Drilling 1 DRY Driller R&J Logger A.TomaraS Checked by DAK Time After Drilling NA Drilling Method 2.25"HSA, Continous sampling, boring b @Fkfilled Depth to water NA_ ? The stratification lines represent the appropmate boundary U on completion bel een soil t he ran iti n maybe araauai. Wang BORING LOG RB-04 Page 1 of 1 Datum:NAVD wangeng@wangeng.com WEI Job No.: 708-07-01 Elevation:671.32 ft 1145 N Main Street Client Thomas Engineering Group, LLC North: 1884057.95 ft Lombard, 11 60148 East: 1096346.59 ft Project Water Main Replacement Station: Telephone:630 953-9928 Fax 630 953-9938 Location Village of Oak Brook, DuPage County, IL Offset: CD CL C Y d o N O d Z C \ SOIL AND ROCK a � a 4 n a) ;� SOIL AND ROCK a 3 W DESCRIPTION ° c `�v o °` a L '3 ° M M a za 2 0 W DESCRIPTION E a 20 U) rn cn U U) rn to U 8-inch thick ASPHALT —PAVEMENT- 670.7 4-inch thick CRUSHED STONE a a 670.3 —BASE COURSE— Very stiff to hard, brown and gray 5 SILTY CLAY,trace gravel 5 —Sample 1 PID:— 1 9 4.10 17 —O.Oppm-- S LL(%)=37, PL(%)=20— 10 —%Gravel=1.2-- -%Sand=8.1- -%Silt=56.5-- 7 IIII —%Clay= 10 34.2-- M SHTO—A-6 (16) --AA IIII --Sample 2 PID:— 2 12 3.12 18 i —0.2ppm— 17 S L ili s � IIII 6 IIII —Sample 3 PID:— 10 --O.Oppm— ` 3 9.27 18 14 6 IIII 14 I IIII 6 —Sample 4 PID:— 1 IIII —O.Oppm— 4 10 2.59 18 1 IIII 12 S 15 IIII I IIII 4 I —Sample 5 PID:— —0.2ppm-10 $ I IIII 5 14 6.672 19 I LOU IIII 14 < 660.3 I GENERAL NOTES WATER LEVEL DATA Begin Drilling 12-23-2013 Complete Drilling 12-23-2013 While Drilling SZ DRY I Drilling Contractor WTS Drill Rig D-50 Turbo At Completion of Drilling t DRY i. z Driller R&J Logger A Tomaras Checked by DAK Time After Drilling NA Z Drilling Method 2.25"HSA, Continous sampling, boring bgfkfilled Depth to water NA i a upon completion The stratification lines represent the approArnate boundary between soil the t al i be aradual.- Engineerirag APPENDIX B 35 SECTION K i U.S.SIEVE OPENING IN INCHES U.S.SIEVE NUMBERS I HYDROMETER 6 4 3 2 1.5 1 3/4 112W 3 4 6 810 1416 20 30 40 50 60 100140 200 100 95 90 85 80 75 70 65 �? 60 w >- 55 m Z 50 L z 45 w � 40 w a 35 30 25 20 15 10 5 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT AND CLAY coarse fine Specimen Identification IDH Classification LL PL PI Cc Cu • HRB-01# 3.5 ft Silty Clay 48 23 25 X RB-01#1 1.0 ft Silty Clay 34 19 15 A R13-0 #1 1.0 ft Silty Clay 37 20 17 Specimen Identification D100 D60 D30 D10 %Gravel -%/.Sand %Silt %Clay m • HRB-01# 3.5 ft 12.5 0.008 0.001 5.9 9.8 47.7 36.6 m R13-01#1 1.0 ft 9.5 0.01 0.002 2.2 13.1 52.9 31.8 A RB-04#1 1.0 ft 9.5 0.008 0.002 1.2 8.1 56.5 34.2 s 0 0 Wang Engineering, Inc GRAIN SIZE DISTRIBUTION LU If 1145 N Main Street Project: Water Main Replacement Z WEII Lombard, 11 60148 s►KC£1s5� Telephone: 630 953-9928 Location: Village of Oak Brook, DuPage County, IL all Fax: 630 953-9938 Number: 708-07-01 �' 60 CL CH 50 P L A 40 T C 30 T Y N 20 D A E m X 10 CL-ML ML MH 01 1 0 20 40 60 80 100 LIQUID LIMIT Specimen Identification LL PL PI Fines IDH Classification • HR3-01# 3.5 ft 48 23 25 84 Silty Clay X RB-01#1 1.0 ft 34 19 15 85 Silty Clay A RB.04#1 1.0 ft 37 20 17 91 Silty Clay 0 m Q J N 7 a 0 r 0 0 r 2 O Wang Engineering, Inc ATTERBERG LIMITS' RESULTS { 1145 N Main Street Project: Water Main Replacement � ! Lombard, 11 60148 scc �gQ Telephone: 630 953-9928 Location: Village of Oak Brook, DuPage County, IL Q Fax: 630 953-9938 Number: 708-07-01 Fractions normalized to 100% passing the 2mm (#10) sieve o 100 �o 90 r'o 80 0° 70 -,3 O' ° 60�A ti �< Clay 50 � r A, o G<v� 601 /\A 40 Q and Silty J o la m 30 Sa dy lay /XCIYLo m Loam Si C y CPO 0 20 Vndy Loa Loam ilty Loa 10 � ° an Silt 0 o ,moo 00 00 00 0 PERCENT SILT (0.074 - 0.002 mm) Sample Depth (ft) Sand Silt Clay Classification N N N IL DOT AASHTO ASTM • HRB-01# 3.5 10.4 50.7 38.9 Silty Clay A-7-6(22) CL X RB-01#1 1.0 13.4 54.1 32.5 Silty Clay A-6(12) CL A RB-04#1 1.0 8.2 57.2 34.6 Silty Clay A-6(16) CL 0 Z Z w 0 Z Wang Engineering, Inc IDH Textural Classification Chart 1145 N Main Street Project: Water Main Replacement !1982 Lombard, 11 60148 o SINC Telephone: 630 953-9928 Location: Village of Oak Brook, DuPage County, IL Fax: 630 953-9938 Number: 708-07-01 Wang- Engineerrng APPENDIX C 39 SECTION K First _ - Environmental Laboratories, Inc. IL ELAP/NELAC Accreditation# 100242 1600 Shore Road • Naperville, Illinois 60563 •Phone (630)778-1200•Fax (630) 778-1233 January 22, 2014 Mr. Eric Datz WANG ENGINEERING, INC. 1145 North Main Street Lombard, IL 60148 Project ID: 708-07-01 First Environmental File ID: 14-0121 Date Received: January 15, 2014 Dear Mr. Eric Datz: The above referenced project was analyzed as directed on the enclosed chain of custody record. All Quality Control criteria as outlined in the methods and current IL ELAP/NELAP have been met unless otherwise noted. QA/QC documentation and raw data will remain on file for future reference. Our accreditation number is 100292 and our current certificate is number 003242: effective 09/03/2013 through 02/28/2014. I thank you for the opportunity to be of service to you and look forward to working with you again in the future. Should you have any questions regarding any of the enclosed analytical data or need additional information, please contact me at (630) 778-1200. Sincerely, Oja& Bill Mottashed Project Manager Page I of 14 40 SECTION K First -- = Environmental Laboratories, Inc. IL ELAP J NELAC Accreditation# 100292 1600 Shore Road- Naperville, Illinois 60563 Phone (630) 778-1200 -Fax (630) 778-1233 Case Narrative WANG ENGINEERING, INC. Project ID: 708-07-01 First Environmental File ID: 14-0121 Date Received: January 15, 2014 All quality control criteria, as outlined in the methods, have been met except as noted below or on the following analytical report. F1 Desrri Mort < Analyte not detected at or above the reporting limit. L+ LCS recovery outside control limits;high bias. B Analyte detected in associated method blank. L- LCS recovery outside control limits;low bias. C Identification confirmed by GC/MS. M MS recovery outside control limits;LCS acceptable. D Surrogates diluted out;recovery not available. M+ MS recovery outside control limits high bias;LCS acceptable. E Estimated result;concentration exceeds calibration range. M- MS recovery outside control limits low bias;LCS acceptable. F Field measurement. N Analyte is not part of our NELAC accreditation. ND Analyte was not detected using a library search routine;No calibration standard was analyzed. G Surrogate recovery outside control limits;matrix effect. P Chemical preservation pH adjusted in lab. H Analysis or extraction holding time exceeded. Q The analyze was determined by a GC/MS database search. J Estimated result;concentration is less than calib range. S Analyte was sub-contracted to another laboratory for analysis. K RPD outside control limits. T Sample temperature upon receipt exceeded 0-6°C Routine Reporting Limit(Lowest amount that can be RL detected when routine weights/volumes are used without W Reporting limit elevated due to sample matrix. dilution.) Sample Batch Comments: Sample acceptance criteria were met. i Page 2 of 14 41 SECTION K First - = Environmental Laboratories, Inc. IL ELAP/NELAC Accreditation# 100292 - • -a -- 1600 Shore Road•Naperville,Illinois 60563 •Phone (630) 778-1200 •Fax(630)778-1233 Analytical Report Client: WANG ENGINEERING, INC. Date Collected: 01/14/14 Project ID: 708-07-01 Time Collected: 15:00 Sample ID: Gray Silty Clay-HRB-01 #3 Date Received: 01 115114 Sample No: 14-0121-001 Date Reported: 01/22/14 Results are reported on a dry weight basis. Analyte Result R.L. Units Flags Solids,Total Method: 2540B Analysis Date: 01/15/14 Total Solids 76.12 % Volatile Organic Compounds Method: 5035A/8260B Analysis Date: 01/17/14 Acetone < 100 100 ug/kg Benzene < 5.0 5.0 ug/kg Bromodichloromethane < 5.0 5.0 ug/kg Bromoform < 5.0 5.0 ug/kg Bromomethane < 10.0 10.0 ug/kg 2-Butanone (MEK) < 100 100 ug/kg Carbon disulfide < 5.0 5.0 ug/kg Carbon tetrachloride < 5.0 5.0 ug/kg Chlorobenzene < 5.0 5.0 ug/kg Chlorodibromomethane < 5.0 5.0 ug/kg Chloroethane < 10.0 10.0 ug/kg Chloroform < 5.0 5.0 ug/kg Chloromethane < 10.0 10.0 ug/kg I,1-Dichloroethane < 5.0 5.0 ug/kg 1,2-Dichloroethane < 5.0 5.0 ug/kg 1,1-Dichloroethene < 5.0 5.0 ug/kg cis-1,2-Dichloroethene < 5.0 5.0 ug/kg trans-1,2-Dichloroethene < 5.0 5.0 ug/kg 1,2-Dichloropropene < 5.0 5.0 ug/kg cis-1,3-Dichloropropene < 4.0 4.0 ug/kg trans-1,3-Dichloropropene < 4.0 4.0 ug/kg Ethylbenzene < 5.0 5.0 ug/kg 2-Hexanone < 10.0 10.0 ug/kg Methyl-tert-butylether(MTBE) < 5.0 5.0 ug/kg 4-Methyl-2-pentanone (MIBK) < 10.0 10.0 ug/kg Methylene chloride < 20.0 20.0 ug/kg Styrene < 5.0 5.0 ug/kg 1,1,2,2-Tetrachloroethane < 5.0 5.0 ug/kg Tetrachloroethene < 5.0 5.0 ug/kg Toluene < 5.0 5.0 ug/kg 1,1,1-Trichloroethane < 5.0 5.0 ug/kg 1,1,2-Trichloroethane < 5.0 5.0 ug/kg Trichloroethene < 5.0 5.0 ug/kg 42 SECTIORR 3 of 14 First Environmental Laboratories, Inc. IL ELAP/NELAC Accreditation# 100292 1600 Shore Road •Naperville,Illinois 60563 •Phone (630)778-1200 •Fax(630) 778-1233 Analytical Report Client: WANG ENGINEERING,INC. Date Collected: 01/14/14 Project ID: 708-07-01 Time Collected: 15:00 Sample ID: Gray Silty Clay-HRB-0 1 43 Date Received: 01/15/14 Sample No: 14-0121-001 Date Reported: 01/22/14 Results are reported on a dry weight basis. Result R.L. Units Flags Analyte Volatile Organic Compounds Method: 5035A/8260B Analysis Date: 01/17/14 Vinyl acetate < 10.0 10.0 ug/kg Vinyl chloride < 10.0 10.0 ug/kg Xylene, Total < 5.0 5.0 ug/kg Semi-Volatile Compounds Method: 8270C Preparation Method 3540C Analysis Date: 01/21/14 Preparation Date:01/20/14 Acenaphthene < 330 330 ug/kg Acenaphthylene < 330 330 ug/kg Anthracene < 330 330 ug/kg Benzidine < 330 330 ug/kg Benzo(a)anthracene < 330 330 ug/kg Benzo(a)pyrene < 90 90 ug/kg Benzo(b)fluoranthene < 330 330 ug/kg Benzo(k)fluoranthene < 330 330 ug/kg Benzo(ghi)perylene < 330 330 ug/kg Benzoic acid < 330 330 ug/kg Benzyl alcohol < 330 330 ug/kg bis(2-Chloroethoxy)methane < 330 330 ug/kg bis(2-Chloroethyl)ether < 330 330 ug/kg bis(2-Chloroisopropyl)ether < 330 330 ug/kg bis(2-Ethy1hexyl)phthalate < 330 330 ug/kg 4-Bromophenyl phenyl ether < 330 330 ug/kg Butyl benzyl phthalate < 330 330 ug/kg Carbazole < 330 330 ug/kg 4-Chloroaniline < 330 330 ug/kg 4-Chloro-3-methylphenol < 330 330 ug/kg 2-Chioronaphthalene < 330 330 ug/kg 2-Chlorophenol < 330 330 ug/kg 4-Chlorophenyl phenyl ether < 330 330 ug/kg Chrysene < 330 330 ug/kg Dibenzo(a,h)anthracene < 90 90 ug/kg Dibenzofuran < 330 330 ug/kg 1,2-Dichlorobenzene < 330 330 ug/kg 1,3-Dichlorobenzene < 330 330 ug/kg 1,4-Dichlorobenzene < 330 330 ug/kg 3,3'-Dichlorobenzidine < 660 660 ug/kg 2,4-Dichlorophenol < 330 330 ug/kg 43 SECTIC[I'M 4 of 14 First Environmental Laboratories, Inc. IL ELAP/NELAC Accreditation# 100292 1600 Shore Road-Naperville, Illinois 60563 -Phone (630) 778-1200 -Fax (630)778-1233 Analytical Report Client: WANG ENGINEERING, INC. Date Collected: 01/14/14 Project ID: 708-07-01 Time Collected: 15:00 Sample ID: Gray Silty Clay- HRB-0 1 #3 Date Received: 01/15/14 Sample No: 14-0121-001 Date Reported: 01/22/14 Results are reported on a dry weight basis. Analyte Result R.L. Units Flags Semi-Volatile Compounds Method: 8270C Preparation Method 3540C Analysis Date: 01/21/14 Preparation Date:01/20/14 Diethyl phthalate < 330 330 ug/kg 2,4-Dimethylphenol < 330 330 ug/kg Dimethyl phthalate < 330 330 ug/kg Di-n-butyl phthalate < 330 330 ug/kg 4,6-Dinitro-2-methylphenol < 1,600 1600 ug/kg 2,4-Dinitrophenol < 1,600 1600 ug/kg 2,4-Dinitrotoluene < 250 250 ug/kg 2,6-Dinitrotoluene < 260 260 ug/kg Di-n-octylphthalate < 330 330 ug/kg Fluoranthene < 330 330 ug/kg Fluorene < 330 330 ug/kg Hexachlorobenzene < 330 330 ug/kg Hexachlorobutadiene < 330 330 ug/kg Hexachlorocyclopentadiene < 330 330 ug/kg Hexachloroethane < 330 330 ug/kg lndeno(1,2,3-cd)pyrene < 330 330 ug/kg lsophorone < 330 330 ug/kg 2-Methylnaphthalene < 330 330 ug/kg 2-Methylphenol < 330 330 ug/kg 3 &4-Methylphenol < 330 330 ug/kg Naphthalene < 330 330 ug/kg 2-Nitroaniline < 1,600 1600 ug/kg 3-Nitroaniline < 1,600 1600 ug/kg 4-Nitroaniline < 1,600 1600 ug/kg Nitrobenzene < 260 260 ug/kg 2-Nitrophenol < 1,600 1600 ug/kg 4-Nitrophenol < 1,600 1600 ug/kg n-Nitrosodi-n-propylamine < 90 90 ug/kg n-Nitrosodimethylamine < 330 330 ug/kg n-Nitrosodiphenylamine < 330 330 ug/kg Pentachlorophenol < 330 330 ug/kg Phenanthrene < 330 330 ug/kg Phenol < 330 330 ug/kg Pyrene < 330 330 ug/kg Pyridine < 330 330 ug/kg 1,2,4-Trichlorobenzene < 330 330 ug/kg 44 SECTIOWk 5 of 14 First Environmental Laboratories, Inc. IL ELAP/NELAC Accreditation# 100292 —.,-- 1600 Shore Road•Naperville,Illinois 60563 •Phone(630)778-1200•Fax(630)778-1233 4 Analytical Report Client: WANG ENGINEERING, INC. Date Collected: 01/14/14 Project ID: 708-07-01 Time Collected: 15:00 Sample ID: Gray Silty Clay-HRB-01 #3 Date Received: 01/15/14 Sample No: 14-0121-001 Date Reported: 01/22/14 Results are reported on a dry weight basis. Analyte Result R.L. Units Flags Semi-Volatile Compounds Method: 8270C Preparation Method 3540C Analysis Date: 01/21/14 Preparation Date:01/20/14 2,4,5-Trichlorophenol < 330 330 ug/kg 2,4,6-Trichlorophenol < 330 330 ug/kg Polychlorinated biphenyls(PCBs) Method: 8082 Preparation Method 3540C Analysis Date: 01/21/14 Preparation Date:01/20/14 Aroclor 1016 < 80.0 80.0 ug/kg Aroclor 1221 < 80.0 80.0 ug/kg Aroclor 1232 < 80.0 80.0 ug/kg Aroclor 1242 < 80.0 80,0 ug/kg Aroclor 1248 < 80.0 80.0 ug/kg Aroclor 1254 < 160 160 ug/kg Aroclor 1260 < 160 160 ug/kg Total MetalsT~� Method: 6010B � Preparation Method 3050B Analysis Date: 01/15/14 Preparation Date:01/15/14 Arsenic 3.2 02 mg/kg Barium 77.1 0.1 mg/kg Cadmium 1.6 0.1 mg/kg Chromium 18.9 0.1 mg/kg Lead 19.6 0.2 mg/kg Selenium < 0.2 0.2 mg/kg Silver 0.3 0.1 mg/kg Total Mercury Method: 7471E Analysis Date: 01/16/14 < 0.05 _ ._.__0.05_— - mg/kg Mercury - pH @ 25°C, 1:2 Method: 9045C Analysis Date: 01/16/14 12:00 pH(a-,) 25'C, 1:2 8.24 Units i i i 45 SECTdr#gg 6,,f 14 First Environmental Laboratories, Inc. IL ELAP/NELAC Accreditation# 100292 y 1600 Shore Road -Naperville,Illinois 60563 -Phone (630) 778-1200 -Fax (630) 778-1233 Analytical Report Client: WANG ENGINEERING, INC. Date Collected: 01/14/14 Project ID: 708-07-01 Time Collected: 15:15 Sample ID: Brown Silty Clay- RB-01 #2 Date Received: 01/15/14 Sample No: 14-0121-002 Date Reported: 01/22/14 Results are reported on a dry weight basis. Analyte Result R.L. Units Flags Solids,Total Method: 2540B Analysis Date: 01/15/14 Total Solids 84.85 % Volatile Organic Compounds Method: 5035A/826013 Analysis Date: 01/17/14 Acetone < 100 100 ug/kg Benzene < 5.0 5.0 ug/kg Bromodichloromethane < 5.0 5.0 ug/kg Bromoform < 5.0 5.0 ug/kg Bromomethane < 10.0 10.0 ug/kg 2-Butanone(MEK) < 100 100 ug/kg Carbon disulfide < 5.0 5.0 ug/kg Carbon tetrachloride < 5.0 5.0 ug/kg Chlorobenzene < 5.0 5.0 ug/kg Chlorodibromomethane < 5.0 5.0 ug/kg Chloroethane < 10.0 10.0 ug/kg Chloroform < 5.0 5.0 ug/kg Chloromethane < 10.0 10.0 ug/kg 1,1-Dichloroethane < 5.0 5.0 ug/kg 1,2-Dichloroethane < 5.0 5.0 ug/kg 1,1-Dichloroethene < 5.0 5.0 ug/kg cis-1,2-Dichloroethene < 5.0 5.0 ug/kg trans-1,2-Dichloroethene < 5.0 5.0 ug/kg 1,2-Dichloropropane < 5.0 5.0 ug/kg cis-1,3-Dich loropropene < 4.0 4.0 ug/kg trans-l,3-Dichloropropene < 4.0 4.0 ug/kg Ethylbenzene < 5.0 5.0 ug/kg 2-Hexanone < 10.0 10.0 ug/kg Methyl-tert-butylether(MTBE) < 5.0 5.0 ug/kg 4-Methyl-2-pentanone (MIBK) < 10.0 10.0 ug/kg Methylene chloride < 20.0 20.0 ug/kg Styrene < 5.0 5.0 ug/kg 1,1,2,2-Tetrachloroethane < 5.0 5.0 ug/kg Tetrachloroethene < 5.0 5.0 ug/kg Toluene < 5.0 5.0 ug/kg 1,1,1-Trick loroethane < 5.0 5.0 ug/kg 1,1,2-Trichloroethane < 5.0 5.0 ug/kg Trichloroethene < 5.0 5.0 ug/kg 46 SECTIMR 7 of 14 First Environmental Laboratories, Inc. IL FLAP/NELAC Accreditation# 100292 -- 1600 Shore Road• Naperville, Illinois 60563 •Phone(630) 778-1200 -Fax(630)778-1233 Analytical Report Client: WANG ENGINEERING, INC. Date Collected: 01/14/14 Project ID: 708-07-01 Time Collected: 15:15 Sample ID: Brown Silty Clay -RB-01 #2 Date Received: 01/15/14 Sample No: 14-0121-002 Date Reported: 01/22/14 Results are reported on a dry weight basis. Result R.L. Units Flags Analyte Volatile Organic Compounds Method: 5035A/8260B Analysis Date: 01/17/14 Vinyl acetate < 10.0 10.0 ug/kg Vinyl chloride < 10.0 10.0 ug/kg Xylene, Total < 5.0 5.0 ug/kg Semi-Volatile Compounds Method: 8270C Preparation Method 3540C Analysis Date: 01/21/14 Preparation Date:01/20/14 Acenaphthene < 330 330 ug/kg Acenaphthylene < 330 330 ug/kg Anthracene < 330 330 ug/kg Benzidine < 330 330 ug/kg Benzo(a)anthracene < 330 330 ug/kg Benzo(a)pyrene < 90 90 ug/kg Benzo(b)fluoranthene < 330 330 ug/kg Benzo(k)fluoranthene < 330 330 ug/kg Benzo(ghi)perylene < 330 330 ug/kg Benzoic acid < 330 330 ug/kg Benzyl alcohol < 330 330 ug/kg bis(2-Chloroethoxy)methane < 330 330 ug/kg bis(2-Chloroethyl)ether < 330 330 ug/kg bis(2-Chloroisopropyl)ether < 330 330 ug/kg bis(2-EEhylhexyl)phthalate < 330 330 ug/kg 4-Bromophenyl phenyl ether < 330 330 ug/kg Butyl benzyl phthalate < 330 330 ug/kg Carbazole < 330 330 ug/kg 4-Chloroaniline < 330 330 ug/kg 4-Chloro-3-methylphenol < 330 330 ug/kg 2-Chloronaphthalene < 330 330 ug/kg 2-Chlorophenol < 330 330 ug/kg 4-Chlorophenyl phenyl ether < 330 330 ug/kg Chrysene < 330 330 ug/kg Dibenzo(a,h)anthracene < 90 90 ug/kg Dibenzofuran < 330 330 ug/kg 1,2-Dichlorobenzene < 330 330 ug/kg 1,3-Dichlorobenzene < 330 330 ug/kg 1,4-Dichlorobenzene < 330 330 ug/kg 3,3'-Dichlorobenzidine < 660 660 ug/kg 2,4-Dichlorophenol < 330 330 ug/kg 47 SECTidkR 8 of 14 iI I First -_ = Environmental Laboratories, Inc. IL ELAP/NELAC Accreditation# 100292 ——— 1600 Shore Road - Naperville, Illinois 60563 Phone (630)778-1200 -Fax(630) 778-1233 =` Analytical Report Client: WANG ENGINEERING, INC. Date Collected: 01/14/14 Project ID: 708-07-01 Time Collected: 15:15 Sample ID: Brown Silty Clay- RB-01 #2 Date Received: 01/15/14 Sample No: 14-0121-002 Date Reported: 01/22/14 Results are reported on a dry weight basis. Analyte Result R.L. Units Flags Semi-Volatile Compounds Method: 8270C Preparation Method 3540C Analysis Date: 01/21/14 Preparation Date:01/20/14 Diethyl phthalate < 330 330 ug/kg 2,4-Dimethylphenol < 330 330 ug/kg Dimethyl phthalate < 330 330 ug/kg Di-n-butyl phthalate < 330 330 ug/kg 4,6-Dinitro-2-methylphenol < 1,600 1600 ug/kg 2,4-Dinitrophenol < 1,600 1600 ug/kg 2,4-Dinitrotoluene < 250 250 ug/kg 2,6-Dinitrotoluene < 260 260 ug/kg Di-n-octylphthalate < 330 330 ug/kg Fluoranthene < 330 330 ug/kg Fluorene < 330 330 ug/kg Hexachlorobenzene < 330 330 ug/kg Hexachlorobutadiene < 330 330 ug/kg Hexachlorocyclopentadiene < 330 330 ug/kg Hexachloroethane < 330 330 ug/kg Indeno(1,2,3-cd)pyrene < 330 330 ug/kg Isophorone < 330 330 ug/kg 2-Methylnaphthalene < 330 330 ug/kg 2-Methylphenol < 330 330 ug/kg 3 & 4-Methylphenol < 330 330 ug/kg Naphthalene < 330 330 ug/kg 2-Nitroaniline < 1,600 1600 ug/kg 3-Nitroaniline < 1,600 1600 ug/kg 4-Nitroaniline < 1,600 1600 ug/kg Nitrobenzene < 260 . 260 ug/kg 2-Nitrophenol < 1,600 1600 ug/kg 4-Nitrophenol < 1,600 1600 ug/kg n-Nitrosodi-n-propylamine < 90 90 ug/kg n-Nitrosodimethylamine < 330 330 ug/kg n-Nitrosodiphenylamine < 330 330 ug/kg Pentachlorophenol < 330 330 ug/kg Phenanthrene < 330 330 ug/kg Phenol < 330 330 ug/kg Pyrene < 330 330 ug/kg Pyridine < 330 330 ug/kg 1,2,4-Trichlorobenzene < 330 330 ug/kg 48 SECTI&ffk 9 of 14 First Environmental Laboratories, Inc. IL ELAP/NELAC Accreditation# 100292 -= 1600 Shore Road -Naperville,Illinois 60563 Phone (630)778-1200-Fax (630)778-1233 Analytical Report Client: WANG ENGINEERING, INC. Date Collected: 01/14/14 Project ID: 708-07-01 Time Collected: 15:15 Sample ID: Brown Silty Clay-RB-01 #2 Date Received: 01/15/14 Sample No: 14-0121-002 Date Reported: 01/22/14 Results are reported on a dry weight basis. Analyte Result R.L. Units Flags Semi-Volatile Compounds Method: 8270C Preparation Method 3540C Analysis Date: 01/21/14 Preparation Date:01/20/14 2,4,5-Trichlorophenol < 330 330 ug/kg 2,4,6-Trichlorophenol m< 330 330 ug/kg Polychlorinated biphenyls(PCBs) Method: 8082 Preparation Method 3540C Analysis Date: 01/21/14 Preparation Date:01/20/14 Aroclor 1016 < 80.0 80.0 ug/kg Aroclor 1221 < 80.0 80.0 ug/kg Aroclor 1232 < 80.0 80.0 ug/kg Aroclor 1242 < 80.0 80.0 ug/kg Aroclor 1248 < 80.0 80.0 ug/kg Aroclor 1254 < 160 160 ug/kg Aroclor 1260 < 160 160 ug/kg r_..._ Total Metals _ Method: 6010B Preparation Method 3050B Analysis Date: 01/15/14 Preparation Date:01/15/14 Arsenic 9.1 0.2 mg/kg Barium 34.3 0.1 mg/kg Cadmium 2.5 0.1 mg/kg Chromium 16.5 0.1 mg/kg Lead 13.2 0.2 mg/kg Selenium < 0.2 0.2 mg/kg Silver _ 0.5_______ 0.1 mg/kg Total Mercury Method: 7471B Analysis Date: 01/16/14 0.05 0.45 mg/kg Mercury pH @ 25°C, 1:2 �M-- - Method: 9045C Analysis Date: 01/16/14 12:00 pH tr,25°C, 1:2 S 67 Units I 49 SECTOW 10 of 14 First Environmental Laboratories, Inc. IL ELAP/NELAC Accreditation# 100292 u _ 1600 Shore Road-Naperville, Illinois 60563 •Phone (630) 778-1200•Fax (630) 778-1233 Analytical Report Client: WANG ENGINEERING, INC. Date Collected: 01/14/14 Project ID: 708-07-01 Time Collected: 15:35 Sample ID: Brown Silty Clay-RB-03 #2 Date Received: 01/15/14 Sample No: 14-0121-003 Date Reported: 01/22/14 Results are reported on a dry weight basis. Analyte Result R.L. Units Flags Solids,Total Method: 2540B Analysis Date: 01/15/14 Total Solids 84.98 % Volatile Organic Compounds Method: 5035A/8260B Analysis Date: 01/17/14 Acetone < 100 100 ug/kg Benzene < 5.0 5.0 ug/kg Bromodichloromethane < 5.0 5.0 ug/kg Bromoform < 5.0 5.0 ug/kg Bromomethane < 10.0 10.0 ug/kg 2-Butanone (MEK) < 100 100 ug/kg Carbon disulfide < 5.0 5.0 ug/kg Carbon tetrachloride < 5.0 5.0 ug/kg Chlorobenzene < 5.0 5.0 ug/kg Chlorodibromomethane < 5.0 5.0 ug/kg Chloroethane < 10.0 10.0 ug/kg Chloroform < 5.0 5.0 ug/kg Chloromethane < 10.0 10.0 ug/kg 1,1-Dichloroethane < 5.0 5.0 ug/kg 1,2-Dichloroethane < 5.0 5.0 ug/kg 1,1-Dichl oroethene < 5.0 5.0 ug/kg cis-1,2-Dichloroethene < 5.0 5.0 ug/kg trans-1,2-Dichloroethene < 5.0 5.0 ug/kg 1,2-Dichloropropane < 5.0 5.0 ug/kg cis-1,3-Dichloropropene < 4.0 4.0 ug/kg trans-l,3-Dichloropropene < 4.0 4.0 ug/kg Ethylbenzene < 5.0 5.0 ug/kg 2-Hexanone < 10.0 10.0 ug/kg Methyl-tert-butylether(MTBE) < 5.0 5.0 ug/kg 4-Methyl-2-pentanone (MIBK) < 10.0 10.0 ug/kg Methylene chloride < 20.0 20.0 ug/kg Styrene < 5.0 5.0 ug/kg 1,1,2,2-Tetrachloroethane < 5.0 5.0 ug/kg Tetrachloroethene < 5.0 5.0 ug/kg Toluene < 5.0 5.0 ug/kg 1,1,1-Trichloroethane < 5.0 5.0 ug/kg 1,1,2-Trichloroethane < 5.0 5.0 ug/kg Trichloroethene < 5.0 5.0 ug/kg 50 SECTk9WKI l of 14 First Environmental Laboratories, Inc. IL ELAP/NELAC Accreditation# 100292 1600 Shore Road• Naperville,Illinois 60563 •Phone(630) 778-1200•Fax(630)778-1233 Analytical Report Client: WANG ENGINEERING, INC. Date Collected: 01/14/14 Project ID: 708-07-01 Time Collected: 15:35 Sample ID: Brown Silty Clay -RB-03 #2 Date Received: 01/15/14 Sample No: 14-0121-003 Date Reported: 01/22/14 Results are reported on a dry weight basis. Result R.L. Units Flags Analyte Volatile Organic Compounds Method: 5035A/8260B Analysis Date: 01/17/14 Vinyl acetate < 10.0 10.0 ug/kg Vinyl chloride < 10.0 10.0 ug/kg <m5.0 5.0 ug/kg Xylene, Total Semi-Volatile Compounds Method: 8270C Preparation Method 3540C Analysis Date: 01/21/14 Preparation Date:01/20/14 Acenaphthene < 330 330 ug/kg Acenaphthylene < 330 330 ug/kg < 330 330 ug/kg Anthracene Benzidine < 330 330 ug/kg Benzo(a)anthracene < 330 330 ug/kg Benzo(a)pyrene < 90 90 ug/kg Benzo(b)fluaranthene < 330 330 ug/kg' Benzo(k)fluaranthene < 330 330 ug/kg Benzo(ghi)perylene < 330 330 ug/kg Benzoic acid < 330 330 ug/kg Benzyl alcohol < 330 330 ug/kg bis(2-Chloroethoxy)methane < 330 330 ug/kg bis(2-Chloroethyl)ether < 330 330 ug/kg bis(2-Chloroisopropyl)ether < 330 330 ug/kg bis(2-Ethy1hexyl)phthalate < 330 330 ug/kg 4-Brornophenyl phenyl ether < 330 330 ug/kg Butyl benzyl phthalate < 330 330 ug/kg < 330 330 ug/kg Carbazole 4-Chloroaniline < 330 330 ug/kg 4-Chloro-3-methylphenol < 330 330 ug/kg 2-Chloronaphthalene < 330 330 ug/kg 2-Chlorophenol < 330 330 ug/kg 4-Chlorophenyl phenyl ether < 330 330 ug/kg Chrysene < 330 330 ug/kg Dibenzo(a,h)anthracene < 90 90 ug/kg Dibenzofuran < 330 330 ug/kg 1,2-Dichlorobenzene < 330 330 ug/kg 1,3-Dichlorobenzene < 330 330 ug/kg j 1,4-Dichlorobenzene < 330 330 ug/kg 3,3'-Dichlorobenzidine < 660 660 ug/kg 2,4-Dichloraphenol < 330 330 ug/kg 51 SECTI&ft of 14 First -_ Environmental Laboratories, Inc. IL ELAP/NELAC Accreditation# 100292 1600 Shore Road -Naperville, Illinois 60563 -Phone (630)778-1200-Fax(630)778-1233 Analytical Report Client: WANG ENGINEERING,INC. Date Collected: 01/14/14 Project ID: 708-07-01 Time Collected: 15:35 Sample ID: Brown Silty Clay-RB-03 #2 Date Received: 01/15/14 Sample No: 14-0121-003 Date Reported: 01/22/14 Results are reported on a dry weight basis. Analyte Result R.L. Units Flags Semi-Volatile Compounds Method: 8270C Preparation Method 3540C Analysis Date: 01/21/14 Preparation Date:01/20/14 Diethyl phthalate < 330 330 ug/kg 2,4-Dimethylphenol < 330 330 ug/kg Dimethyl phthalate < 330 330 ug/kg Di-n-butyl phthalate < 330 330 ug/kg 4,6-Dinitro-2-methylphenol < 1,600 1600 ug/kg 2,4-Dinitrophenol < 1,600 1600 ug/kg 2,4-Dinitrotoluene < 250 250 ug/kg 2,6-Dinitrotoluene < 260 260 ug/kg Di-n-octylphthalate < 330 330 ug/kg Fluoranthene < 330 330 ug/kg Fluorene < 330 330 ug/kg Hexachlorobenzene < 330 330 ug/kg Hexachlorobutadiene < 330 330 ug/kg Hexachlorocyclopentadiene < 330 330 ug/kg Hexachloroethane < 330 330 ug/kg Indeno(1,2,3-cd)pyrene < 330 330 ug/kg Isophorone < 330 330 ug/kg 2-Methylnaphthalene < 330 330 ug/kg 2-Methylphenol < 330 330 ug/kg 3 &4-Methylphenol < 330 330 ug/kg Naphthalene < 330 330 ug/kg 2-Nitroaniline < 1,600 1600 ug/kg 3-Nitroaniline < 1,600 1600 ug/kg 4-Nitroaniline < 1,600 1600 ug/kg Nitrobenzene < 260 260 ug/kg 2-Nitrophenol < 1,600 1600 ug/kg 4-Nitrophenol < 1,600 1600 ug/kg n-Nitrosodi-n-propylamine < 90 90 ug/kg n-Nitrosodimethylamine < 330 330 ug/kg n-Nitrosodiphenylamine < 330 330 ug/kg Pentachlorophenol < 330 330 ug/kg Phenanthrene < 330 330 ug/kg Phenol < 330 330 ug/kg Pyrene < 330 330 ug/kg Pyridine < 330 330 ug/kg 1,2,4-Trichlorobenzene < 330 330 ug/kg 52 SECTINcK13 of 14 _ First Environmental Laboratories, Inc. IL ELAP/NELAC Accreditation# 100292 =_— 1600 Shore Road- Naperville,Illinois 60563 -Phone (630)778-1200 -Fax (630)778-1233 Analytical Report Client: WANG ENGINEERING, INC. Date Collected: 01/14/14 Project ID: 708-07-01 Time Collected: 15:35 Sample ID: Brown Silty Clay - RB-03 #2 Date Received: 01/15/14 Sample No: 14-0121-003 Date Reported: 01/22/14 Results are reported on a dry weight basis. Analyte Result R.L. Units Flags Semi-Volatile Compounds Method: 8270C Preparation Method 3540C Analysis Date: 01/21/14 Preparation Date:01/20/14 2,4,5-Trichlorophenol < 330 330 ug/kg 2,4,6-Trichlorophenol < 330 330 ug/kg Polychlorinated biphenyls (PCBs) Method: 8082 Preparation Method 3540C Analysis Date: 01/21/14 Preparation Date:01/20/14 Aroclor 1016 < 80.0 80.0 ug/kg Aroclor 1221 < 80.0 80.0 ug/kg Aroclor 1232 < 80.0 80.0 ug/kg Aroclor 1242 < 80.0 80.0 ug/kg Aroclor 1248 < 80.0 80.0 ug/kg Aroclor 1254 < 160 160 ug/kg Aroclor 1260 < 160 160 ug/kg - Total Metals _ Method: 6010B Preparation Method 3050B Analysis Date: 01/15/14 Preparation Date:01/15/14 Arsenic 7.5 0.2 mg/kg Barium 40.0 0.1 mg/kg Cadmium 2.2 0.1 mg/kg Chromium 16.5 0.1 mg/kg Lead 10.8 0.2 mg/kg Selenium < 0.2 0.2 mg/kg Silver < 0.1 0.1 mg/kg Total Mercury Method: 7471E Analysis Date: 01/16/14 ...n___< 4.05 0.05_ mg/kg Mercury pH @ 25°C, 1:2 Method: 9045C Analysis Date: 01/16/14 12:00 pH @ 25°C, 1:2 8.24 Units i I I 53 SECTIeK14 of 14 I CD CD 0 0 go I o y N C C A'+ N a •+ r� O O C, A Gn N �• CD * 3 C X W A A S 9 n c m D w z W w 8 CD r c r 9 � vp lw Z N o .' p� Lsr �CI Gl* cn d p� w t7 n CD cr ri• �O A � N ' p rr yw " w 9 = tf 0 O t7 d p w ` cv w_ m mW � 3 NN t�D f�9 N < Nom-+ W w C (D CD @ C x p, m C ID w a k- l� CD dC a a ao 1 S :a z to o �o p n av z T `e e m N " Cl @ °_ ,. CD CD o n � ❑ ° w v v ❑ 0 R I � A t I r t w Q b � I 54 SE41ON K Engineering APPENDIX D i 55 SECTION K II I I Revised:August 27, 2012 Summary of Maximum Allowable Concentrations of Chemical Constituents In Uncontaminated Soil Used as Fill Material At Regulated Fill Operations (35 III. Adm. Code 1100.Subpart F) Chemical Name Maximum Allowable Concentration' Acenaphthene 570bmg/kg Acetone 25b mg/kg Alachlor 0.04b mg/kg Aldicarb 0.013b''mg/kg Aldrin 0.94`mg/kg Anthracene 12,000b mg/kg Antimony 5d,m mg/kg Arsenic: within a MSA county 13.0e mg/kg within a non-MSA county 11.3e mg/kg Atrazine 0.066b mg/kg Barium 1,500d,m mg/kg Benzene 0.03b mg/kg Benzo(a)anthracene: within Chicago corporate limits 1.1f mg/kg within a populated area in a MSA excluding Chicago 1.8f mg/kg within a populated area in a non-MSA county or outside a populated area 0.91 mg/kg Benzo(k)fluoranthene: within Chicago corporate limits 1.5f mg/kg within a populated area in a MSA excluding Chicago 2.1f mg/kg within a populated area in a non-MSA county or outside a populated area 0.91 mg/kg Benzo(k)fluoranthene 91 mg/kg 1 56 SECTION K Revised:August 27, 2012 Chemical Name Maximum Allowable Concentration a Benzoic Acid 4004 mg/kg Benzo(a)pyrene: within Chicago corporate limits 1.3f mg/kg within a populated area in a MSA excluding Chicago 2.1f mg/kg within a populated area in a non-MSA county 0.98f mg/kg outside a populated area 0.099 mg/kg Beryllium 22d'm mg/kg Bis(2-chloroethyl)ether 0.66`mg/kg Bis(2-ethylhexyl)phthalate 469 mg/kg Boron 40h'm mg/kg Bromodichloromethane (Dichlorobromomethane) 0.6b mg/kg Bromoform 0.8b mg/kg Butanol 17b mg/kg Butyl benzyl phthalate 930'mg/kg Cadmium 5.2 d,m mg/kg Calcium --' Carbazole 0.6b mg/kg Carbofuran 0.22 b,l mg/kg Carbon disulfide 99 mg/kg Carbon tetrachloride 0.07b mg/kg Chlordane 1.89 mg/kg Chloride 4,000 h,m mg/kg 4-Chloroaniline (p-Chloroaniline) 0.7b mg/kg Chlorobenzene (Monochlorobenzene) 1b mg/kg Chlorodibromomethane (Dibromochloromethane) 0.4b mg/kg Chloroform 0.39 mg/kg 2-Chlorophenol 1.5d mg/kg Chromium,total 21d,m mg/kg Chrysene 881 m9/k9 Cobalt 20h'm mg/kg Copper 2,9009 mg/kg 2 57 SECTION K Revised:August 27, 2012 Chemical Name Maximum Allowable Concentration Cyanide 40d,m mg/kg 2,4-D 1.5b mg/kg Dalapon 0.85b mg/kg DDD 31 mg/kg DDE 29 mg/kg DDT 29 mg/kg Dibenzo(a,h)anthracene: within Chicago corporate limits 0.20f mg/kg within a populated area in a MSA excluding Chicago 0.42f mg/kg within a populated area in a non-MSA county 0.15f mg/kg outside a populated area 0.091 mg/kg 1,2-Dibromo-3-chloropropane 0.002b mg/kg 1,2-Dibromoethane (Ethylene dibromide) 0.005`mg/kg Di-n-butyl phthalate 2,300'mg/kg 1,2-Dichlorobenzene (o—Dichlorobenzene) 17b mg/kg 1,4-Dichlorobenzene (p—Dichlorobenzene) 2b mg/kg 3,3'-Dichlorobenzidine 1.3`mg/kg 1,1-Dichloroethane 23b mg/kg 1,2-Dichloroethane (Ethylene dichloride) 0.02b mg/kg 1,1-Dichloroethylene 0.06b mg/kg cis-1,2-Dichloroethylene 0.4b mg/kg trans-1,2-Dichloroethylene 0.7b mg/kg 2,4-Dichlorophenol 0.48d mg/kg 1,2-Dichloropropane 0.03b mg/kg 1,3-Dichloropropene (1,3-Dichloropropylene, cis+trans) 0.005`mg/kg Dieldrin 0.603`mg/kg Diethyl phthalate 470b mg/kg 2,4-Di methyl phenol 9b mg/kg 2,4-Dinitrophenol 3.3`mg/kg 2,4-Dinitrotoluene 0.25`mg/kg 2,6-Dinitrotoluene 0.26`mg/kg 3 58 SECTION K Revised:August 27, 2012 Chemical Name Maximum Allowable Concentration" Dinoseb 0.25d mg/kg Di-n-octyl phthalate 1,6001 mg/kg Endosulfan 18b mg/kg Endothall 0.4b,1 mg/kg Endrin 1b mg/kg Ethylbenzene 13b mg/kg Fluoranthene 3,1001 mg/kg Fluorene 560b mg/kg Fluoride 80h'm mg/kg Heptachlor 0.871`mg/kg Heptachlor epoxide 1.005`mg/kg Hexachlorobenzene 0.41 mg/kg Alpha-HCH (alpha-BHC) 0.0074`mg/kg Gamma-HCH (Lindane) 0.009b mg/kg Hexachlorocyclopentadiene 1.11 mg/kg Hexachloroethane 0.5b mg/kg Indeno(1,2,3-c,d)pyre ne: within a populated area in a MSA excluding Chicago 1.6f mg/kg within Chicago corporate limits or within a populated area in a non-MSA county or outside a populated area 0.91 mg/kg Iron: within a MSA county 15,900e'm mg/kg within a non-MSA county 15,000e,m mg/kg Isophorone 8b mg/kg Lead 107d,m mg/kg Magnesium 325,0001 mg/kg Manganese: within a MSA county 636"m mg/kg within a non-MSA county 630"m mg/kg Mercury: elemental 0.11"mg/kg 4 59 SECTION K I Revised:August 27, 2012 Chemical Name Maximum Allowable Concentration' Mercury: ionic 0.89 d,m,n mg/kg Methoxychlor 160b mg/kg Methyl bromide (Bromomethane) 0.2b mg/kg Methyl tertiary-butyl ether 0.32b mg/kg Methylene chloride (Dichloromethane) 0.02b mg/kg 2-Methylphenol (o—Cresol) 15b mg/kg Naphthalene 1.89mg/kg Nickel 100d,m mg/kg Nitrate as N 200 h,m mg/kg Nitrobenzene 0.26`mg/kg N-N itrosodiphenyla mine 1b mg/kg N-Nitrosodi-n-propylamine 0.0018`mg/kg Pentachlorophenol 0.02d mg/kg Phenol 100b mg/kg Phosphorus ---i Picloram 2b mg/kg Polychlorinated biphenyls (PCBs) lkmg/kg Potassium ---j Pyrene 2,3001 mg/kg Selenium 1.3d,m mg/kg Silver 4.4d,m mg/kg Simazine 0.04b mg/kg Sodium ---j Styrene 4b mg/kg Sulfate 8,000h,m mg/kg Tetrachloroethylene (Perchloroethylene) 0.06b mg/kg Thallium 2 6"m mg/kg Toluene 12b mg/kg Toxaphene 0.61 mg/kg 2,4,5-TP (Silvex) 11d mg/kg 5 60 SECTION K Revised:August 27, 2012 Chemical Name Maximum Allowable Concentration a 1,2,4-Trichlorobenzene 5b mg/kg 1,1,1-Trichloroethane 2b mg/kg 1,1,2-Trichloroethane 0.02b mg/kg Trichloroethylene 0.06b mg/kg 2,4,5-Trichlorophenol 26d mg/kg 2,4,6-Trichlorophenol 0.66`mg/kg Vanadium 5501 mg/kg Vinyl acetate 101 mg/kg Vinyl chloride 0.01b mg/kg m-Xylene 6.41 mg/kg o-Xylene 6.51 mg/kg p-Xylene 5.91 mg/kg Xylenes(total) 5.61 mg/kg Zinc 5,100d,m mg/kg a=Concentrations are the results after using methods described in 35 IAC 1100.Subpart F for determining the Maximum Allowable Concentrations of chemical constituents in uncontaminated soils used as fill material at regulated fill operations. b=Value is the TACO Class I Soil Component of the Groundwater Ingestion Exposure Route concentration (35 IAC 742.Appendix B,Tables A and B). `=Value is the TACO-defined Acceptable Detection Limit(ADL)for the chemical in soil. d=Value is the lowest TACO Class I concentration between column range 6.25 to 6.64 and column range 8.75 to 9.0 from the pH-Specific Soil Remediation Objectives table for Inorganic and Ionizing Organic Chemicals for the Soil Component of the Groundwater Ingestion Route (35 IAC 742.Appendix B,Table Q. (See 35 IAC 1100.605(a)(2); 1100.605(a)(3)(A)). e=Value is the location-specific allowable concentration based upon TACO-defined background values for inorganic chemicals(35 IAC 742.Appendix A,Table G). The location of the fill site determines the allowable concentration. Two background locations are defined; one for counties that are designated as Metropolitan Statistical Areas(MSA) (see Board Note, 35 IAC 742.Appendix A,Table G),the other for counties designated as a non-MSA. f=Value is the location-specific allowable concentration based upon TACO-defined background values for polynuclear aromatic hydrocarbon chemicals (35 IAC 742.Appendix A,Table H). The location of the fill site determines the allowable concentration. Three background locations are defined; one for areas within the corporate limits of the City of Chicago,another for populated areas(defined at 35 IAC 6 61 SECTION K Revised:August 27, 2012 742.200) in counties that are designated as Metropolitan Statistical Areas (MSA) (see Board Note, 35 IAC 742.Appendix A,Table G) excluding the City of Chicago,and the third for populated areas within non- MSA counties. No background concentrations have been defined for locations outside of populated areas;therefore,the maximum allowable concentrations in these locations are determined using 35 IAC 1100.Subpart F. g=Value is the lowest TACO Soil Remediation Objective by the ingestion or inhalation routes of exposure for the Residential and Construction Worker receptors(35 IAC 742.Appendix B,Tables A and B). When applicable, definitions for"MSA"and "populated area" are presented in 35 IAC 742.Appendix A,Table H and 35 IAC 742.200, respectively. h=Value is the TACO Class I Soil Component of the Groundwater Ingestion Exposure Route value multiplied by 20. =Soil saturation concentration (Csat). =This chemical is of no concern for soil ingestion and no data are available to assess other routes of exposure. There is no soil concentration limit established for this constituent. k=Value for PCBs is the highest allowable concentration requiring no controls based on USEPA TSCA(40 CFR 761) policy. =SW-846 methods may not support analytical detection at the concentration specified. Modified or alternative methods may be required to achieve the lowest practical detection level possible. "'=As an alternative to the subject maximum allowable concentration value,compliance verification may be determined by comparing soil sample extraction results(TCLP/SPLP) for this constituent to the respective TACO Class I Soil Component of the Groundwater Ingestion Exposure Route objective (35 III. Admin. Code 742.Appendix B,Table A). (See 35 IAC 1100.610(b)(1)(B); 1100.610(b)(3)(C)). Elemental mercury is an inhalation hazard and is evaluated based upon the IRIS inhalation reference concentration for elemental mercury(CAS No. 7439-97-6). All other forms of mercury are evaluated using the IRIS oral reference dose for mercuric chloride (CAS No. 7487-94-7). The inhalation MAC only applies where elemental mercury is a contaminant of concern;the MAC for ionic mercury applies everywhere. 7 62 SECTION K '� Wang Engineer'ang APPENDIX E 63 SECTION K Do I Have a Special Waste? Page I oft Special Waste Determination Process This flow chart can assist you in determining if you generate a special waste. h�-uria sivastea ° t23 Seethe c�xt:scic:x} +jd'1 kls�rdxr 3>i3sts}" f� � r!o MM DO I Was I: YV Or— [AL yew xe it (7211%d S�.f 5n;aness� °� s PILI�J? ' � �� � f:-r rnott stf�natscn Z`\ � d. Lr a ; ia�tartal pnoc czs 140 �a��rasfe l37At• � r � •`` c^trot a>a:sc ft ws.d sda sht Ica Aa Al s • rrtutated D @ arutr �'� Ye tr aty Call ILCO640cot •hd astcdhuar sttiatt St;xYsSt:5mm `ti n dCf 'da;IGSti f 4Y:.!ttd 5 Kzi'-,x -r n4f.RYfgttW:M \ti^ff vtffliC ttY..{Z:li.:fFE�[ \, Sitlydd:teg 9U'J'z=iQ}1f �/ `'� CG FC91 `. �/ tlae�a�ts'nm3pettiN."�ra�e Se:the asL pate a lltis tact Step:lvr dt3,ripb,)n of the Val ail cati9c tioFi ptc-ess Nonspecial Waste Certification Any industrial process wastes and pollution control wastes that are not hazardous and not liquid may be certified as nonspecial waste in Illinois and may be disposed of with your general refuse. In addition to these wastes, the containers that once held them may also be excluded from the definition of special waste if: • The container no longer contains a liquid • All wastes have been removed • Any residue is less than 1 inch thick • Any inner liner has been removed and disposed of as special waste If you determine that the industrial process or pollution control waste that you generate is a "nonspecial waste", you may prepare a nonspecial waste certification. This certification must be made in writing and must be provided when requested by Illinois EPA, the waste transporter, the disposal site, and any one else involved in managing the waste. If you do not make this written certification, the waste is still considered a special waste and must be managed as a special waste. 64 SECTION K httn:/.� v�°.ena.state.il_uslsmall-htlsinesS/snerial-waste/inriex html Do I Have a Special Waste? Page 2 of 2 The information contained in this certification must include (as applicable): . A description of the process that generated the waste . How you determined the waste is not hazardous . How you determined the waste is not a liquid, does not contain PCBs, asbestos, is not formerly hazardous waste rendered nonhazardous, and is not redded recyclable metals . Any analytical results, or relevant MSDS An explanation as to why any analysis was not performed or required If the process that generates the waste changes or the raw materials change, you must complete a new certification. Certifications must be signed, dated, and kept for at least 3 years after you stop operating the process that generates the certified nonspecial waste. The law provides stiff penalties for false certification. Examples of Nonspecial Waste Certifications No specific form is required for nonspecial waste certifications. Some example certifications are provided below. John's Auto Body Mike's Machine Shop 123 Main Street 2616 N.E. Adams St. Roscoe, IL 61073 Peoria, IL 61611 9-29-97 6 Nov. 1997 I certify that masking materials used when I certify that grit from grinding and metal spray painting vehicles in my shop, grindings, shavings, turnings, and scrap including paper, plastic, and masking tape resulting from machining various with paint overspray are not hazardous, components are nonhazardous and not liquid, do not contain PCBs or nonliquid; do not contain asbestos or asbestos, are not formerly hazardous , are PCBs; are not formerly hazardous waste not shredded recyclable metals, and are rendered nonhazardous; are not generated not special wastes. I determined that my ' by shredding recyclable metals. Therefore, wastes are not special wastes by looking these are not special waste. at my MSDS. I also certify that discarded paint cans are empty and no longer Michael W. Thomas contain any liquids. MSDS for paints are 7&-�dW ? " attached. Owner/Manager John R. Karr (Analytical results attached) Z4" R, 5aan Owner What Do I Do Next? Now that you have determined whether you generate a special waste, if you need additional assistance, please call the Office of Small Business at 1-888-EPA-1996 for more information about requirements i that may apply to you. z r � ,llc`+i I 65 SECTION K httr):,//vAw,,v.eva.state.il.Lis/small-business/sr)ecial-waste/index_htm1 4/110011 - �� Wang Engineering APPENDIX F 66 SECTION K I Page 1 of 2 Illinois Environmental Protection Agency Bureau of Land • 1021 N. Grand Avenue E. • P.O. Box 19276 • Springfield • Illinois • 62794-9276 Uncontaminated Soil Certification by Licensed Professional Engineer or Licensed Professional Geologist for Use of Uncontaminated Soil as Fill in a CCDD or Uncontaminated Soil Fill Operation LPC-663 Uncontaminated soil, including uncontaminated soil mixed with other clean construction or demolition debris(CCDD) materials, accepted at a CCDD fill operation must be certified to be uncontaminated soil in accordance with Section 22.51(f)(2)(B)of the 'Environmental Protection Act[415 ILCS 5122.51(%2)(B)]. Uncontaminated soil accepted at an uncontaminated soil fill operation must be certified to be uncontaminated soil in accordance with Section 22.51a(d)(2)(B)of the Environmental Protection Act[415 ILCS 5l22.51a(d)(2)(B)]. These certifications must be made by a licensed professional engineer or a licensed professional , geologist using this form, LPG-663, when the soil is removed from a site that has been used for commercial or industrial purposes. Uncontaminated soil from a site that has not been used for commercial or industrial purposes may be certified by either the site owner or operator using LPC-662 or by a licensed professional engineer or licensed professional geologist using this form. if you have any questions about this form,telephone the Bureau of Land,Permit Section at 217-524-3300. 1. Source Location Information (Describe the location of the source of the uncontaminated soil) Project Name: Office Phone Number, if available: Physical Site Location (Street, Road): City: State: Zip Code: County: Township: Latitude and Longitude of approximate center of site: i Latitude: Longitude: (Deg) (Min) (Sec) (Deg) (Min) (Sec) Section Township Range IEPA Site ID Number(s), if assigned: BOL: BOW: BOA: 2. Owner/Operator Identification - For Source Site Site Owner Site Operator Name: Name: Street Address: Street Address: PO Box: PO Box: City: State: City: State: Zip Code: Phone: Zip Code: Phone: Contact: Contact: Email, if available: Email,if available: IL 532-2922 LPG 663 7(2011 67 SECTION K Uncontaminated Soil Certification Page 2of2 Project Name: Latitude and Longitude of approximate center of site: Latitude: Longitude: (Deg) (Min) (Sec) (Deg) (Min) (Sec) Section Township Range 3, Basis for Certification and Attachments Explain the basis upon which you are certifying that the soil from this site is uncontaminated soil. Attachments: (check all that apply) ❑ Laboratory Analyses ❑ Laboratory Accreditation Status ❑ Authorized Agent Certification ❑ Other(s) Describe 4. Certification Statement, Signature and Seal of Licensed Professional Engineer or Licensed Professional Geologist I certify under penalty of law that the information submitted, including but not limited to all attachments and other information, is,to the best of my knowledge and belief, true, accurate, and complete. In accordance with the Environmental Protection Act 415 ILCS 5/22.51a(f)(2)(B)or 5122.51a(d)(2)(B), I certify that the soil from this site is uncontaminated soil. All necessary documentation is attached. Any person who knowingly makes a false, fictitious, or fraudulent material statement, orally or in writing, Illinois EPA commits a Class 4 felony. A second or subsequent offense after conviction is a Class 3 felony. (415 1LCS 5144(h)) Company Name: Street Address: CRY_ State: Zip Code: Phone: Licensed Professional Engineer or Date: Licensed Professional Geologist Signature: Printed Name: P.E. or L.P.G. Seal: 68 SECTION K Section E Special Conditions 1. EXPERIENCE: The Contractor shall have five (5) years of experience which is comparable in type and scope to this project, and be approved as an installer by the manufacturer. 2. COMMENCEMENT OF WORK: Any contractor shall not commence work under his contract until he has obtained all insurance required, and such insurance has been approved by the Village and all other agencies impacted by the pending project. 3. NO GRAFFITI: The contractor is hereby advised that no paint spray markings of any kind will be allowed on the top surface of any existing concrete curb and gutter or the bituminous roadway pavement. Stationing for reference purposes has been marked by the Village on the outside, vertical face of the concrete curb. The contractor will be responsible to advise his subcontractor(s) accordingly. The contractor will also be responsible to remove, to the satisfaction of the Engineer, any markings caused by his construction activities. All costs of said clean-up shall be incidental to the contract and no additional compensation will be allowed. 4. EMERGENCY 24 HOUR NAME AND TELEPHONE NUMBER: The contractor shall provide the Engineer the name and telephone number of an individual in his direct employ who will be available twenty-four (24) hours a day, seven (7) days a week, to receive notification of any deficiencies regarding traffic control and protection and shall dispatch men, materials and equipment to correct any such deficiencies. The contractor shall respond to any call from the Village concerning any request for improving or correcting traffic control devices and begin making the requested repairs within two (2) hours from the time of notification. 5. INSPECTION NOTIFICATION: The contractor shall give twenty-four (24) hour advance notice to the Village Engineering Department prior to starting work or any phase of the work. Other affected governmental and utility agencies must be notified in accordance with their notification procedures. If twenty-four (24) hour advance notice is not supplied to the Village for any or all construction activities, the contractor hereby agrees and allows the Village to stop any and all such unnotified construction activities until the proper 24 hour advance notice is given, all at no cost or penalty to the Village. SECTION E The contractor shall notify, as necessary, all testing agencies in accordance with their notification procedures. The contractor hereby agrees that failure of the contractor to allow proper notification time which results in the testing agency to be not available to visit the site and perform testing as necessary will cause the contractor to suspend operations (pertaining to testing) until the testing agency can schedule its testing operations. All costs of suspension of work are to be borne by the contractor. 6. RECORD DRAWINGS: Contractor shall keep one copy of the approved specifications, drawings, addenda, modifications and shop drawings at the site in good order and annotated to show all changes made during the construction process. These plans shall be available to the Village upon completion of the project. 7. CERTIFICATE OF COMPLIANCE: When requested, the contractor shall furnish the Village with Certificates of Compliance with the specifications for all materials used in the construction of this improvement. In the case of pipe, the certificate shall include test results and sketches showing compliance with the applicable ASTM Specifications. 8. PERMITS, LICENSES, AND EASEMENTS The Village will obtain permits and/or easements from the following major organizations having jurisdiction: 1. Illinois Environmental Protection Agency, Division of Public Water Supplies The successful Bidder will be given copies of all available approvals, licenses, and easements, and shall be obligated to observe all conditions of the approvals and licenses as issues. The successful Bidder shall obtain, at their own expense, all permits and licenses that may be required to complete the contract, and/or required by municipal, State, and Federal regulations and laws. Permits and Licenses that the Contractor shall obtain include but are not limited to IDOT Region One Utility Permit, IDOT Individual Utility Permit Bond, and IDOT Traffic Control Authorization Request. Forms are attached and follow after the end of Section E. 2 SECTION E i i SAMPLE ONL Y(ON BANK'S STATIONARY) IRREVOCABLE LETTER OF CREDIT Application Tracking#: BENEFICIARY PERMIT APPLICANT County of DuPage (Company) c/o Division of Transportation (Address) 421 N. County Farm Road (City/State/Zip) Wheaton, IL 60187-2553 (Contact/Title) (Phone) AMOUNT: EXPIRATION DATE: *** Dear Sir/Madam: We hereby establish in your favor our Irrevocable Standby Letter of Credit # ,:which is available for negotiation for your drafts at sight, drawn on us, and bearing the clause "Drawn under Bank, Letter of Credit# ", and accompanied by: An officially signed statement by the County of DuPage reading to the effect that, in connection with gene improvements) in/on/upon/along (County Highway Route Name and Number) not all public improvements have been satisfactorily completed within the time permitted and/or to the requirements/conditions of the permit and the approved engineering plans/specifications. Except as otherwise specified herein, this Letter of Credit is subject to the Uniform Customs and Practice for Documentary Credits(2007 Revision), International Chamber of Commerce Publication No. 600. Address all drafts, documentation and correspondence regarding this Letter of Credit to (Department Name/Bank Name/ Bank Address) at the above mentioned address referring specifically to our Letter of Credit # Without regard to the expiration date, this Letter of Credit shall not expire unless the County of DuPage c/o the Division of Transportation is notified in writing by registered or certified mail (return receipt requested) a minimum of ninety-(90) days prior to the expiration date of this Letter of Credit. We hereby engage with drawers and/or bonafide holders that drafts drawn and negotiated in conformity with the terms of this Letter of Credit will be duly honored on presentation. The amount of each draft must be endorsed on the reverse of this Letter of Credit by the negotiating bank. Very truly yours, President/Vice-President(Signature) President/Vice-President(Print) FOR INFORMATIONAL PURPOSES ONLY (NOT TO BE INCLUDED IN ORIGINAL LOQ: * Application tracking number assigned at time of submittal MUST be provided to ensure provision to the correct project. ** LOC Amount= minimum of 110% of contract price for all work performed within County rights-of-way based upon an engineer's probable cost estimate attached hereto or as directed by the DuPage County Engineer. *** Expiration Date=Two- (2) years from issuance of the Letter of Credit. (Highway Permit Sample_08092013.doc),rjk 08/09/2013 3 SECTION E Art. 107.27 Legal Regulations and Responsibility To Public 107.27 Insurance. The Contractor shall obtain and thereafter keep in force the following insurance coverages provided by insurance companies acceptable to the Department and authorized to transact business under the laws of the State of Illinois. The insurance companies providing coverage shall be rated in the Best's Key Rating Guide. The Department will accept companies with a rating not lower than B+ Provided the financial size category is VII or larger. Companies rated A- or better shall have a financial size category of not less than VI. Coverage limits shall be written at not less than the minimum specified in this Article. Higher minimum limits and additional coverage may be specified by a special provision elsewhere in the contract. Whether- stated in this Article or elsewhere, the Department does not warrant the adequacy of the types of insurance coverage or the limits of liability specified. (a) Workers Compensation and Employers Liability. Legal Regulations and Responsibility To Public Art. 107.27 (1) Workers compensation shall be provided according to the provisions of the Illinois Worker's Compensation Act, as amended. Notwithstanding the rating and financial size categories stated in this Article, coverage may be provided. by a group self-insurer authorized in Section 4(a) of the Act and-approved pursuant to the rules of the Illinois Department of Insurance. (2) Employers Liability. a.: Each Accident $500,000 b. Disease-policy limit $500,000 c: Disease-each employee $500,000 (b) Commercial General Liability. Required liability insurance coverage shall be written in the occurrence form and shall provide coverage for operations of the Contractor; operations of subcontractors (contingent or protective liability); completed operations;.broad form property damage and hazards of explosion, collapse and-underground; and,contractual liability. The general aggregate limit shall be endorsed on a per project basis. (1) General Aggregate Limit $2,000,000 (2) Products-Completed Operations Aggregate Limit $2,000,000 (3) Each Occurrence Limit $1,000,000 The coverage shall provide by an endorsement in the appropriate manner and form, the Department, its officers, and employees shall, be named as additional insureds with respect to the policies and any umbrella excess liability coverage for occurrences arising in whole or in part out.of the work and operations performed. The Department may accept a separate owner's protective liability policy in lieu of the Department, it's officers, and employees being insureds on the Contractor's policies. PACKET PAGE 14 OF 31 4 SECTION E (c) Commercial Automobile Liability. The policy shall cover owned, non-yawned, and hired vehicles. Bodily Injury & Property Damage Liability Limit Each Occurrence 11,000,000 (d) Umbrella Liability. Any policy shall provide excess limits over and above the other insurance limits stated in this Article. The Contractor may purchase insurance for the full limits required or by a combination of primary policies for lesser limits and remaining limits provided by the umbrella policy. All insurance shall remain in force during the period covering occurrences happening on or after the effective date and remain in effect during performance of the work and at all times thereafter when the Contractor may be.correcting, removing, or replacing defective work until notification of the date of final inspection. Termination or refusal to renew shall not be made without 30 days prior written Notice to,the Department by the insurer and the policies shall be endorsed so_as to remove any language restricting or limiting liability concerning this obligation. Certified copies of the original policies or certificate(s). of insurance by the insurer(s) issuing the policies and endorsements setting forth the coverage, limits, and endorsements shall be filed with the Department before the Department will execute the contract. A certificate of insurance shall include a statement "the coverage and limits conform to the minimums required by Article 107.27 of the Standard Specifications for Road and Bridge Construction". Any exception or deviation shall be brought to the attention of the Department for a ruling of acceptability. to no event shall any failure of the Department.to-receive policies or certificates or to demand receipt be construed as a waiver of the Contractor's obligation to obtain and keep in force the required insurance. All costs for insurance as specified herein will,be considered as included in the cost of the contract. The Contractor shall, at his/her expense and risk of delay, cease operations if the insurance required is terminated or reduced below the required amounts of coverage. Coverage in the minimum amounts set forth herein shall not be construed to relieve the Contractor from his/her obligation to indemnify in excess of the coverage according to the contract. i I f ' 1 I 4 PACKET PAGE 15 OF 31 5 SECTION E CERTIFICATE OF LIABILITY INSURANCE DATE`1/0711Y"' 11/07/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. 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). PRODUCER -Phone: CONTACT RISK MANAGEMENT SERVICES, INC. NAME: __ �_� 1234 N. Main Street I'aX. LA No. xf: A7C No E-MAIL Anytown, IL USA 11111-1111 ADDRESS: (0)800/555-55555(F)800/555-5551 INSURERS AFFORDING COVERAGE NAIC# ---- _ INSURER A:Grange Mutual Casualty Co 14060 INSURED T INSURER B;Technology Insurance Company JOHN SMITH'S PLUMBING, INC. INSURER C: ON.000 MAIN STREET INSURER D: ANYTOWN, IL USA 00000-0000 INSURER E. INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE D POLICY NUMBER MM)DONYYY MfNDD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COM0.IERCIAL GENERAL LIABILITY X ABC 12345 06/22/12 06/22/13 M IS 100,000 PREMISES Ea occurrence 5 CLAIP,IS-rvtADE Xl OCCUR MED EXP(Any one person) 5 5,000 PERSONAL&ADV INJURY s INCLUDED GENERALAGGREGP.TE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS.COMP/OP AGG $ 2,000,000 POLICY X I PRO- ,LCC I 5 AUTOMOB0.E LIABILITY I Ea accident SINGLE LIMIT 5 1,000,000 A JX AN Y AUTO X ABC 12345 06/22/12 06/22/13 BODILY INJURY(Per person) S AUTOS NED AUTOS ULED j BODILY INJURY(Per accident) $ HIRED AUTOS X NCN-OWNED PROPERTY DAMAGE S AUTOS Per accident S �Drl)�XRETENTION$ OCCUR A EACH OCCURRENCE S 2,000,000 123ABCDEF 06115/12 06/15/13 AGGREGATE $ 2,000,000 01 5 WORKERS COMPENSATION X WC STATU- TH• AND EMPLOYERS`LIABILITY 09876543 ,ORY I ITS ER B ANYPROPRIETORIPARTNER/EXECUTIVc YIN 06/22/12 06/22/13 E.L.EACH ACCIDENT $ 1,000,000 OFFICERlMEMBER EXCLUDED? ❑ NIA (Mandatory in NH} E.L.DISEASE-EA EMPLOYE $ 1,000,000 I descrihe under 1,000,000 DESCRIPTION OF OPERATIONS he!ow, E.C.DISEASE-POLICY LIMIT $ B Architect/Engineer 0987654321 06/22/12 06/22/1 Ea.Occurrence $1,000,000 Professional Liability Aggregate $2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS f VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) THE COUNTY OF DUPAGE, ITS OFFICERS AND EMPLOYEES;ARE NAMED AS ADDITIONAL INSURED AS RESPECTS FOR GENERAL AND AUTOMOBILE LIABILITY ONLY FOR ALL WORK PERFORMED BY THE INSURED WITHIN ANY DUPAGE COUNTY RIGHTS-OF-WAY. CERTIFICATE HOLDER CANCELLATION COUNTY OF DUPAGE c/o COUNT61 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE the Division of Transportation THE EXPIRATION DATE THEREOF„ NOTICE WILL BE DELIVERED IN 421 N. County Farm Road ACCORDANCE WITH THE POLICY PROVISIONS, i Wheaton, IL 60187-2553 AUTHORIZED REPRESENTATIVE i I ©1988-2010 ACORD CORPORATION. All rights reserved. I ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD I 6 SECTION E l 1. Uli!tll_ 12-217-04 (AGENT CONTACT INFO.) (INSURANCE COMPANY INFORMATION) DBS Named Insured and Address Policy Type: Commercial Umbrella JOHN SMITH'S PLUMBING, INC. Reason Issued: Renewal ON.000 MAIN STREET Policy Number: 123ABCDEF ANYTOWN, IL USA 00000-0000 Renewal of: 123ABCDEF Issue Date: 05129112 COMMERCIAL LIABILITY UMBRELLA DECLARATIONS Policy Period: From 06/15/12 To 06/15113 12:01 a.m.at the address of the Named Insured as shown above. Form of Business: CORPORATION Business Description: CABLE TV INSTALL IN RETURN FOR THE PAYMENT OF PREMIUM, AND SUBJECT TO ALL THE TERMS OF THIS POLICY, WE AGREE WITH YOU TO PROVIDE THE INSURANCE STATED IN THIS POLICY. Commercial Liability Umbrella Limits Of Insurance $2,000,000 Each Occurrence Limit $2,000,000 Personal and Advertising Injury Limit $2,000,000 Aggregate Limit (except with respect to "covered autos") f Retained Limit See Schedule of Underlying Insurance Norse Self-Insured Retention applicable to each 'occurrence" or offense which is covered by this insurance but not covered by "underlying insurance" Advance Premium: $771.00 j i Certified Acts of Terrorism: $15.00 Your Estimated Total Policy Premium Is C 5786.00 Premium does not include service charges. THIS IS NOT A BILL.Any outstanding balance due will be billed at a later date. THESE DECLARATIONS, TOGETHER WITH THE COMMON POLICY CONDITIONS, COVERAGE FORM(S), SCHEDULE(S)AND ANY ENDORSEMENT(S), COMPLETE THE ABOVE NUMBERED POLICY. I i i AGENTCOPY U79 Page I l CU241(t2-2009) CJPOLIA 7 SECTION E S . (INSURANCE COMPANY INFORMATION) EndorsementIL 03 Policy Number:ABC12345 Cancellation Privilege Notice This endorsement ebanges the policy effective on the inception date of the policy unless another date is indicated below. Endorsement effective 06/15/2012 AT 12:01 A.M.CENTRAL STANDARD TIM_E_ Named Insured JOHN SMITH'S PLUMBING, INC. Countersigned by 4 (Authorized Representative) SCHEDULE Name and Address of Person or Organization to Receive Notice of Cancellation: COUNTY OF DUPAGE c/o the Division of Transportation 421 N.County Farm Road Wheaton, IL 60187-2553 A. If we cancel this policy, we will mail to the person or organization named in the Schedule of this endorsement,written notice of cancellation at least 30 days before the effective date of cancellation. B. If you cancel this policy, we will mail to the person or organization named in the Schedule of this endorsement,written notice of cancellation. I I i IK704(3-89) ` i l 8 SECTION E Endorsemept BP 133 Policy Number: ABC12345 ADDITION)kL LNSURE1) -OWNERS,LESSEES OR'CONTRACTORS-SCHEDULED PERSON OR ORGANIZATION THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. a. Your acts or omissions; or This endorsement modifies insurance provided b. The acts or omissions of those acting on your under the following: behalf; BUSINESSOWNER$COVERAGE FORM in the performance of your ongoing operations for the additional insured(s) at the location(s) SCHEDULE- designated above. Name Of Additional Insured Person(s) Or With respect to the insurance afforded to these Organization(s): additional insureds, the following additional exclusions apply: COUNTY OF DUPAGE, it's officers and employees, c/o the Division of Transportation This insurance does not apply to "bodily 421 N.County Farm Road injury" or "property damage" occurring after Wheaton, IL 60187-2553 a. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than Location(s) Of Covered Operations: service,maintenance or repairs) to be performed by or on behalf of the additional Work performed within the Du Page insured(s) at the location of the covered operations has been completed; or i County rights-of-way. b. That portion of"your work" out of which the injury or damage arises has been put to its intended use by any person or ' organization other than another contractor *Information required to complete this Schedule, or subcontractor engaged in performing will be shown in the Declarations. operations for a principal as a part of the same project. The following is added to Paragraph C.Who Is An Insured in Section It -Liability: 4. Any person(s) or organization(s) shown in the Schedule is also an additional insured, but only with respect to liability for "bodily injury", "property damage" or"personal and advertising injury" caused, in whole or in part, by: f Includes copyrighted material of Insurance Services Office,Inc.,with its permission. M042 (4-2008) i 9 SECTION E Contractor's Letterhead Date: Mr. Christopher C. Snyder, P.E. County Engineer DuPage County Division of Transportation 421 N. County Farm Road Wheaton, IL 60187-2553 (630)407-6900—Phone (630)407-6901 - Fax Re: Insurance Acknowledgment/Agreement Dear Mr. Snyder: As the authorized signatory of(Name of Organization), (Name of Representative) agrees as follows: (Name of Representative) will immediately notify the County of DuPage through the Division of Transportation(County) if any insurance required under the above referenced highway permit application has been cancelled,materially changed,or renewal has been refused, and(Name of Organization)shall immediately suspend all work in progress and take the necessary steps to purchase,maintain and provide the required insurance coverage. If a suspension of work should occur due to insurance requirements, upon verification by the County of the required insurance coverage, the County shall notify(Name of Representative)that(Name of Organization) can proceed with the work. Failure to provide and maintain the required insurance coverage could result in the immediate cancellation of the permit issued for the work and Name of Organization shall accept and bear all costs that may result due to (Name of Organization)'s failure to provide and maintain the required insurance. Very truly yours, Name: (Signature) Name: (Print) Title: 10 SECTION E Section F Statement of Contractor's Qualifications All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Contractor may submit any additional information he or she desires. 1. Name of Contractor: CCY12 Gem e� S -J tGf C 2. Permanent main office address: �' M-e �►v 3. When organized: R, -� 4. If a corporation, where incorporated: 5. How many years have you been engaged in the contracting business under your present firm or trade name: 404- 6. Contracts on hand: (Schedule these, showing amount of each contrast and the appro 'ate anticipated dates of completion�l'�Q C3F_� '�00G� C n 7. General character of work performed by your company: g t2 lg t COz�1`4 c 8. Have you ever defaulted on a contract: 9. List, on an attached sheet, the more important projects recently completed by your company, stating the approximate cost for each, and the month and year completed. Include a contact person and phone #for each. 10. List your major equipment available for this contract. al3t aJ()• 944 ,L . 2,®I a C 5-e '30 (c0 ,—N-001 ac )n or 11. Ex erien e�;ork s'milar in importa�e to this pro ct: Vtcoyl- l 0� r 12. Background and experience of the principal members , of your organization, including the officers. ` 13. Credit available. SECTION F 14. Bank reference: Tisi--ATre-'r tc, �6� Ir—, 15. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the Village of Oak Brook: `It-F�2 16. The undersigned hereby authorizes and requests any person, firm, or corporation to furnish any information requested by the Village of Oak Brook in verification of the recitals comprising this Statement of Contractor's Qualifications. DATED a L flwoois this day of 2014. By: Title STATE OF ILLINOIS ) ) SS. COUNTY OF IDLAPI,�Q ) t.0 U►� (- be' g duly sworn deposes and says that he is the W n hiethat the answers to the foregoing questions and all statements tfierein contained are true and correct. SUBSCRIBED and sworn to before me thisa day of 2014. g EDNota Pu nois 6, 2015 2 SECTION F J. CONGDON SEWER SERVICE INC. 170-A ALEXANDRA WAY CAROL STREAM.IL 60188 PHONE(630)510-2434 FAX(630)510-9255 FREDY'S LANDSCAPING LANDSCAPING 5411 ROUTE 12 RICHMOND,IL 60071 815 678-2459 WALLACE PAVING PAVING 400 E.NORTH AVE. #2 STREAMWOOD,IL 60107 847 697-7283 IMPRESSIVE CONSTRUCTION,INC. CONCRETE 728 NORTH HARVARD VILLA PARK,IL 60181 630 834-9900 AVANTI ENTERPRISES TRUCKING 367 ROHLWING ROAD ADDISON,IL 60101 630 495-1200 KIEFT BROS SEWER MATERIAL 837 S.RIVERSIDE ELMHURST,IL 60126 630 832-8090 HD SUPPLY WATER MAIN MATERIALS 220 S WESTGATE CAROL STREAM,IL 60188 630 665-1800 TSI TRAFFIC CONTROL 2260 SOUTHWIND BLVD BARTLETT,IL 60103 630 497-3478 VULCAN MATERIALS STONE 1000 E.WARRENVILLE RD NAPERVILLE,IL 60563 630 955-8500 Section G References Bidder shall supply the following information listing at least five customers for which the bidder has supplied a similar type of commodities, service, or construction. 1. Company Name: Address: Phone #: Contact: 2. Company Name: Address: Phone #: Contact: 3. Company Name: Address: Phone #: Contact: 4. Company Name: Address: Phone #: Contact: 5. Company Name: Address: Phone #: Contact: 1 SECTION G 6. Company Name: Address: Phone #: Contact: 7. Company Name: Address: Phone #: Contact: 8. Company Name: Address: Phone #: Contact: 9. Company Name: Address: Phone #: Contact: 10. Company Name: Address: Phone #: Contact: 2 SECTION G Section H Bid Certification The undersigned, being first duly sworn an oath, deposes and states that he has the authority to make this certification on behalf of the bidder for the construction, product, commodity, or service briefly described as follows: "2014 Water Main Project" (A) The undersigned certifies that, pursuant to Chapter 720, Section 5/33E of the Illinois Compiled Statutes, 1993, the bidder is not barred from bidding on this contract as a result of a conviction for the violation of State of Illinois laws prohibiting bid-rigging or bid-rotating. (B) The undersigned states under oath that, pursuant to Chapter 65, Section 5/11-42.1- 1 of the Illinois Compiled Statutes, 1993, the bidder is not delinquent in the payment of any tax administered by the Illinois Department of Revenue. (C) The undersigned certifies that, pursuant to Chapter 775, Section 5/2-105. of the Illinois Compiled Statutes, 1993, the bidder has a written sexual harassment policy in place including the following information: 1. An acknowledgment of the illegality of sexual harassment. 2. The definition of sexual harassment under State law. 3. A description of sexual harassment, utilizing examples. 4. The contractor's internal complaint process including penalties. 5. The legal recourse, investigative and complaint process available through the Illinois Department of Human Rights and the Human Rights Commission. 6. Directions on how to contact the Department or the Commission. This business firm is: (check one) V/ Corporation Partnership Individual Firm Name: J. CONGDON SEWER SERVICE, INC Address: _ 170-A ALEXANDRA WAY CAROL STREAM, IL 60188 City, State, ZIP: Signature: Name Printed: V Lc-by- C-1-e SECTION H Title- C � Telephonekt??,-O--��—kO c k4'� Date: 32-3—) 4 ATTEST: r .,. UZZ -SEAL- � y , SUBSCRIBED AND SWORN TO .lD' before me this c= day 0° Seal OFFICIAL SEAL •°• GINA FERRAllLIOLO Notary Pu IIC Notary Public- State of Illinois o• co') My Commission Expires Jan 26, 2015 2 SECTION H Section I Contract 2014 Water Main Project 1. THIS AGREEMENT, made and concluded this SI~ day of r 2014, between the Village of Oak Brook, a municipal corporation, acting y and through its President and Board of Trustees, known as VILLAGE, and (.-P-rvta- his executors, administrators, successors or assigns, known as CONTRA TOR. 2. WITNESSETH: That for and in consideration of the payments and agreements mentioned in the Bid hereto attached, to be made and performed by the VILLAGE, and according to the terms expressed in the Bond (if applicable) referring to these presents, the CONTRACTOR agrees, at their own proper cost and expense, to do all work, furnish all materials and all labor necessary to complete the work in accordance with the plans and specifications hereinafter described, and in full compliance with all of the terms of this Contract. 3. And it is also understood and agre d that the a tire Bid Package hereto attached, approved by the VILLAGE this day of , 2014, are all essential documents of this contract and are a part hereof. 4. IN WITNESS WHEREOF, the said parties have executed these presents on the above mentioned date. ATTEST: VILLAGE O , OAK BROOK 010 By Village Clerk t Village President ATTEST: Corporate Name Y Secretary Contractor SECTION I Partners doing Business under (If a Co-Partnership) the firm name of Party of the Second Part .(If an Individual) Party of the Second Part 2 SECTION I SEXUAL HARASSMENT CERTIFICATE ©+'lCdCY1tt� �U l i lYlereinafter referred to as "Contractor" having submitted a bid/bid for ag t4 \NN P,,-o tech- to the Village of Oak Brook, DuPage/Cook Counties, Illinois, hereby certifies that said Contractor has a written sexual harassment policy in place in full compliance with 775 ILCS 5/2-105(A)(4) including the following information: 1. An acknowledgment of the illegality of sexual harassment. 2. The definition of sexual harassment under State law. 3. A description of sexual harassment, utilizing examples. 4. The contractor's internal complaint process including penalties. 5. The legal recourse, investigative and complaint process available through the Illinois Department of Human Rights and the Human Rights Commission. 6. Directions on how to contact the Department or the Commission. 7. An acknowledgment of protection of a complaint against retaliation as provided in Section 6-101 of the Human Rights Act. Each contractor must provide a copy of such written policy to the Illinois Department of Human Rights upon request. By: Authorized Agent of Contractor Subscribed and swo1r1 to before me this`���d'ay OFFICIAL.SEAL of 1 ' 1�C , 20 GINA FERRAllUOLO N®tart'Public-State of Illinois My Commission Expires Jan 26,2p15 Notary Public 3 SECTION I CONTRACTOR'S CERTIFICATIONS (CONTRACT EXECUTION) vc4-a, A. &°e�r;a'a4, having executed a contract forJ CC,t d(l_ Se m(vV4 ff the VILLAGE, hereby certifies that said contractor is not barred from executing said contract as a result of a violation of either Section 5/33E-3 or 5/33E-4 of Chapter 720 of the Illinois Compiled Statutes. (DRUG-FREE WORKPLACE) Contractor deposes, states and certifies it will provide a drug free workplace by complying with Section 3 of the Illinois Drug Free Workplace Act, being 30 ILCS 580/3. AttestNVitness: Contractor By: `� By: - Name of Contractor's Executing Officer Title: Qn_-et Cie()t Title: _mss 1,,0 6A1 Title of Contractor's Executing Officer Subscribed and Sworn to before me this c)O�day of r(Y1aj\_C� , 2014. My Commission Expires: 1- -� Notary Public OFFICIAL SEAL - AL- GINA FERRAllt10LO Notary Public - State of Illinois My Commission Expires Jan 26, 2015 4 SECTION I PREVAILING WAGE AFFIDAVIT I, .0-era/'J t (name of signatory), on oath hereby state and certify thatj_ ( me�of'�ontractor), pursuant to a Contract dated r 2014, with the Village of Oak Brook for the Project, has complied and will comply with all laws, including those relating to the employment of labor, the payment of the current general prevailing rate of hourly wages for each craft or type of worker or mechanic needed to execute the Contract or perform such work, and also the current general prevailing rate for legal holiday and overtime work, as ascertained by the Illinois Department of Labor for DuPage County, Illinois, and those prevailing rates are paid and shall be paid for each craft or type of worker or mechanic needed to execute the aforesaid Contract or to perform such work � SQ*,VP&fVt4p (name of Contractor) has also complied and will comply with all record keeping requirements established in the Prevailing Wage Act (820 ILCS 130/0.01, et seq. CONT CTOR: By: U. Title: SUBSCRIBED_ ND SWORN TO BEFORE OFFICIAL SEAL ME THI AY OF Q-� , 2014 FNotary GINA FERRAllLIOLO Public - State of Illinois mission Expires Jan 26, 2015 NOTARY PUBLIC 01�n 5 SECTION I CERTIFICATION OF PAYROLL RECORDS I,�14 tc*or (3 (name of person exeffting this certificate), do hereby certify that I am the duly qualified and acting r_.s t 4-e_� (title) for ,C(>ACVjLy1 of contractor) and, as such, am authorized to certify payroll records as tru q d accurate for such company in accordance with the requirements of Section 5 of the Prevailing Wage Act (820 ILCS 130/5) (the "Act"). I do hereby further certify that the following document is a true and accurate copy of the records of all laborers, mechanics, and other workers employed by .! .cog don of contractor) on the 2014 Water Main Project (the "Project") for the Village of Oak Brook (the "Village"), including each such worker's name, address, telephone number, social security number, classification or classifications; and the hourly wages paid in each pay period, hours worked each day, and the starting and ending times of work each day for each such worker on such Project. I do hereby further certify that the hourly rate paid to each worker is not less than h e eral prevailing rate of hourly wages required by the Act, and that Lev t ° name of contractor), and I on behalf of such contractor, are fully aware that filing a &tified payroll that we know to be false is a Class B misdemeanor. I further certify that upon two (2) business days' notice, if requested, we and any subcontractor hired by us shall make available for inspection the records required in the Act to the District, its officers and agents, and to the Director of Labor, his deputies and agents, at reasonable hours at a location within the State of Illinois. Date: 0,PpL a-1 , , 2014 -. -Cow CAQ n S�.Ue r- (Name of Contractor) (Signature) Ge'r C3,r �. (P ' ted Name) (Title) Subscribed and sworn to before me ECommission AL SEAL this L Stay of �, 20 RAllUOLO State of Illinois xpires Jan 26,2 115 Notary Public 6 SECTION I ,P- Section J Contract Bond 2014 Water Main Project Bond # HGMW-10-238-0201 Subject to Adjustment Based on Final Contract Price We, J. Congdon Sewer Service, Inc. as PRINCIPAL, and Hudson Insurance Company , as SURETY, are held and firmly bound unto they Village of Oak Brook (hereafter referred to as "VILLAGE") in the pens{ sum Of One Mi lion Two Hundred Nineteen ($ 1,219,252.00 ), lawful money of the United States, well and tftilf 4 paid unto said VILLAGE, for the payment of which we bind ourselves, our heirs, executors, administrators, successors, jointly to pay to VILLAGE this sum under the conditions of this instrument. WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that, the said Principal has entered into a written contract with the Village acting through its awarding authority for the above stated project, which contract is hereby referred to and made a part hereof, as if written herein at length, and whereby the said Principal has promised and agreed to ep rform said work in accordance with the terms of said contract, including, but not limited to the term requiring the payment at the prevailing rate of hourly wages, and has promised to pay all sums of money due for any labor, materials, apparatus, fixtures or machinery furnished to such Principal for the purpose of performing such work and has further agreed to pay all direct and indirect damages to any person, firm, company, or corporation suffered or sustained on account of the performance of such work during the time thereof and until such work is completed and accepted, except as modified by the Guarantee section of the Bid; and has further agreed that this bond shall inure to the benefit of any person, firm, company or corporation, to whom any money may be due from the Principal, subcontractor or otherwise, for any such labor, materials, apparatus, fixtures or machinery so furnished and that suit may be maintained on such bond by any such person, firm, company, or corporation, for the recovery of any such money. NOW, THEREFORE, if the said Principal shall well and truly perform said work in accordance with the terms of said contract, and shall pay all sums of money due or to become due for any labor, materials, apparatus, fixtures or machinery furnished to him for the purpose of performing such work, and shall commence and complete the work within 1 SECTION J the time prescribed in said contract, and shall pay and discharge all damages, direct and indirect, that may be suffered or sustained on account of such work during the time of the performance thereof and until the said work shall have been accepted, and shall hold VILLAGE harmless on account of any such damages and shall in all respects fully and faithfully comply with all the provisions, conditions, and requirements of said contract, then this obligation to be void; otherwise to remain in full force and effect. IN TESTIMONY WHEREOF, the said PRINCIPAL and the said SURETY have caused this instrument to be signed by their respective officers this 16th day of T April , �a�gSVVER PRINCIPAL J. Congdon Sewer 0.- Corp. Service, Inc. (Corn any Name) (Company Name) Seal By: By: ®ems (Signature) (Signature) co°F 1, (Title) (Title) (If PRINCIPAL is a joint venture of two or more contractors, the company names and authorized signatures of each contractor must be affixed.) SURETY Hudson Insurance Company By:_ (Name of Surety) (Signature of Attorney in Fact) Robert H. Walker 2 SECTION J s State of Illinois ) ) SS' County of will ) I, Brandie Catlin , a Notary Public in and for said county, do hereby certify that and Robert x walker (names of individuals signing on behalf of Principal and Surety) who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of PRINCIPAL and SURETY, appeared before me this day in person and acknowledged respectively, that they signed and delivered said instrument as their free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this 16th day of April , 2014. Notary Public �••e•e„eee.e•••••••••e•••e•; e OFFICIAL SEAL" My commission expires: BRANDIE CATLIN 2 e Notary Public,State of Illinois • 03/31/2018 ;My Commission Expires 03131/2018; eeeee•e•e•eeeeeeese•eeoese•e 3 SECTION J HGMW-10-238-0201 AMIL HUDSON INSURANCE GROUP` POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That HUDSON INSURANCE COMPANY,a corporation of the State of Delaware,with offices at 100 William Street,New York,New York, 10038,has made,constituted and appointed,and by these presents,does make,constitute and appoint Kevin J.Scanlon,Robert H.Walker,Richard L.McWethy,Gary A.Eaton,Jr. Of the State of Illinois its true and lawful Attorneys}in-Fact,at New York,New York,each of them alone to have full power to act without the other or others,to make, execute and deliver on its behalf,as Surety,bonds and undertakings given for any and all purposes,also to execute and deliver on its behalf as aforesaid renewals,cxtensions,agreements,waivers,consents or stipulations relating to such bonds or undertakings provided,however,that no single bond or undertaking shall obligate said Company for any portion of the penal sum thereof in excess of the sum of Ten Million Dollars (SI0,000,000.00). Such bonds and undertakings when duly executed by said Attorney(s)-in-Fact,shall be binding upon said Company as fully and to the same extent as if signed by the President of said Company under its corporate seal attested by its Secretary. In Witness Whereof,HUDSON INSURANCE COMPANY has caused these presents to be of its Executive Vice President thereuato duly t qn this 8th day of April .2014 at New York,New York. HUDSON INSURANCE COMPANY 1918 t Attest BY " ..... ................ Dins kakis Cbristopber T.Suarez Corporate Secretary Executive Vice President STATE OF NEW YORK COUNTY OF NEW YORK. SS. On the g d. day of April 20 14 before me personally came Christopher T.Suarez to me known,who being by me duly sworn did depose and say that he is an Executive Vice President of HUDSON INSURANCE COMPANY,the corporation described herein and which executed the above instrument,that he knows the seal of said Corporation,that the seal affixed to said instrument is such eorp to seal,then it was an affixed by order of the Board of Directors of said Corporation,and,t�gtW ti) �is name thereto by like order. (Notarial Seal) 14 A MORPH `• $� . Notary Public,State of ork Ma 01 t 06067553 A*f tpll ' Qualified in Nassau County z _,• Commission Expires December 10,2017 s �AlIF1� ' %y, •' u•••..� �`� CERTIFICATION COUNTY of NEw voRx The undersigned Dins Daskalakh hereby certifies: That the original resolution,of which the following is a true and correct copy,was duly adopted by unanimous written consent of the Board of Directors of Hudson Insurance Company dated July 27*.2007,and has not since been revoked,amended or modiftad: "RESOLVED,that the President,the Executive Vice Presidents,the Senior Vice Presidents and the Vice Presidents shall have the authority and discretion,to appoint such agent or agents,or attorney or atlomeys-in-fact,for the purpose of carrying on this Company's surety business,and to empower such agent or agents,or anorney or aitomeys-in-fact,to execute and deliver,under this Company's seal or otherwise,bonds obligations,and recognizances,whether made by this Company as surety thereon or otherwise,indemnity contracts,contracts and certificates,and any and all other contracts and undertakings made in the course of this Company's surety business,and renewals,extensions,agreements,waivers,consents or stipulations regarding undertakings so made;and FURTHER RESOVVED,that On signature of any such Officer of the Company and the Company's seal may be affixed by facsimile to any power of attorney or certification given for the execution of any bond,undertaking,recognizance,contract of indemnity or other written obligation in IM nature thereof or related thereto,such signature and seal when so used whether heretofore or hereafter,being hereby 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 et'feet as though manually afixed." THATtht above and foregoing is a full,true and correct copy of Paver of Attoney issued by said Company,and of the whole of thie original and that the said Fcwer cr Attonrey,is%th0 in full fora and effect and has not been revoked,and furthermore that the Resolution of the Board of Directors,set forth in the said Po naneyis now intora. a, ss the haul of the undersigned and the sea)of said Corporatist this 16th day of April ,20 j L�. 191b r ten Dina Daskalakis,Corporate Secretary Form PerfA 10 8 2010(v1) Section J Contract Bond 2014 Water Main Project Bond # Subject to Adjustment Based on Final Contract Price We, as PRINCIPAL, and , as SURETY, are held and firmly bound unto the Village of Oak Brook (hereafter referred to as 'VILLAGE") in the penal sum of Dollars ($ ), lawful money of the United States, well and truly to be paid unto said VILLAGE, for the payment of which we bind ourselves, our heirs, executors, administrators, successors, jointly to pay to VILLAGE this sum under the conditions of this instrument. WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that, the said Principal has entered into a written contract with the Village acting through its awarding authority for the above stated project, which contract is hereby referred to and made a part hereof, as if written herein at length, and whereby the said Principal has promised and agreed to ep rform said work in accordance with the terms of said contract, including, but not limited to the term requiring the payment at the prevailing rate of hourly wages, and has promised to pay all sums of money due for any labor, materials, apparatus, fixtures or machinery furnished to such Principal for the purpose of performing such work and has further agreed to pay all direct and indirect damages to any person, firm, company, or corporation suffered or sustained on account of the performance of such work during the time thereof and until such work is completed and accepted, except as modified by the Guarantee section of the Bid; and has further agreed that this bond shall inure to the benefit of any person, firm, company or corporation, to whom any money may be due from the Principal, subcontractor or otherwise, for any such labor, materials, apparatus, fixtures or machinery so furnished and that suit may be maintained on such bond by any such person, firm, company, or corporation, for the recovery of any such money. NOW, THEREFORE, if the said Principal shall well and truly perform said work in accordance with the terms of said contract, and shall pay all sums of money due or to become due for any labor, materials, apparatus, fixtures or machinery furnished to him for the purpose of performing such work, and shall commence and complete the work within 1 SECTION J the time prescribed in said contract, and shall pay and discharge all damages, direct and indirect, that may be suffered or sustained on account of such work during the time of the performance thereof and until the said work shall have been accepted, and shall hold VILLAGE harmless on account of any such damages and shall in all respects fully and faithfully comply with all the provisions, conditions, and requirements of said contract, then this obligation to be void; otherwise to remain in full force and effect. IN TESTIMONY WHEREOF, the said PRINCIPAL and the said SURETY have caused this instrument to be signed by their respective officers this day of , 2014. PRINCIPAL (Company Name) (Company Name) By: By: (Signature) (Signature) (Title) (Title) (If PRINCIPAL is a joint venture of two or more contractors, the company names and authorized signatures of each contractor must be affixed.) SURETY By: (Name of Surety) (Signature of Attorney in Fact) 2 SECTION J State of Illinois ) ) SS. County of ) a Notary Public in and for said county, do hereby certify that (names of individuals signing on behalf of Principal and Surety) who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of PRINCIPAL and SURETY, appeared before me this day in person and acknowledged respectively, that they signed and delivered said instrument as their free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this day of 2014. Notary Public My commission expires: 3 SECTION J 1W Wang - I North Main Street Lombard,Illinois 60148 En_ginjeae'/Tny Phone(630)953-9928 www.wangeng.com January 31, 2014 To: Mr.Nicholas Orf, P.E. Thomas Engineering Group, LLC 55 W. 22nd Street, Suite 300 Lombard, IL 60148 Re: Geotechnical Investigation and Preliminary Environmental Assessment York Woods and Harger Road Water Main Replacement Project Oak Brook, DuPage County, Illinois Wang No. 708-07-01 Dear Mr. Orf: Wang Engineering, Inc. (Wang) is pleased to present the results of our subsurface investigation, laboratory testing, and geotechnical evaluations for the York Woods Community and Harger Road Water Main Replacement Projects in Oak Brook, DuPage County, Illinois. On the USGS Hinsdale 7.5 Minute Quadrangle map, the York Woods project area spans the west 1/2 of Section 25 and the Harger Road project site lies in the south east 1/4 of section 23 of Tier 39 North, Range 11 East of the Third Principal Meridian.A Site Location Map is presented as Exhibit 1. Wang understands the Village of Oak Brook intends to replace approximately 5,540 feet of water main within the York Woods Community, and approximately 300 feet of water main on Harger Road near the Spring Road intersection. The new pipe inverts are anticipated to be between 4.0 and 5.0 feet below ground surface (bgs); the trench depth will be approximately 5.0 to 6.0 feet bgs. The purpose of our investigation was to determine the existing pavement structure and thickness, characterize the site soil and groundwater conditions, provide recommendations for the waterline installation and pavement resurfacing, and to perform a preliminary site environmental assessment. Field and Laboratory Investigations The subsurface investigation was performed by Wang between December 23, 2013 to January 15, 2014. The investigation consisted of five soil borings; four within the York Woods community (designated RB) and one on Harger Road(designated HRB). The borings were drilled to 10 feet below the pavement structure. The northing, easting, and elevation of as-drilled boring locations were Geoteclnical Constritction Environmental SECTION K Quality Engineering Services,Since 1982 Oak Brook Water Main Wang No.708-07-01 , Wang January 24,2014 Engineering surveyed by Wang using a mapping-grade Trimble GeoXH GPS. The boring locations are shown in the Boring Logs(Appendix A) and in the Boring Location Plans(Exhibit 2-land 2-2). A truck-mounted drill rig, equipped with hollow stem augers, was used to advance and maintain an open borehole. Soil was sampled continuously in conformance with AASHTO T 206, "Penetration Test and Split Barrel Sampling of Soils." Field boring logs were prepared and maintained by a Wang field geologist included lithological descriptions, visual-manual soil classifications, results of pocket penetrometer and Rimac unconfined compressive strength testing, and Standard Penetration Test (SPT) results recorded as blows per 6 inches of penetration. The Wang field geologist also inspected each soil sample for staining, odor or other signs of contamination. Soil samples were monitored in the field for total organic vapors using a calibrated photo-ionization detector (PID). PID readings are shown in Appendix A, Boring Logs and summarized in Table 1 (Summary of Environmental Sampling and PID Readings). The soils were described and classified according to Illinois Division of Highways (IDH) Textural Classification system. Groundwater observations were made during and at the completion of drilling operations. The field logs were finalized after verifying the field visual classifications against the laboratory test results. All soil samples were tested in the laboratory for moisture content (AASHTO T-265). Atterberg limits (AASHTO T 89/T 90) and particle size (AASHTO T 88) analyses were performed on selected samples. Laboratory test results are shown in the Boring Logs (Appendix A) and in Laboratory Test Results(Appendix B). Environmental sampling was performed in accordance with SW 846 Method 5035. Soil samples were labeled and sealed in analytical laboratory provided containers, placed in an ice-filled cooler, and submitted under chain-of-custody to First Environmental Laboratory, Inc. of Naperville, Illinois (IL EPA Accreditation#100292). The selected soil samples were analyzed for Volatile Organic Compounds (VOCs, IL EPA Method 5035A/8260B), Semi VOCs (Method 8270C), Polychlorinated Biphenyls (PCBs, Method 8081A/8082), Total Metals (Method 601013), and pH (Method 9045C). A summary table of the 2 SECTION K Oak Brook Water Main lw Wang No.708-07-01 Wang January 24,2014 Ehyineering laboratory results, showing only the concentrations above the Practical Quantitation Limit (PQL), is provided in Appendix B. The concentrations are expressed on a dry unit weight basis. The complete laboratory analytical report is attached as Appendix C. Results of Subsurface Investigation As previously mentioned, the trench excavation depth is expected to range from 5.0 to 6.0 feet. The results of our geotechnical field and laboratory investigations are described below for each alignment and Table land Table 2 summarize the results of the subsurface investigation and pavement core investigation, respectively. Detailed descriptions of the soil and groundwater conditions encountered during the subsurface investigation are presented in the attached, Boring Logs (Appendix A). Please note that strata contact lines represent approximate boundaries between soil types. The actual transition between soil types in the field may be gradual in horizontal and vertical directions. Exhibits 3-1 through 3-12 present laboratory and field photographs of the recovered pavement core specimens. York Woods -Dover Drive The subsurface conditions along the length of Dover Drive were investigated by means of 2 pavement cores (PC-01 and PC-02) and one soil boring (RB-01). The thickness of the asphalt pavement observed at the three points measured between 5.75 and 6.00 inches; crushed stone base course underlies the pavement and measured 4.00 inches in thickness at the RB-01 location. The subgrade soils consist of very stiff to hard brown and gray silty clay. Within the sampling depth, results of unconfined compressive strength tests (Qu) ranged from 4.00 to 6.15 tsf (4.57 tsf on average); results of natural moisture content determination (MC) ranged from between 16 and 19% (17.8% on average). Laboratory testing revealed a liquid limit (LL) of 34%, a plastic limit (PL) of 19%, and an AASHTO designation of A-6 (12). York Woods -Windsor Drive Windsor Drive's subsurface conditions were investigated between York Road and Sheffield Lane by means of 3 pavement cores (PC-03 to PC-05) and one soil boring (RB-02). The thickness of the asphalt pavement observed at the four openings measured between 4.50 and 7.00 inches; crushed stone base course underlies the pavement and measured 3.00 inches in thickness at RB-02. The subgrade soils consist of very stiff to hard brown and gray silty clay. Within the sampling depth, Qu results ranged from 3.03 to 8.45 tsf(5.97 tsf on average) and MC ranged from between 15 and 18% (17.0% on average). 3 SECTION K Oak Brook Water Main Wang No.708-07-01 `W Wang January 24,2014 Engineering York Woods -Bradford Lane Five pavement cores (PC-06 and PC-10) and two soil borings (RB-03 and RB-04) were completed along Bradford Lane between Windsor Drive and Sheffield Road. From Windsor Drive to approximately 400 feet south of the Sheffield Lane intersection, pavement thickness measured between 5.75 and 6.00 inches in thickness and was underlain by 4.25 to 6.00 inches of a cemented asphaltic base. The cemented base was largely recoverable by coring and the samples are included in the core photographs. A notable change in the pavement structure was observed in the two openings located within 400 feet of Sheffield Lane. RB-04 and PC-10 both encountered 8.00 inches of asphalt pavement over crushed stone base course. The thickness of the crushed stone base course was measured to be 4.00 inches in thickness at Boring RB-04. The subgrade soils beneath Bradford Lane pavement structure were found to consist of very stiff to hard, brown and gray silty clay. Within the sampling depth, Qu results ranged from 2.59 to 9.27 tsf(5.58 tsf on average); MC results ranged from between 17 and 22% (17.9% on average). Laboratory testing revealed the subgrade soils have a LL of 37%, a PL of 20%, and an AASHTO designation of A-6 (16). Harger Road The subsurface conditions along the length of Harger Road were investigated by means of 2 pavement cores (HPC-01 and HPC-02) and one soil boring (HRB-01). The thickness of the asphalt pavement measured between 5.50 and 6.50 inches; crushed stone base course underlies the asphalt pavement and measured 18.00 inches in thickness at HRB-01. The base course was found to be saturated. Below the base course, Boring HRB-01 encountered a 2-foot thick layer of brown and dark gray silty clay fill having a Qu of 1.15 tsf and a somewhat elevated MC of 32%. Atterberg limit testing performed on the fill soils returned a LL of 48%, a PL of 23% and a designation of A- 7-6 (22). Native, silty clay was encountered at 4 feet bgs, and the Qu increased with depth from 1.23 to 4.02 tsf(2.32 tsf on average) and MC values of 20 to 35% (26% on average). None of the boreholes encountered groundwater during the drilling operation. We are of the opinion the groundwater is deep seated; however, perched water may be encountered in the granular base course below the pavement as uncovered in Boring HRB-01. 4 SECTION K Oak Brook Water Main Wang No.708-07-01 1W Wang January 24,2014 Engineering Table 1: Summary of Subsurface Investigation Results Existing Foundation Qu 5' N 6) MC" LL 8> PU Granular Surface Distribution Brig Location (inches) Soils AC " BC Z' (tsf) (Blows/ft) (%) 2.2%G; Dover 3.12- 13.1%Sa; RB-01 Drive 6 4 Cohesive 6.15 16-22 16-19 34 19 52.9%Si; 31.8%C.4) RB-02 Windsor 7 3 Cohesive 3.03- 17-26 15-18 -- -- -- Drive 8.45 RB-03 Bradford 6 6 Cohesive 4.34- 18-25 15 - - -- Lane 8.45 1.2%G; RB-04 Bradford 8 4 Cohesive 2'59 14-22 17-19 37 20 8.1%Sa; Lane 9.27 56.5%Si; 34.2%C.4) 5.9%G; HRB-01 Harger 6 18 Cohesive 1.15- 2-13 20-35 48 23 9.8%Sa; Road 4.02 47.7%Si; 36.6%C.al Note: "AC=asphalt concrete;2)BC=base course;3'1 to 11 feet bgs at boring location;;'G=Gravel,Sa=Sand,Si=Silt,and Clay;"Qu=unconfined compressive strength; 6'N=SPT N-value;"MC=moisture content;a>LL=liquid limit; 9'PL=plastic limit; Table 2: Summary of Pavement Coring Investigation Results Pavement Structure Thickness Core ID Location (inches) Base Course Type AC " BC Z) PC-01 Dover Drive 5.75 Not determined 3) Crushed Stone PC-02 Dover Drive 6.75 Not determined 3) Crushed Stone PC-03 Windsor Drive 4.5 Not determined 3) Crushed Stone PC-04 Windsor Drive 5.75 5 Cemented Base PC-05 Windsor Drive 6.00 4.25 Cemented Base PC-06 Bradford Lane 5.00 5.5 Cemented Base PC-07 Bradford Lane 5.75 Not fully recovery Cemented Base PC-08 Bradford Lane 8.00 Not determined 3) Crushed Stone PC-09 Bradford Lane 6.50 Not determined 3) Not determined PC-10 Bradford Lane 5.50 Not determined 3) Crushed Stone HPC-01 Harger Road 5.75 Not determined 3) Crushed Stone HPC-02 Harger Road 6.00 Not determined 3) Crushed Stone Note: "AC=asphalt concrete;Z'BC=base course; 3'At pavement core locations unconsolidated base course was observed for composition only,not recoverable by coring 5 SECTION K Oak Brook Water Main Wang No.708-07-01 vwwanq January 24,2014 Engineering The results of the environmental investigation are attached (Appendix C) and are detailed in the Preliminary Environmental Assessment section. Engineering Analysis and Recommendations Pavement Resurfacing No specific areas with unstable or unsuitable soils were encountered beneath areas proposed for pavement reconstruction. The geotechnical laboratory test results (see Exhibit 5) revealed that Harger Road and York Woods overly subgrade soils with a Support Rating (SSR) of FAIR (see Exhibit 4). We recommend an SSR of FAIR and IBR of 3 be used for pavement design throughout the project area. For recommended IBR values as a function of soil type see Table 4-1 of the Geotechnical Manual (IDOT, 1999) If the subbase is disturbed during pavement milling, the stability should be evaluated immediately to determine if remedial treatment is necessary. The subgrade should be observed for the amount of deflection or rutting taking place under the wheels of heavy construction equipment. Using dynamic cone penetrometer, all soft areas should be tested and evaluated according to the Subgrade Stability Manual(IDOT, 2005). Water Main Installation We understand the proposed excavation depth is expected to be approximately 5.0 to 6.0 feet and the 12-inch diameter pipe should be placed on a compacted 4-inch thick aggregate base according to Article 550.04 (IDOT 2012). Construction Considerations Trench excavations should be performed in accordance with local, state, and federal regulations. The potential effect of ground movements upon nearby utilities should be considered during construction. The trench excavation must be sloped at no steeper than 1:1.5 (V:H). For excavations deeper than 5 feet, trench protection shall be utilized according to the applicable standards for work place safety per Section 561 (IDOT 2012). Excavated materials should not be stockpiled immediately adjacent to the top of slopes, nor should equipment be allowed to operate too closely to an open excavation. If the excavation has been made deeper than necessary, the foundation shall be brought to the proper grade 6 SECTION K Oak Brook Water Main Wang No.708-07-01 1wWang January 24,2014 Engineernng by addition of well compacted bedding material per Article 550.04 (IDOT 2012). Backfilling shall be performed according to Article 561.03 (IDOT 2012). Groundwater was not observed within the boring depths of 11 feet bgs and groundwater is unlikely to cause concerns during the construction. Positive drainage should be provided during construction time, if precipitation occurs, and the water that accumulates in our excavation should be removed with sump pump method. Any soil allowed to soften in standing water should be removed and replaced with structural fill material. Preliminary Environmental Assessment In an effort to anticipate the type and mode of soil disposal that will be necessary during construction, Wang screened for the presence of volatile organic compounds (VOC) in split-spoon soil samples using a Photo-Ionization Detector (PID) throughout the project. PID readings are shown on the boring logs (Appendix A). A summary of environmental sampling and PID readings is presented in Table 3. Table 3: Summary of Environmental Sampling and PID readings Boring ID Sampling interval for PID readings TCL Range (Sample No./Feet bgs) (ppm) RB-01 S2/3-5 0.0 to 0.2 RB-02 0.0 to 0.4 RB-03 S2/3-5 0.0 to 0.3 RB-04 0.0 to 0.2 HRB-01 S3/5-7 0.0 to 0.5 Geotechnical soil samples from the second sampling interval of Borings RB-01 and R13-03, and from the third sampling interval from HRB-01 were environmentally resampled using a field preservation kit provided by First Environmental Laboratories, Inc. (FEL). The resampling was performed in accordance with SW 846 Method 5035, by storing 5 grams of soil in 40-m1 vials with methanol and sodium bisulfate preservation and in 4-ounce glass containers. TACO Evaluation A TACO Tier 1 evaluation was performed by comparing concentrations of chemicals detected in the soil samples to the most restrictive Tier 1 Soil Remediation Objectives (SRO) for Residential 7 SECTION K Oak Brook Water Main Wang No.708-07-01 WC-1ng January 24,2014 Engineering Properties, Industrial/Commercial Properties, and Class I Groundwater Resources pursuant to 35 Ill. Adm. Code 742, Appendix A, Tables G and H, and Appendix B, Tables A, B, and C (pH specific). The results of the TACO Tier 1 evaluation indicate soils along Dover Drive (reference Boring RB- 01) are contaminated; the Contaminant of Concern (COC) is cadmium as shown on Table 4. Please note that the SRO thresholds are pH specific and the values given in Table 4 are the most conservative values based on the range of results. Concentrations of VOC, Semi VOC, PCB, Mercury, and Cyanide are below Tier 1 SRO values. The variation of contaminant values within the area is shown in Table 4 and Appendix B. Soil samples collected from Borings HRB-01 (5 to 7 feet bgs) and RB-03 (3 to 5 feet bgs) were not contaminated. Table 4: Analytical Test Results - Contaminants of Concern Sample ID HFJ"l#3 R"I#2 RB-03#2 Depth(feet) 5-7 3-5 3-5 Tier 1 PID( m) 0.0 0.1 0.0 SROs Date of Sample Collection: 1/14/2014 1/14/2014 1/14/2014 Contaminants of Concern(COC) Total Metals 6010B Arsenic in g 3.2 9.1 7.5 31.0 ,Barium mg/kg 77.1 34.3 40 2100 Cadmium m 1.6 2.5 2.2 0.6* Chromium m 18.9 16.5 1 16.5 1 28.00 Lead m 19.6 13.2 10.8 107.0 Silver m 0.3 0.5 <0.1 0.55* H 25°C, 1:2 9045C IR 8.24 8.67 8.24 Special Waste Characterization Clean Soil Waste* I Clean Soil *A limit value for soil remediation objectives do not exist for pH values above 8.24. The SRO value provided is the published background value for the metropolitan statistical area. Notes: 1)Table contains only chemicals with concentrations above Method Detection Limit; 2)Tier 1 SROs:the most restrictive Tier 1 Soil Remediation Objectives,According to 35 III.Adm.Code 742,Appendix B, Table A,B,and C,Class L http://www.epa.state.il.us/land/taco/non-taco-oboectives.xls 3)Highlighted values indicate values above Tier 1 SROs(A). 8 SECTION K Oak Brook Water Main Wang No.708-07-01 Wang Engineerfrtg January 24,2014 Waste Classification Soils identified as contaminated by TACO analytical testing are considered special waste, according to Section 22.8 of the Illinois Environmental Protection Act (Act). The soil tested along Dover Drive have a pH value above the level for which remediation objectives are provided in the pH-Specific Soil Remediation Objectives Table (35 IAC 742.Appendix B, Table Q. The regulation allows contaminant background levels to be used as the SRO; either the use of statewide background data (metropolitan or non-metropolitan) or by statistically valid site-specific data. As a measure of caution, the metropolitan statistical area (MSA) background levels for Cadmium and Silver (0.60 and 0.55 mg/kg respectively) are shown as the SRO threshold levels on Table 4. Based on the analytical test results of samples obtained during our preliminary investigation, we are of the opinion that the excavated soils along Dover Drive could potentially be classified as special waste. A special waste designation would likely require disposal to a landfill, and will require the loads be manifested and transported using special haulers. Looking further, we find that the EPA, in their own Summary of Maximum Allowable Concentrations of Chemical Constituents In Uncontaminated Soil Used as Fill Material At Regulated Fill Operations (35 Ill. Adm. Code 1100.Subpart F), establishes the lowest TACO Class 1 concentration between the pH range of 6.25 and 9.0 (35 IAC 742.Appendix B, Table C) as the maximum allowable concentrations for cadmium and silver(5.2 and 4.4 mg/kg respectively). A copy of the summary table is provided as Appendix D. The concentrations of cadmium and silver in the Dover Drive soils are below the maximum thresholds set for regulated fill operations. Suggestions of clean versus contaminated soils cannot be done exclusively on PID readings and/or sporadic analytical tests. Additional testing will be required during construction. Additionally, even though the preliminary evaluation found contaminants, certain non-liquid, non- hazardous special wastes can be excluded from the definition of special waste during construction if the generator produces a certificate in accordance with the process included in Appendix E of this report, which is extracted from Section 3.475(c) of the Act. The generator non-special waste certificate must show the waste as 1) non-hazardous, 2) non-liquid, 3) not containing asbestos materials, 4) not containing PCBs, 5) not formerly hazardous waste rendered non-hazardous, and 6) not resulting from shredded recyclable metals. In addition, for obtaining a disposal operating permit, a composite soil sample shall be collected during construction and analyzed for Paint Filter, Open Cup Flash Point, Total Cyanide, Reactive Sulfide and Phenols. This testing and 9 SECTION K Oak Brook Water Main Wang No. -01 w Wang January 24,,2014 2014 Engine-ring certification allows pollution-control special waste to be shipped as Non-Special Waste to properly permitted facilities without manifesting or using special-waste haulers. If the soil is found clean during construction it can be disposed of at designated CCDD landfills. The permit for disposal of clean soils could be based on CCDD certification PE/PG signed or a Clean Soil Certification form provided by the landfill operation. A CCDD form LPC-663 and example of landfill own certification form are shown in Appendix F. Qualifications The analyses and recommendations presented in this report are based upon the date obtained from the borings drilled at the locations shown in Exhibits 2-1 and 2-2, and at the surveyed coordinates provided on the attached boring logs. This report does not reflect any variations that may occur between the borings or elsewhere on the site, variations whose nature and extent may not become evident until the course of construction. In the event that any changes in the design and/or location of the improvement, we should be timely informed so that our recommendation can adjusted accordingly. It has been a pleasure to assist Thomas Engineering Group on this project. Please call if there are any questions, or if we can be of further service. Respectfully Submitted, WANG ENGINEERING, INC. Eric N. Datz, Corina T Farez, P.E., P.G. Engineering Geologist Principal Attachments: Exhibit l: Site Location Map Exhibit 2: Boring and Core Location Plans Exhibit 3: Pavement Cores Exhibit 4: Subgrade Support Rating 10 SECTION K N N0UO3S ZL SIIUIHX: 6s�iueautsu3 il 6ueM N N01103S suuo3 uopPoglinD IioS uualD puu £9g-Dd'I QQDD :3 xipuaddV ssaaoid uoilragii D aisurn Iniaads-uoN :g xipuaddV (3 IjudgnS'00I I apoD *uipV 'Ill S£ Vd3) Ie?jajeW iI?3 su pasty IioS sluQM!IsuoD IuaiTUQ-gDIo suopeijuaauoD algemolIV (3 7i-mdgnS-00I I apoD 'Lup`v -III S£ Vdg) :Q xipuadd'V lzoda21 •auI `Iujuauzuo.iinug lsji j :D xipuaddV sllnsa-I Iso L X.ioTuioguZ luaiuilaaloao :g xipuaddV s2o-I i?uuog :V xipuaddV 6uuaauiSu3 bIOZ`bZ Blamer 6ueM 10-LO-80L'0N$UBM UIBIN 13jeM)Jo018 Je0 Page 1 of 1 Wan BORING LOG HRB-01 ELi2g er/n9 Datum:NAVD wangeng@wangeng.com WEI Job No.: 708-07-01 Elevation:660.15 ft 1145 N Main Street Client Thomas Engineering Group, LLC North: 1888763.55 ft Lombard,II 60148 East: 1089357.68 ft Telephone:630 953-9928 Project Water Main Replacement Station: Fax 630 953-9938 Location Village of Oak Brook, DuPage County, IL Offset: (D v n a�o c v o n o � Z SOIL AND ROCK SOIL AND ROCK a >Cn m o W DESCRIPTION E a o o W DESCRIPTION E@ a o' to � U) U U) U) U) U 6-inch thick ASPHALT 659.6 --PAVEMENT- 0 o Medium dense,white CRUSHED a a STONE —BASE COURSE— a4 L0 0. 8 0 0 —Sample 1 PID:— 10 °° —0.2ppm-- t, D.658.1 Stiff,dark gray and brown SILTY 1 10 NP 8 f CLAY,trace gravel 4 —FILL-- —LL(%)=48, PL(%)=23- --%Gravel=5.9- -%Sand=9.8— 3 —%Silt=47.7-- 999.1 —%Clay=36.6-- 2 —AASHTO—A-7-6 (22) 2 1.15 32 —Sample 2 PID:— 2 B —0.5ppm— 6 Stiff to hard,gray SILTY CLAY, trace gravel s —NATURAL— 2 (� —Sample 3 PID:— 1 --O.Oppm— 3 1 . 123 23 --Sample 4 PID:— —O.Oppm— 2 4 1.72 35 III 3 B 3 3 --Sample 5 PID:- 4 Q I 0.2ppm-10 5 4.02 20 III 9 B w 5 c� 3 I 649.1 GENERAL NOTES WATER LEVEL DATA Begin Drilling 12-23-2013 Complete Drilling 12-23-2013 While Drilling S? 1.50 ft ° Drilling Contractor WTS Drill Rig D-50 Turbo At Completion of Drilling 1 DRY U Z Driller R&J Logger A Tomaras Checked by DAK Time After Drilling NA w Drilling Method 2.25" HSA, Continous sampling, boring bffkfilled Depth to Water 7- NA aThe stratification lines represent the approbmate boundary 3 upon completion n it 7 th c ua tran i i n ma e r ual. Wang Errc�ineering APPENDIX A 29 SECTION K 0 100 0 EXHIBIT 4 90 r'o 80 LOP �p 70 C� 0 60 �1� 00 FAIR 50?'� Al 40 Q� • o m 30 `PO 20 R 00 10 '00 NU 0 o ,moo ryo 00 �o 4o `o 00 00 PERCENT SILT Sample Depth (ft) Coarse Silt Clay Classification N N (%) IL DOT AASHTO RATING • HRB-01# 3.5 15.7 47.7 36.6 Silty Clay A-7-6(22) FAIR m RB-01#1 1.0 15.3 52.9 31.8 Silty Clay A-6(12) FAIR A RB-04#1 1.0 9.3 56.5 34.2 Silty Clay A-6(16) FAIR O U' Z W CD z Z r Wang Engineering, Inc Subgrade Support Rating Chart 1145 N Main Street Project: Water Main Replacement Lombard, 11 60148 s�uc xyg Telephone: 630 953-9928 Location: Village of Oak Brook, DuPage County, IL co Fax 630 953-9938 Number: 708-07-01 W PAVEMENT CORE # PC-Oq OTAL LENGTH l0. d-5 in. URFACE COURSE .00 in. INDER COURSE in. INC"11F w La7 MY 4 f► 1 2 3 4 S Cr PAVEMENT CORE #_Z(--/O OTAL LENGTH in, SURFACE COURSE -3-00 in. BINDER COURSE__-5-00 in. 1 N C." 11 F:s Wang PAVEMENT CORE PHOTOS:WATERMAIN REPLACEMENT PROJECT YORK WOODS AND HARGER RD.,VILLAGE OF OAK BROOK,DUPAGE COUNTY,ILLINOIS SCALE: NONE EXHIBIT 3-12 DRAWN BY:C.DAVIS CHECKED BY:E.DAR Wang1145 N.Main Street _ Lombard,IL 60148 Engineering www.wangengxom 27 FOR THOMAS ENGINEERING GROUP,LLC 708-07-01 PAVEMENT CORE # P(-O' TOTAL LENGTH_ _/Q, 50 in. SURFACE COURSE Q-00 in. BINDER COURSE 8-S0 in. ;NCtl s 0� 1 2 3 •l 5 6 � ,� . . PAVEMENT CORE # OTAL LENGTH in. URFACE COURSE ;� -OO in: INDER COURSE T50 in. PAVEMENT CORE PHOTOS:WATERMAIN REPLACEMENT PROJECT YORK WOOD.` AND HARGER RD.,VILLAGE OF OAK BROOK,DUPAGE COUNTY,ILLINOIS DRAWN SCALE:NONE EXHIBIT 3-11 CHECKED Y:E. S CHECKED BY:E.DA 1W Wang Main Stre Lombard,IL 6014£ r�g www.wangeng.co 26 FOR THOMAS ENGINEERING GROUP,LLC 7OH-07-O i!1 0 -s. -... f t /T PAVEMENT CORE # P(,-o6 TOTAL LENGTH {` 7_-in. SURFACE COURSE ' ,'' in. INDER COURSE 9. 50 in. IN CHE:s 0 1 2 3 4 5 6 PAVEMENT CORE PHOTOS:WATERMAIN REPLACEMENT PROJECT YORK WOODS COMMUNITY - AND HARGER RD.,VILLAGE OF OAK BROOK,DUPAGE COUNTY,ILLINOIS SCALE:NONE EXHIBIT 3-10 DRAWNBY:C.DAVIS CHECKED BY E.DAR Wang 1145 ar Main Street Lombard,IL 60148 Engineerrhy www.wangeng.com 25 FOR THOMAS ENGINEERING GROUP, LLC 705-07-01 p ��a 7 57 t _ t 4 t •` it r O PAVEMENT CORE PHOTOS:WATERMAIN REPLACEMENT PROJECT YORK WOOD:- AND HARGER RD.,VILLAGE OF OAK BROOK,DUPAGE COUNTY,ILLINOIS DRAWN D Y.E. S SCALE:NONE EXHIBIT 3-9 CHECKED BY:E.DAT Wang 1145 ar.Main 014F` Lombard,IL 6014( Engineering www.wangeng.coi.:` 24 FOR THOMAS ENGINEERING GROUP,LLC 708-07-01 a PAVEMENT CORE PHOTOS:WATERMAIN REPLACEMENT PROJECT YORK WOODS AND HARGER RD.,VILLAGE OF OAK BROOK,DUPAGE COUNTY,ILLINOIS SCALE:NONE EXHIBIT 3-8 DRAWN BY:C.DAVIS CHECKED BY:E.DATZ Wang Lombard,ar N.Main Street Lombard,IL 60148 re Fngjneerjng www.wangeng.com 23 FOR THOMAS ENGINEERING GROUP, LLC 7O$-07-01 s . $IPC- w.,I 1 C.�11•E.w� h,. - 3 PAVEMENT CORE PHOTOS:WATERMAIN REPLACEMENT PROJECT YORK WOOD: AND HARGER RD.,VILLAGE OF OAK BROOK,DUPAGE COUNTY,ILLINOIS -7 SCALE:NONE EXHIBIT 3-7 DRAWN BY:C.DAVI5 -- CHECKED BY:E.DA 'WE wan 1145 Main Sire Lombard,IL 6014 www.wangeng.cor 22 FOR THOMAS ENGINEERING GROUP,LLC 708-07-0 PAVEMENT`CORE# TOTAL LENGTH: 57. ASHPALT 5. 75 in. CEMENTED BASE: 0, 0 in, WO INCH E�$___�__._� PAVEMENT CORE# PC- 10 TOTAL LENGTH: C in• ASHPALT: r ° :CEMENTED BASE: C} ► ftE.4 Wang PAVEMENT CORE PHOTOS:WATERMAIN REPLACEMENT PROJECT YORK WOODS AND HARGER RD.,VILLAGE OF OAK BROOK,DUPAGE COUNTY,ILLINOIS SCALE:NONE EXHIBIT 3-6 DRAWN BY:A.TOMARAS CHECKED BYTE.DATZ INWWang 1145 ar N.Main Street Lombard,IL 60148 ineerjrn www.wangeng.com 21 FOR THOMAS ENGINEERING GROUP,LLC 708-07-01 t PAVEMENT CORE#__p TOTAL LENGTH: }n ASHPALT CEMENTED BASE: t.2, in. 1?kzCHES o 'Z 3 4 5 6 PAVEMENT CORE TOTAL LENGTH in. 0.SHPALT: S:pQ gin. CEMENTED BASE: � � in. kfIF_11� s 2 3 -:4 s tr "'x� d*s �i.�,T` y" �'` `X,�' yXg� :S3 fut °r�' yl�� Ys :c 7=✓ .�..` �1 §�, S� PAVEMENT CORE PHOTOS:WATERMAIN REPLACEMENT PROJECT YORK WOOD: AND HARGER RD.,VILLAGE OF OAK BROOK,DUPAGE COUNTY,ILLINOIS SCALE:NONE EXHIBIT 3-5 DRAWN BY:A.TOMAF CHECKED BY:E.DAT. 'WE Wang 1145 N.Main StreE Lombard,IL 6014r jri www.wangeng.coi, 20 FOR THOMAS ENGINEERING GROUP, LLC 70$-07-0 PAVE #T Ur CIS TOTAL I.PN astHPLTf: "` ,CEMENTS Bash; . %' 5t Y 5 � f f au < PAVEMENT GORE# ??6 QCQ TOTAL LENGTH: ASHPALT,' 5, 75 CEMENTED BASE: —in. s 1! 2 3 4 5 b PAVEMENT CORE PHOTOS:WATERMAIN REPLACEMENT PROJECT YORK WOODS AND HARGER RD.,VILLAGE OF OAK BROOK,DUPAGE COUNTY,ILLINOIS SCALE:NONE EXHIBIT 3-4 DRAWN BY:Y:E.D RAS CHECKED BY:E. ATZ Wang - Lombard,ar N.Main Street Lombard,IL Street Encli ee"ny www.wangeng.com 19 FOR THOMAS ENGINEERING GROUP,LL 708-O7-01 PAVEMENT CORE# TOTAL LENGTH: 5. S ASHPA>aLT CEMENTED BASE: cx 0 ;� . . 4 , 51 a� — h PAVEMENT CORE,# TOTAL LENGTH: , k7 In ASHPALT: . 177 S7 In. CEMENTED BASE: 0 c' In, ass PAVEMENT CORE PHOTOS:WATERMAIN REPLACEMENT PROJECT YORK WOODS AND HARGER RD.,VILLAGE OF OAK BROOK,DUPAGE COUNTY,ILLINOIS, SCALE:NONE EXHIBIT 3-3 DRAWN BY:A.TOMAR CHECKED BY:E.DAT. WEn Wang 1145 N.Main Stree Lombard,IL 6014F qineering www.wangeng.cor. 18 FOR THOMAS ENGINEERING GROUP, LLC 708-07-0 TOTAL.LENGTH: . 57-2-5 in ASHPAL.T: ire. CEMENTED BASE: Q.0 in. 4 x,. PAVEMENT CORE# � TOTAL LENGTH: ASHPALT: 0 in CEMENTED BASE: . 4 in. ts PAVEMENT CORE PHOTOS:WATERMAIN REPLACEMENT PROJECT YORK WOODS AND HARGER RD.,VILLAGE OF OAK BROOK,DUPAGE COUNTY,ILLINOIS SCALE:NONE EXHIBIT 3-2 DRAWN BY:A.TOMARAS CHECKED BY:E.DATZ lw*vfr Wang 1145 N.Main Street Lombard,IL 60146 Engineering www.wangeng.com 17 SEPTIA-01-6 FOR THOMAS ENGINEERING GROUP, LLC 708-07-01