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C. Iz e7 This document was funded in part through the Coastal Zone Management Act of 1972, as amended (Coastal Energy Impact Program), provided by the U.S. Department of Commerce, NOAA, through the Ohio Department of Energy. SPECIPICATIORS FOR CHAGRIN RIVER JETTY AND RIVER BANK PROTECTION DESIGN CITY OF EASTLAKE LAKE COUNTY, OHIO t I hereby certify that these plans and specifications were prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of 0hjo Date 11- Registration No.. 4 5 2 8 7 7869 1 STANLEY CONSULTANTS, INC INTERNATIONAL CONSULTANTS IN ENGINEERING. ARCHITECTURE. PLANNING. AND MANAGEMENT B7869.1 TC TABLE OF CONTENTS 7 I or CHAGRIN RIVER JETTY AND RIVER BASK PROTECTION DESIGN' CITY OF EASTLAKE LAKE COUNTY, OHIO TITLE PAGES &MING REO`UIj=9TS Plans List P1_1 Instructions to Bidders 113-1 thru '10 -1 -thra 3 Porn of Proposal FP =RACT FORMS Form of Contract PC-1 tbru 3 Form of Bond (2 Year) PB-1 thru 2 CONDITIONS OF THE CONTRACT -General Conditions GC-1 tbru 18 Special Conditions (Construction) SC-1 thru 22 ZY&BLUAL SPECIFICATIONS DIVISION 1 GENERAL REQUIREMENTS Section 01010 Summary of Work . 0101071 thru 2 section 01150 Measurement and Payment 01150-1 thru 3 TC 7869 DIVISION 2-1 fSITE 'WORK Section 02000 General.Information 02000-I'thru 5 Section 02110 Clearing. 02,110-1 thru 2 Section 02881 -Dredging 02881-1 thrU 3 Section 02885 ;Jetty 02885-1 thru 3 Section, 02886' Spendinq Beach Retaining wall 02886-1 thru. 2 @Section.62887 Spending Beach 02887--l--thru 2- [email protected] 02888 Channel. Revetment, 02888-1..thra DIVISION 11-- EQUIPMENT Section :.:HavigationAids (Beacon I thru., 5, SHOP-DRAWING TRAffSHITTAL FORM .-Bound Herein. PLA N S In Envelope- DUPLICAMFORMS OF-PROPOSA Included'Herewith TC'- 2. 7869,- 1 BIDDING REQUIREMENTS 7869 1 Bidding Requirements PLANS LIST B7869.1 PL Title Dravj"_Do, Revision No. Cover Sheet and Index 7869-1 Plan and Sections 7869-2 Construction Plan 7869-3 Soil Boring Logs 7869-4 Pi 7869 1 Bidding Requireaents INSTRUCTIONS TO BIDDERS B7869.1 IB INDEX 1.1 Scope 1.2 Bidder's Knowledge 1.3 Bidderls Qualifications 1.4 Bid Security 1.5 Taxes 1.6 Preference For Labor and flaterials 1.7 Unit PricwBids 1.8 Substitutions 1.9 Contract Price 1.10 Submission of Bids 1.11' Data to accompany Bids 1.12 Questions and Iddenda 1.13 Withdrawal of Bids 1.14 Evaluation of Bids 1.15 Execution of Contract IB 7869 1 Bidding Requirements INSTRUCTIONS TO BIDDERS 1.1 SCOPE A. Construction of 2771 of rubble sound jettye 1851 of rubble mound beach retaining wall and 1001 of gabion mattress river bank revetment. Dredge an 801 wide, 1,1009 long channel depositing' the material to for2 graded shoulder to the channel revetment, the spending beach and to regrade the existing beach to the east of the new jetty and to provide navigational aids. B. work is located at the east bank and channel of the Chagrin River mouth (as it enters Lake Brie) at the City of Eastlake, Lake County, Ohio. 1.2 BIDDERIS KNOWLEDGE A. Be familiar with specifications and conditions which affect work under this Contract. B. Make personal examination of project site and physical conditions affecting work. C. Ground elevations indicated an drawings were obtained on June 25, 1980., Estimated quantities are based on these values. Because of the unstable bank and riverbed conditions at the Chagrin River mouth, actual quantities are subject to change. D. Large sunken tree logs and other debris are believed to be covered by the sand spit at the river mouth. This material shall be removed to project depth with the other dredged materials to the depths required. 1.3--BIDDERtS OUALIFICATIONS- A. Personnel and facilities: if requested, satisfy Owner as to integrity., equipment, personnel, and financial ability to perform work. B. Business entity: indicate on proposal whether bidder is an individual, partnership, corporation, or other business entity. IB - 2 7869 - I Bidding Requirements INSTRUCTIONS TO BIDDERS C. Experience: if requested, submit list of projects worked on by bidder, identified as to project owner, location, approximate date of construction, and value of construction performed by tidder. 1.4 BID SECURITY A. Submit with bid, bid security in form of an acceptable bidder's bond or certified check or cash in amount not less than 5% of bid Checks shall be drawn on and certified by an acceptable Ohio bank. B. Enclose in separate sealed envelope attached to envelope containing bid. C. Make bid security payable to City of Eastlake, Ohio. D. The bid security of the successful bidder will be retained until he has signed the Contract and furnished the required performance bondr whereupon it will be returned. owner reserves the right to retain the security of the three lowest bidders until the lowest bidder enters into Contract. If lowest bidder fails to execute and deliver the Contract and furnish the required performance bond within 10 days of Owner's acceptance of proposal, owner may annul acceptance and the bid security of that bidder will be forfeited. Owner say then enter negotiations with next lover bidder. E. Bid security of unsuccessful bidders: returned within 15 days after award of Contract. P. Bidderts bond: not acceptable. 1.5 TAXES A. include in proposals amounts Fayable by Contractor or Owner on account of taxes imposed by taxing authorities upon sale, purchase, or use of materials and equipment; IB 3 7869 1 Bidding Requirements INSTRUCTIONS TO BIDDERS taxes of foregoing descriptions payable by Contractor. B. After delivery of materials and equipmento submit to owner, in manner prescribede statement of taxes of foregoing descriptions paid on materials and equipment incorporated in complete construction. 1.6 PREPERZ!CE-POR-LABOR AND MATERIALS- 1. The Contractor shall observe state laws with regard to preference for labor and materials. Jo7 -PRICE. A. Each bidder shall submit unit prices for the work covered by the Contract Documents, together with any prices for alternate construction or materials, or other prices or data required by the Form of Proposal or specified. B. Compute bid using quantities shown in Form of Proposal; quantities are approximate only. 1. owner reserves the right to change quantities to be furnished. 2. Contractor's compensation computed on basis of final quantities incorporated in completed construction. 3. In event of discrepancies between unit prices and unit price extensions listed in bidder's proposal., unit prices shall govern. C. Each bidder's proposal shall cover couplete work described in Contract Documents, including costs incidental thereto. Proposal shall include all costs of permits, fees, and similar' expenses. D. Contractor must notify owner in writing at any time he knows or has reason to know that approximate quantities shown in Form of Proposal will be exceeded by 10 IB 4 7869 1 Bidding Requirements. INSTRUCTIONS TO BIDDERS percent or more, and secure a change order pursuant to "Changes" in General Conditions. 1.8 SUBSTITUTI NS A. General: 1. Items of equipment and material are identified in Contract Documents by reference to recognized standards or trade designations, or as products of specific manufacturers, or by a combination of the two methods. Any proposed deviation from the identification established in the Contract Documents is a substitution-; an substitutions proposed shall meet the quality standards defined herein, established for this project. 2. Products produced by manufacturers other than those mentioned in the specification are considered as nsubstitutions." even though the .term nor equaln or "or approved equal" is stated or implied after the identification of material or equipment as the product of a specific manufacturer. 3. if more than one manufacturer is listed for a given product, the bidder may, at his option, base his bid on furnishing the equivalent product of any one of the manufacturers named; such selection is not considered a substitution, provided the selection meets the quality standards established for the project. 4. It is intended that products by manufacturers other than those identified in Contract Documents may be proposed for use an this project, unless otherwise stipulated. Products proposed shall meet the quality standards, defined herein, established for this project. 5. Vhere the term Nor equal" is not stated following an identification of material or equipment as the IB - 5 7869 1 Bidding Requirements INSTRUCTIONS TO BIDDERS product of a specific manufacturer, it shall be implied, unless.othervise stipulated.. 6. Qualifying statements may be added after an identification,of material or equipment as the product of a specific manufacturer. Statements containing phrases such as *to match existing," ."no substitutionse" or similar wording shall indicate that substitutions are not acceptable, and the term Nor equal" shall not be implied. B. Quality standards: 1. Established in Contract Documents by either or both of following: a. Reference to type or model number of specific manufacturer. b. Specific requirements set forth, including reference to recognized,standards or trade designations. 2. Determine features required for items of equipment and material for this project. Features include construction, typev function, design, finish, appearance, efficiency and general quality. C. Data on substitutions: 1.- Submit complete listing of substitutions proposed, with drawings and other data required herein, and contract price changes pertaining to each proposed substitution, with bid. If list is not submitted to meet this requirement, furnish products of .manufacturers specified. 2. Furnish drawings or other data required to indicate any modifications which would result from use of proposed substitutions. 3. Furnish general arrangement drawings, full IB 6 7869 1 Bidding Requirements INSTRUCTIONS TO BIDDERS descriptive data, and any other information required to demonstrate that proposed substitutions are, in fact, equal to products specified. D. Acceptance or rejection of proposed substitutions: 1. owner's Representative may consider such factors as overall project arrangement, cverall project cost, and similar factors in determining acceptability of proposed substitutions.. 2. owner's Representative will determine if proposed substitutions are'acceptable or unacceptable, and will inform successful bidder of his decision, in writing, before execution of contract. 3. Bidder's responsibility: 1. Burden of proof that proposed substitutions meet quality standards established for project shall in all cases remain with bidder. 2. Abide by owner's Representativels decision regarding acceptability of proposed substitutions. 3. Acceptance of proposed substitutions shall not relieve bidder of responsibility for providing workmanship, materials and equipment meeting quality standards established for project. 1t_9 -CONTRACT PRICE 1. contract price may be modified after award of Contract by any of the means mentioned elsewhere in the Contract Documents. 1.10 SUBMISSION OF BIDS A. Prepare bids in triplicate on Porn of Proposal included herewith. IB - 7 7869 - 1 Bidding Requirements INSTRUCTIONS TO BIDDERS B. Forms are included as follows: 1. owner's Copy: bound in specifications. 2. Duplicate Copy for Engineer: inserted loose in specifications. 3. Duplicate Copy for bidder: inserted loose in specifications. C. Submit following in sealed envelope: 1. Ownerts Copy of bid. 2. Duplicate Copy for Engineer. D. Sealed envelope shall be marked vith bidderfs return addresse and shall be addressed as follows: TO: Mayor Morris Becker City of Eastlake 35150 Lake Shore Boulevard Eastlake, Ohio# 44094 PROPOSAL FOR: Chagrin River Jetty and River Bank Protection City of Eastlake, Ohio E. Retain Duplicate Copy for bidder. F. Legally authorized representative of bidder shall sign bid. DATA TO ACCOMPANY BIDS (Submit in Agplicate) A. Information required in specifications. IB 8 7869 1 Bidding Requirements INSTRUCTIONS TO BIEDERS 1.12 QUESTIONS AND ADDENDA A. kny questions concerning interpretation or intent of the Contract Documents should be directed to: Hr. Jack Fink Stanley Consultantse Inc. Stanley Building Muscatine, Iowa 52761 Phone 319-264-6290 B. Questions of a nontechnical nature shall be directed to: Mr. R. K. Backman Stanley Consultants, Inc.. Stanley Building Muscatine, Iowa 52761 C. Replies which are of a general interest to all bidders will be issued by addenda mailed-or delivered to all parties recorded by the Engineer as having received the bidding documents. D. only replies by formal written addenda will be binding. oral and other interpretations or clarifications will be without legal effect. E. Questions received less than ten days prior to the date for opening bids will not be answered. F. Owner reserves the right to reuse or amend the Contract Documents prior to the date set for receipt of bids. Such revisions and amendments, if any, will be announced by addendum or addenda to the Contract Documents. G. Bidders are required to acknowledge receipt of all addenda by listing such addenda in the Form of Proposal. 1.13 WITHDRAWAL OF BIDS A. Bids may be withdrawn any time prior to scheduled IB 9 7869 1 Bidding Requirements INSTRUCTIONS TO BIDDERS closing time for receipt of bids; no bid may be withdrawn for period of 30 calendar days thereafter. 1.14 EVALUATION OF BIDS. A. owner may consider such factors as bid price, materials, methods of construction, experience and responsibility of bidderg and similar factors in determining which bid it deems to be in its best interests. B. owner may reject any or all bids, waive informalities or technicalities in any bid, and accept any bid which it deems to be in its best interests. C. Owner reserves the right to defer acceptance of any proposal.for a period not to exceed 30 calendar days after receipt of bids. 1.15 EXECUTION OF CONTRACT A. Successful bidder shallt within 10 calendar days after acceptance of his proposal, enter into written contract with owner on forms included vith specifications, for performance of work awarded to him. B. Contract, when executed, shall be deemed to include entire agreement betveen parties; Contractor shall not claim any modification resulting from representation or promise made by representatives of owner or otber persons. END OF INSTRUCTIONS TO BIDDERS IB - 10 7869 - 1 Bidding Requirements FORM OF PROPOSAL B7869.1 FP Name of Bidder address of Bidder TO: Mayor Morris Becker City of Eastlake 35150 Lake Shore Boulevard Eastlake, Ohio 44094 The undersigned bidder submits herewith bid security in form of an acceptable bidder's bond, a certified check, or cash in amount not less than 5% of bid, which shall-become the property of the City of Eastlake should the undersigned fail or refuse to execute a contract and to furnish bond as called for in the specifications within the time provided. The undersigned bidder, having examined the Contract Documents, and having familiarized himself with the nature and location of the work to be done and the conditions under which -the work will be performed, hereby proposes to provide the required labor, services, materials and equipment and to perform the work described in the specifications and Addenda 9 and within the time and for the sum or sums stated hereinafter: CHAGRIN.RIVER JETTY AND RIYER BANK PRMCTM 1. Construct jetty, revetments, graded beack, beach retaining wall, dredged. 'navigation channel, navigation aids and associated ite-as as specified and shown for the following unit prices: NOTICE: Submit Proposals on this form. See "Instructions * to Bidders" for copies required and manner of submittal. * FP 1 7869 1 Bidding Requirements FORM OF PROPOSAL Est. Unit Extended Item unit Zantiti Price Price Site Clearing LS $ Channel Dredging and Excavation for struc- tures including grading of spoil CY 30,800 Jetty Armor Stone (5,000 lb.) Ton 1,100 $ $ Armor Stone (2,000 lb.) Ton 2,330 $ Underlayer Stone (500 lb.) Ton 1,420 S__ Underlayer Stone (200 lb.) Ton 2,090 $_ Bedding Stone Ton 2,720 $ Beach Retaining Wall irmor Stone (2,000 lb.) Ton 1,570 $ Underlayer Stone (200 lb.) Ton 1,710 Bedding Stone Ton 4,930 S__ $ River Bank Revetment 180 Gabion Mattress ST 555 S Bedding Stone Ton 340 S__ Navigation Light Ea. 2 S $ TOTAL BID 2. work will be completed -with calendar days after receipt cf written notice t; proceed. NOTICE: Submit Proposals on this form. See "Instructions * to Bidders" for copies required and manner of submittal. * FP 2 7869 1 Bidding Requirements FORM OF PROPOSAL 3. Exceptions: bidder shall list on a separate sheet or sheets all exceptions or clarifications to the specifications. Such wexceptionsm shall list the specification page number and paragraph identification to which they apply. Such page shall be in a separate sealed envelope affixed to the outside of bidder's sealed bid and labeled "Exceptions.n Where no exceptions or clarifications exist, bidder shall include a sheet indicating such. 4. The attachment of printed forms or any standard statement contained in the bidder's proposal will not be construed as an exception to the Contract Documents unless listed as nexceptions.n The undersigned bidder certifies that this proposal is made in good faith, without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the specifications and agrees that, in event of any discrepancies or differences between any conditions of his proposal and the specifications prepared by Stanley Consultants, the provisions of the latter shall prevail. Bidder Business Entity By-. Tiile Date of Proposal 1981. NOTICE: Submit Proposals on this form. See "Instructions * to Biddersu for copies required and manner of submittal. * PP 3 7869 1 CONTRACT FORMS 7869 1 Contract Porms FORK OF CONTRACT B7869.1 PC THIS AGREEMENT# made and entered into this day of 1981, by and between the _ .. ........ party of the first part, hereinafter referred to as the and party of the second part, hereinafter referred to as the "Contractor," WITNESSETE: That whereas the has.heretofore caused to be prepared certain plans and specifications, dated the day of 1981, for under the terms and conditions therein fully stated and set fortbv and Vhereas, said plans and specifications and proposal accurately and fully describe the terms and ccnditions upon which the Contractor is willing to perform the work specified: NON, THEREFORE, IT IS AGREED: 1. That the hereby accepts the proposal of the Contractor for the work and for the sums listed below: PC I 7869 1 Contract Porms FORK OF CONTRACT 2. That this Cont *ract consists of the following component parts which are made a part of this agreement and Con- tract as fully and absolutely as if they were set out in detail in this Contract: A. Bidding Requirements and Conditions of the Con- tract, including: 1. Plans List. 2. Instructions to Bidders. 3. General Conditions. 4. Special Conditions. B. Specifications for chagrin River Jetty and River Bank Protection. C. Plans listed. D. Addenda Numbers E. Contractor's Proposal. P. This Instrument. Above components are complementary and what is called.for by one shall be as binding as if called for by all. 1. That payments are to be made to the Contractor in ac- cordance with and subject to the provisions embodied in the documents made a part of this Contract. 4. That this Contract is executed in triplicate. PC 2 7869 - 1 Contract Forms FORM OF CONTRACT IN WITNESS WHEREOPe the parties hereto have hereunto set their hands and seals the date first written above. BY ..... .. ..(Seal) (Title) ATTEST: (Title) Contractor By (Seal) .(Title) ATTEST: (Title) PC 3 7869 1 FORM OF BOND KNOW ALL MEN: That we hereinafter called the Principal, and and and hereinafter called the Surety or Sureties, an held and finely bound hereinafter called the Owner, in the *um of far the payment whereof the Principal and the Surety at Sureties bind themselves. their heirs, executors, admiaiarstors, successors sad assigns, jointly and severally. firmly, by these presents. WHEREAS, the Principal bea, by means of a written Agreezeent.dated entered into a contract with the Owner for which agreement includes a guarantee of all work against defective workmanship and materials for a period of two years from the date of final acceptance of the work by the obligee, a copy of which Agreement is by reference made a part hereof; Now Therefore, the condition of this Obligation is such that, if the Principal shall faithfully pecfatm the Contract on his pan and shall fully indemnify and save harmless the Owner from all cost and damage which he may suffer by reason of failure so to do and shall fully reimburse and repay the Owner all outlay and expense which the Owner way iscur in making good any such default. And further, that if the Principal shall pay all persons who have contracts directly with the Principal for labor or materials, failing which such persons *hall have a direct right of action against the Principal and Surety under this Obligation, subject to the Owner's priority. Then this Obligation shall be null and void, otherwise it shall remain in fall force and effect. Provided, however, that so suit, action or proceeding by mason of any defedt whatever shall be brought on this Bond after three yea" from the date of final acceptance of the work. Form 3803-2 FB-I Fomerly 216-2 And Provided, that any alterations which may be made in the term of the Contract, or in the Work to be done under it, or the giving by the Owner of any extension of time for the performance of the contract, of say other forbearance an the pan of either the Owner at the Principal to the other shall so is any way release the Principal and the Suretv or Sureties, at either Of a67 Of them, their heirs, executors, administrator&, successore or assiSse from their liability hereunder, notice to the Surety or Sureties of any such alteration, extension or forbearance being busby valved. And Further Provided, the Principal sed Sureties on thib bond hereby s8pee to pay all persons, firms, a corl me done having contracts directly with the Principal at with subcontractors all last claims due then for labor performed or matelial furnished. is the performance Of the contract on account of which this bond Is gives, when the same we not "defied, out of the portion of the contract price which the owner shall MOLD men completion of the imporovement but the Principal aod Sureties shall not be liable to said persons, firms. or corporations unless the claims of 3&id claimants against said portions of the co an c price shall have been established as provided by low. Every Surety on this bond shall be deemed and held, any contract to the contrary sotwithstandinS, to consent without notice: a. To the extension of time to the Principal in which to perform the contract. b. To changes in the plans, specifications, or contract, when such changes do not involve an increase of more than twenty percent oF the total contract price, and shall then be released only as to such excess increase. c. That no provision of this bond or of any other contract shall he valid which limits to less than three years from the date of final acceptance of the work the right to sue on this bond for defects. in work. manship or material not discovered of known to the obligee at the time such work was accepted. rhis Bond is executed in triplicate. Signed and.Scaled this______________________day of______________________________,19_________ In Presence of (SEAL) ____________________________________, _______________________________(seal) as to Principal ____________________________________, _________________________________ ____________________________________, _________________________________(seal) (SRAL) as to Principal _____________________________________, _________________________________ _____________________________________, __________________________________(SEAL) as to Surety _____________________________________, ____________________________________ ______________________________________, ____________________________________(seal) as to Surety ______________________________________, _______________________________________ Form 3803-2 FB-2 Formerly 216-2 I CONDITIONS OP THE CCNTRICT i i I .@ I 7869 - I Conditions of the Contract GENERAL CCNDITICNS d GC-177-8 20 INDEX 22 23 GC- 1 intent of Contract Documents 25 GC-2 Supervision and Construction 26 Procedures 27 GC-3 Protection of Persons and Property 28 GC-4 Documents and Samples at the Site 29 GC-5 General Indemnification 30 GC-6 Subcontracts 31 GC-7 Contractor's Employees 32 GC-8 Patents 33 GC-9 Guarantees 34 GC-10 Interpretation of Plans and 35 Specif icati ons 36 GC-11 Decisions by Engineer 37 GC-12 Workmansbip and Materials 38 GC-13 inspection 39 GC-14 Inspectors .40 GC-15 Delays .41 GC-16 Changes 42 GC-17 Unauthorized Work 43 GC-18 Other Contracts U4 GC-19 Owneres Eight to do Work 45 GC-20 owner's Right to Terminate 46 Contract 47 GC-21 CIontractor's 'Right to Stop work 48 cr Terminate Contract 49. GC-22 Payments Withheld so GC-23 Acceptance and Pinal. Payment 51 GC-24 No Vaivpr of Legal Rights 52 GC-25 Cwner's Right to Suspend Work 53 GC-26 Ar titr a-,& ion 54 GC-27 ownership of Materials 55 GC-28 Cleaning Up 56 57 GC Conditions of the Contract GENERAL CCNDIT::CNS 1 1NTENT OF CONTRACT DOCEIMENTS 64 11. The intention of the decuments is to set forth require- 67 ments of performance, type of equipment and stx-dctares,. 68 and standards of materials and construction. It, is 69 also intended to. include all labor and materials, 70 equipment and transportation necessary for the proper 71 execution of the work, to require new material and 72 equi*pment unless otherwise indicated, and tc require 73 complete performance of the work in spite of omission 74 of specific reference to any minor component part. It .75 is not intended, however, that materials or work not 76 covered by or properly inferable from any heading, 77 branch, class or trade of the specifications shall be. 78 supplied unless distinctly so noted. Materials or work 80 described in words, which so-applied have a well-known technical or trade meaning, shall be held to refer to 82 such recognized standards. GC-2 ----- SUPERVISIOil-AND-CO.NST,.RUCTIO'L*I PROCEDURES 85 A. Contractor shall supervise and direct the work, using his best skill and attention. He shall be solely 89 responsible for all construction means, methods, 90 techniques, sequences and procedures and for 91 coordinating all portions of the work under the 92. Contract. gC=J____PRO'"ECTION OF PZORSOJS AND PROPERTY 95 A. Safety precautions and programs: the Contractor shall 99 be responsible for initiating, maintaining and 100 supervising all safety precautions and programs in 101 connection with the work. B. Safety of persons and property: 104 1. The Contractor shall take all reasonable precau- 107 tions for the safety of, and shall provide all 108 reasonable protection to prevent damage, injury or 110 loss to: a. All employees on the work and all other 113 persons who may be affected thereby; 114 b. All the work and all materials and equipment 117 to be incorporated therein, whether in 118 storage on or of f the site, under the care, 119 GC - 2 Conditions of the Contract GEONERAL CONDITIONS custody or ccutrol of the Contractor or any 121 of his Subccatractors or S ub-subcon tractors; and 12' C* Other property at the site or adjacent 121 thereto,, including trees, shrubs., lawns, 12' walks, pavements, roadways, structures and 1Z utilities not designated for' removalp 127 relocation cr replacement in the course of construction. 121 2. The Contractor shall give all notices and comply 13' with all applicable laws, ordinances, I rules, 13, regulations and lawful orders of any public 13.@ authority bearing on the safety of persons or 13; property or their protection from damage, injury 13! or loss. 3. The Contractor shall erect and maintain, as 13t required by existing conditions and progress of 13@ the work, all reasonable safeguards for safety and 14( protection, including posting danger signs and 14' other warnings against hazards, promulgating 14, safety regulations and notifying owners and users 14@ oil. adjacent utilities. 4. when the use or storage of explosives or other 14f hazardous materials or equipment is necerssary for 14'j the execution of the work, the Contractor shall 14E exercise the utmost care and shall carry on such 14S activities under the supervision of properly 15C qualified personnel. S. The Contractor shall promptly remedy all damage or 15@ loss (other than damage or loss covered under "Insurance and Bonds" in Special Conditions) to 155 any property referred to under "Safety of Persons 151 and Property" above, caused in whole or in part by 156 the Contractor, any Subcontractor, any Sub- 159 subcontractore or anyone directly or indirectly 160 employed by any of them, or by anyone for whose 161 acts any of them may be liable and for which the 162 Contractor is responsible under "Safety of Persons and Property" above,, except damage or loss .164 attributable to the acts or omissions of the owner 165 or Engineer or anyone directly or indirectly ,employed by either of them,, or by auyone for whose 166 acts- either of them may, be liable, and not 1617 GC - 3 Conditions of the Contract GENERAL CCNDITIONS attributable to the fault or negligence of the 168 Contractor. The foregoing obligations of the 169 Contractor are in addition to his obligations 170 under "General Indemnification." 6. The :ontractor shall designate a responsible 173 member of his organization at the site whese duty 175 shall be the prevention of accidents. This person shall be the Contractorls superintendent unless 176 otherwise designated by the Contractor in writing 177 to the Owner and the Engineer. 178 70 Contractor0s duties and responsibilities for the 181 safety and protection of the work shall continue 182 until such time as all the work is completed and 183 Engineer has issued a notice to Owner and 184 Contractor in accordance with "Acceptance and 185 Final Payment." B. The Contractor shall not load or permit any part 188 of the work,to be loaded so as to en.danger its 189 safety. 02@g-4 _4M4C2RI8LENTS 8LND SAMPLES-AT THIP-SITE 193 A. Contractor shall keep c4me record copy of all Specifica- 196 t4ons, Drawings, Addenda, Modificaltions, and Shop 197 Drawings at the site in good order and annotated to 198 show all changes made daring the construction process. 199 These shall -be available to Fngineer and shall be 200 delivered to him for owner upon completion of the 201 Project. 202 C.:4g0=.5 _G%-4j2JRAL -INDEMN1871CATIOV 205 4 - A. The Contractor shall indemnify and save ha0rmless-the 208 owner against any liens filed for nonpayment of his 209 bills in connection with the Contract work. The Con- 210 tractor shall furnish the owner satisfactory evidence 211 that all persons who have done work or furnished mate- 212 rials, euipment, or service of any type under this- 213 Contract have been fully paid prior 0to the acceptance 214 of the work by the owner. 215 4B. The contractor shall indemnify and hold harmless the 218 owner and Engineer and their agents and employees from 219 a4nd against all claims, damages, losses and expenses, 220 attorneys" fees, arising out of or resulting 241 GC - 4 Conditions of the Contract GENERAL CCNDITIONS from the performance of work under this Contract, 222 provided that any such claim, damage, loss or expense 223 is both: 1. Attributable to bodily injury, sickness, disease 226 or death, or to injury to or destruction of 227 tangible property (other than the work itself) , 228 including the loss of use resulting tberetrcm; and 229 2. Caused in whole or in part by any negligent, 232 reckless or intentional act or omission of the 234 Contractor, any subcontractor, anyone directly or 235 indirectly employed by any of them, or anyone for 236 whose acts 'any of them may be liable. 2.37 C. in any and all claims against the Owner or Engineer or 240 any of their agents or employees by any employee of the 242 Contractor, any subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose 24.4 acts any of them may be liable, the indemnification obligation shall not be limited in any way by any 246 limitation on the amount or typ!e of damage, 247 compensation or benefits payable by or for the 248 Contractor or any subcontractor under worker's 249 compensation acts,, disability benefit acts, other 250 employee benefit acts or any insurance proceeds or limitations. V. The obligation of the Contractor shall not extend to 254 the liability of the Engineer, his agents or employees 255, arising out of the Engineer"s preparation or review of 2_56' maps, drawings, opinions, reports, surveys, change 257 orders, designs or specifications. 258 1C76 SUBCONTRAC:.s 261 A. The Contractor shall not assign. sublet,, or trans-Ifer 264 the whole or any part of the work herein specified 265 without the written consent of the owner. Any such 266 assignment, subletting, or transfer shall not in any 267 manner relieve the C=tractor from any of the respon- 268 sibilities assumed herein. 269 B. For convenience of reference and to facilitate the 272 letting of contracts and subcontracts, the detailed 273 specifications are separated into titled parts. Such 275 separation shall not, however, operate to make the 276 GC - 5 Conditions of the Contract GENBRIL CCNDITIONS Engineer an arbiter to establisb limitations on contracts between Contractor and subcontractors. 277 COURAL71CROS EMPLOYEES 280 A. Th e Contractor shall either personally superintend his 283 work or shall cause it to be done by a capable superin- 284 tendent satisfactory to the Engineer. Such super- 285 intendent shall be authorized to act on behalf of the 286 Contractor and to supervise the work in a manner that 287 will comply with all requirements of the plans and 288 specifications as interpreted by the Engineer. The 289 Contractor shall not reassign or replace his Z90 superintendent without.. consent of the Owner and, 2.91 Engineer. B. incompetent or incorrigible employees shall be dis'- 294. missed by the Coatractcr or his represent ati ve when 295 requested by the Engineer, and such persons shall not. 296 again be permitted tc return to work without the writ- 297 ten consent of the Engineer. 2.98 C. No person whose physical condition is such as to make his employment dangerous to his health or safety, or to 303 the health or safety of others, shall be employed in 304 the development of the project. D. There shall be no discrimination against. any employee 307 or ap@licant for emplc7ment because of race, religion,, 309 color, sex, or national origin. This provision shall be included in all subcontracts. 310 GC-8 PATENTS 313 A. All fees or royalties for patented inventions, equip- 316 ment, or arrangements that may be used in any manner 317 connected with the construction or erection of the 318 wock, or any part thereof, shall be included in the 319 price mentioned in the Contract. 320 B. Th'e Contractor shall protect and hold harmless the 323 Owner and Engineer against any and all claims or 324 litigation by reascn of infringement of any patent 325 rights on any materials, equipment, or construction 326 furnished by the Contractor. 327 C. The Contractor shall indemnify and save the owner and 330 Engineer harmless from all claims and litigation, 331 GC - 6 conditions of the Contract GENERAL CUDITIONS Lncludina expenses and attorney fees, azisinT Out Of 33; the infringement or alleged infringement of any patent 33.-; rights on any materiais, equipment, or construction 33- furnished by the Contractor. 33@ GC-9 _GU NTEIS 33t A. The Contractor shall guarantee against all defects for 34; the period specified in the Form of Bond (or for one 34-7 year after the date cf final acceptance if no bond is 34.' required): 1. Materials and equipment shall be free from damage 34. and imperfections in design, materials or 34E construction vh:Lch would create hazards, operating 34S difficulties or unworkmanlike appearance; and 35( 2. Equipment quoted upon shall be capable of 3517 continuous and satisfactory performance under 351 normal operating conditions at.specified design 35t conditions and capacity. 35f B. The' Contractor shall repair or replace any such defects 35S in a manner -acceptable to the Owner, and without 36C expense to the Ouner,, within ten days after 361 notification in writing by the owner of such defect. 362 TO the Ccatractor shall not have made said repairs or 363 replace-meats or have made arrangements for correction 364 thereof within the period specified above,, the owner 365 may do so and charge the cost of same to the 36E Contractor. 361 C. The Contractor guarantees that all equipment delivered 37C under the Contract will be made from materials suitable 371 and adequate for the purposes intended as described i4 372 the Contract, and in a workmanlike manner in accordance 374 wit@ the best engineering practice, and that such 375 equipment.will fully ccmply with the specifications, 376 including all performance requirements and 37"? representations included in the specifications, whether 378 set forth on da ta sheets, performance curves, or 379 otherwise. The Contractor agrees to promptly correct, 380 at no expense to Owner, by repair or replacement, any defect or failure cf compliance that may develop within 381 the period specified in the Form of Bond or one year 383 after the date of final acceptance if no bond is required. Contractor*s obligation shall include any 385 GC - 7 Conditions of the Contract GENEFAL CUDITIONS labor or transportation costs incurred or invclved in 386 making corrections. GC-10.@. 1NT RPRE TTON_2F PLANS AND SPECIFICATI NS 389 .j_TA A. The Contractor shall promptly report any errors or 392 ambiguities in the plans and specifications to the 393 Engineer. Questions as to meaning of plans and 394 specifications shall be interpreted by- the Engineer, 395 whose decision shall be final and binding on all 396 parties concerned. 397 B. The Engineer will. provide the Contractor with such 400 information as may be required to show revised or 401 additional details of construction. 402 e- The Contractor will not be allowed to take advantage of 405 any errors or omissions in the plans and specifica- 406 tions. The Engineer will provide full information when 408 F.-trors or omissions are discovered. GC- I DECISIONS BY ENGINEER A The Engineer shall, within a reasonable time after 414 presentation, make decisions in writing on claims 415 between the Contractor and owner. Such decisions shall 417 be regarded as final, except that recourse to arbitration may be had as hereinafter provided. 418 GC-12 -WORKMANSHIP AND 'MATERIALS 421 A. All work done and all materials and equipment furnished 424 by the Contractor shall conform to the plans and 425 zpacifications. Competont, labor and tradesmen shall be 427 used on all work. B. All workmanship shall te of the best quality. 431 C. Wherever the specifications call for an item of 434 material or equipment . by a manufacturer's name and 435 type, and additional features of the item are 436 specifically required by the specifications, the 437 alditional features specified shall be provided whether 439 or not they are normally included in the standard 440 manufacturer's item listed. D. Wherever the specifications call for an item of 443 material or equipment by a manufacturer's rame and 444 GC - 8 Conditions of the Contract GENERAL CCNDITTONS 4"ype, and thp specified item becomes obsolete and is no 445 longer available, the Contractor shall provide an item 447 equal in quality and performance which is currently 44E available, at no change in Contract price. G C-.1 3 INSPECTION 451 A. Ithe Engineer shall observe the work on behalf of the 4514 owner, and will provide general assistance during con- 455 struction insofar as proper interpretation of the 456 Contract requirements is affected. 45*7 B. The 17naineer shall not be responsible for the acts or 460 omissions of the Ccntractor's superintendent or other 461 employees. 4,6 2 C. All materials used and all completed work by the Con- 465 tractor shall be subject at all times to the observa- 466 tion, test, and approval of the Engineer. The Con- 4672 tractor shall furnish such samples of materials for 468 examination and tests as may be requested by the Engi- 469 neer and shall furnish any information required con- 470 cerning the nature or source of any materials or 471 equipment which he pro;oses to use. 472 D. The construction, fatrication,, and manufacture of any 475 equipment or materials specified herein may be in- 476 spected by the Engineer at the plant or factory and the 47e Engineer shall have free access to make such inspection. 479 E. Any materials, equipment, or work which do not satis- 482 factorily meet the specifications may be condemned by 483 the Engineer by giving a written notice to the Con- 484 tractor. All condemned materialso, equipme-nt, or work 485 shall be promptly taken out and replaced. 486 F. Any defective material, equipment, or work may be 489 rejected by the Engineer at any time prior to final 490 acceptance by the owner even though said defective 491 items iay have been previously overlooked. 492 GC-14 INSPECTORS 495 A. .7nspectors may be appointed by the Engineer or owner to 499 see that the work is ccmpleted in accordance with the 500 plans and specifications. GC - 9 Conditions of the Contract GENERAL CCVDITIONS B. Inspectors shall have authority to suspend items of 503 work which are not beirg completed in accordance with 504 the plans and specifications, subject to the final 506 decision of the Engineer to condemn and reject items of 507 defective work and materials. C. Inspectors shall have no authority to permit deviation 510 from the plans and specifications and the Ccntractor 511 shall be liable for any deviations made without a writ- 512 ten order from the Engineer. 513 GC-15 DELAYS 516 A. Delays caused by injunction or legal actions, "Acts of 519 God," or other causes beyond the control of the''Con- 520 tractor (of which the Owner shall be the sole judge) 521 shall entitle the Contractor to a rea6onable extension 522 of time within which to complete the work. 523 B. -"Acts of God" shall mean an earthquake, flood, cyclone, 526 or other cataclysmic phenomena of nature. Rain, wind, 517 flood, or other natural phenomena of normal intensity )8 for the locality of the Project shall not be construed :5-29 as an "Act of God" and no extension of time shall be 530 allowed the Contractor because of effects of such. 531 phenomena. 532 C. Application for such extension of time shall be made to 536 the owner by the Ccntractor within ten days after the 537 occurrence of such delay and shall state reasons for 55 3 8 the request for the extension of time. D. No extension of time shall be valid unless it is given 541 in writing by the Owner. 542 GC-16 CHANGES 545 A. The Engineer shall have the right, with the apfroval of 549 the Owner, to order extra work or to make changes by 550 altering,. adding to, or deducting &-cm, the work. B. No such changes or extra work shall be authorized 553 unless covered by written order of the Engineer and 554 approved by the owner. No changes shall be made or 555 extra work ordered under this paragraph which will 556 increase or decrease the total cost of the. original 557 contract price by more than 20%. 558 GC - 10 Conditions of the Contract GENERAL CCNDITIONS C. written orders for changes or extra work shall specify 56.1 an extension of the completion time, if any, and method 56@ of payment which shall be determined as follows: 56_'i 1. Where unit prices or unit adjustment prices form a 56, part of the Contract, these unit prices shall be 56f used to compute adjustment of compensation, if applicable to the changes. 56S 2. where no applicable unit prices or unit adjustment 57.:: prices form a part of the Contract, payment for 574 the changes shall be made by one of the following 575 methods: a. By a lump sum based on Contractorts estimate,, 578 approved by the Eagineer and accepted by the 580 Owner. b. By "Cost-Plus" ds defined in the Special 583 Conditions. 584 D. In case the Contractor deems that extra compensation is 588 due him for labor or materials not clearly covered in 589 the Contract,. and not ordered by the Engineer as a change or as extra work, the Contractor shall notify 590 the Engineer in writing of his intention to make a 591 claim for such extra ccmpensation before he begins the 593 work on which he bases his claim, and he shall furnish 594 a daily record of the cost of the work to the Engineer. 595 Failure on the part of the Contractor to give such 596 notification or t o furnish records of cost shall 597 constitute a waiver of the claim for extra 596 compensation. However,, the filing of notice and the 599 rds shall not be construed to furnishing of cost reco 600 prove the validity of the claia. E. in no case shall the Contractor delay work because of 603 lack of agreement for compensation for changes or extra 605 work mentioned hereinbefore. F. All claims for extra compensation shall be filed, in 608 writing, with the Engineer before Ownerts final accep- 609 tance of work. 610 G. when changes or extra work are done on a cost-plus 613 basis, the Contractor shall submit a statement 614 including time sheets and invoices of costs to the 615 Engineer for his approval. After such a statement is 616 GC - 11 Conditions of the Contrict GENERAL CUDITIONS approved, the Engineer shall certify its correctness to 617 the Owner. qg_-17._UjU;g9PIZED WOR9 620 A. Work done without lines and gra-des having been estab- 623 lished, work done without proper inspection, or any 624 changes made or extra work done without 'written 625 author4ty will be done at the Contractor's risk and 626 w ill be considered unauthorized, and, at the option of , 62 7" the Engineer, may not be measured and paid for. 628 GC-is OTHER CONTRACTS, 631 A. The Owner reserves the right to let- other contracts in 634 connection with this vork. The Contractor shall afford 635 other contractors reascnable opportunity for the intro- 636 duction 'and. storage of their materials and for the 637 execution of their work, and shall properly connect and 639 coordinate his work with theirs. Be If any part of the Contractor's work depends fcr proper execution or- results upon the work of any other contractors, the Contractor shall inspect and promptly 644. report to the Engineer any defects in such work that 645 render it unsuitable for such proper execution and 646 results. His failure so to inspect and report shall 647 constitute an acceptance of the other contractor4s work 649 as fit and proper for the reception of his work, except 650 as to defects which may develop in the other contractor's work after the execution of his wcrk. 651 C. To insure the proper execution of his subsequent work, 655 the Contractor shall measure work already in place and 656 shall at once report to the Engineer any discrepancy 657 between -the executed work and th e plans and 658 specifications. GC 12 Conditions of the Contract GEV.-RAL CUDITIONS GO-19-OWNER'S RIGHT TO DO WOFK 662 A. if the Contractor should neglect to prosecute the work 665 properly or fail to perform any provision of this 6646 Contract, the owner after ten days* written notice to 661 the Contractor may, wizhaut prejudice to any other 66E remedy he may have, make good such deficiencies and may 67( deduct the cost thereof from the payment then or ther eafter due the Contractor; provided, however,, that 671 the Engineer shall approve both such action and the 673 amount charged to the Contractor. The Contractor shall 674 reimburse the owner for the amount by which the cost to 675 the Owner of correcting such deficiencies exceeds the 676 amount remaining due to the Contractor under the 671 Contract. GC-:n0__01R4E?1S FIGHT TO TERMINATE. CONTRACT 681 A. If the Contractor should be adjudged a bankrupt; or if 68P he should make a general assignment for the benefit of 68! his creditors; or J&Af a receiver'should be appointed on 686 &cCo ant of his insolvency; oz if he should persist*ntly 681 or repeatedly refuse or should fail, except in cases 688 for whi--!i extension of time is provided, to supply 68*@' enough properly skilled workmen or proper materials; or 69C if he should fail to make prompt payment to the subcon- 691 tractors or for materials. or labor; or persistently 692 disregard laws, ordinances, or the instructions of the 693 Engineer; or otherwise be guilty of a substantial 694 violation cf any provision of the Contract, then the @699 Owner, upon the certificate of the E*ngineer that 696 sufficient cause exists to justify such acticn, may, 697 without prejudice to any other right or remedy and 696 after giving the Contractor seven days' written notice, 70C terminate the employment of the Contractor and take 701 possession of the premises and of all materials, tools, '702 and appliances thereon and finish the work by whatever 703 method he may deem expedient. In such case, the 704 Contractor shall not be entitled to receive any further 705 payment until the work is finished. 706 B. 116 the unpaid balance of the Contract price shall 709 exceed the expense of finishing the work, including 710 compensation for additional material, administrative 711 service, and engineering fees, such excess shall be 712 paid to the Contractor. if such expense shall exceed 713 such unpaid balance, the Contractor shall pay the 714 GC 13 Conditions of the Contract GENERAL C0NDITIONS difference to the owner. The expense incurred by the 715 Owner as herein provided, and the damage incurred 717 through the Contractor's default, shall be certified by 718 the Engineer. GC-21 CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT 721 A. If, through no act or fault of the Contractor, the work 724 is suspended for a period of more than ninety days by 725 the Owner or under an order of court or other public 726 authority, or the Engineer fails to act on any applica- 727 tion for payment within thirty days after it is sub- 728 mitted, or the Owner fails to pay the Contractor any 729 sum approved by the Engineer or awarded by arbitrators 730 within thirty days of its approval and presentation, 731 then the Contractor may, upon seven days written 732 notice to the Owner and the Engineer, terminate the 733 Agreement and recover from the owner payment for all 734 work exectited and any expense sustained, plus a 735 reasonable profit. In lien of terminating the Agree- 736 ment- when the Engineer has failed to act on an applica- 7 tion for payment or the owner has failed to make any, 8 payment as aforesaid, the Contractor may, upon seven 739 days notice to the Owner and the Engineer, stop work 740 until he has been paid all amounts then due. 741 GC-22 PAYMENTS WITHHELD 744 A. The Engineer may withhold or, on account of subse- 747 quently discovered evidence, nullify the whole or 748 part of any certificate to such extent as may be 749 necessary to protect the owner from loss on account of: 751 1. Defective work not remedied. 754 2. Claims filed or reasonable evidence indicating 757 probable filing of claims. 758 3. Failure of the Contractor to make payments 761 properly to subcontractors or for material or 762 labor. 763 4. A reasonable doubt that the Contract can be com- 766 pleted -for the balance then unpaid. 767 5. Damage to another contractor. 770 GC - 14 Conditions of'the Contract GENERAL CCNDITIONS B. when the above grounds are removed, payment shall be 773 made for amounts withheld because of them. 774 GC-23 AZCEDTANCE AND FINAL PAYMP.NT 777 A. As soon as the work has been satisfactorily completed, 781 the Engineer will certify the Contractorl's final 782 estimate stating that the -work has been completed in 783 accordance with the terms and conditions of this 784 Contract, with qualifications, if any, as stated. The 785 balance found to be due the Contractor according to the 784 terms of payment shall be paid by the owner as provided 787 in the Contract; provided, however,, that any state laws 788 which designate the manner of final payment shall be 789 followed in lieu of the manner of final payment 790 outlined above. Prior to receipt of fina '1 payment, the 791 contractor shall file with the owner, a receipt in full 792 orom each manufacturer, su.bcontractor,,,and dealer for 793 all equipment and materials used on the work 'and a 794 complete release of all liens, including tax liens, 795 which may have arisen from this Contract. in lieu 796 thereoA.,, the owner, at his option, may accept from the 797 Contractor a statement showing balance due on all 798 accounts. B. The making and acci-ptance of the final payment shall 801 constitute: (1) a waiver of all claims by the Owner, 802 with the exception of such claims as may thereafter be 803 discovered; and (2) a waiver of all claims by the 804 Contractor, except those previously made in writing and 805 still unsettled. 806 C. If , after substantial completion of the work,, final 809 completion thereof is materially delayed through no 810 fault of the Contractor, and the Engineer so confirms, 811 the owner shall, upon certification by the Engineer, 812 and without terminating the Agreement, make payment of 813 the balance due for that portion of the work fully 814 completed and accepted. if the remaining balance for 815 work not fully completed or corrected is less than any 816 retainage stipulated, and if either performance or 817 labor and material payment bonds have been furnished, 818 the written consent of the surety or sureties to the 8119 payment of the balance due for that portion of the work 820 fully completed and accepted shall be submitted by the 821 contractor to the Ergineer prior to certification of 822 such payment. Such payment shall be made under the 823 GC - 15 Conditions cf the Contract GSNEPkL CCNDITMONS terms and conditions gcvkzrning final payment, except 824 that it shall not constitute a waiver of claims. 825 !jQjL't_N`O !EAIVER OF LEGAL RIGHTS 828 A. Neither the payment for, nor acceptance of the whole or 832 any part of the work by the Owner@or representatives of 833 the * Owner, nor any extension of time, nor the withholding of paymentE, nor any possession ta-ken by 834 the Owner, nor the termination of employment of the 835 Contractor shall operate as a waiver of any portion of 836 Ithe contract or -any pover therein re-served or any right 837 thereira reserved or any right thAroin provided. 838 ag=.2 5 CWNERIS RIGHT T SUSPEND WORK 841 A. Th e Owner may, at any time, suspend the work-, or any 844 part thereof, by giving ten days$ written notice to the 845 Contractor. The date for resumption. of work may be 846 specified in either the suspension notice or in a sub- 847 sequent written aotice and the work shall be resumed by 9 the Contractor within ten days after the date so specified. 850 _@f the work, or any part thereof, is suspended by 853 written notice, and if the Owner does not give written 854 notice to the Ccntractor to resume work at a date 855 within one year following the suspension date, the 856 Contractor may abandon that portion of the work so 857 suspended, and he will be entitled to payment for all 858 work done oa the portions so abandoned. 859 C. f suspension of all or part of the work by the Owner 862 causes additional expense not due to the fault or 863 negligence of the Contractor, the owner shall reimburse 864 the Contractor for the additional expense incurred due 865 to suspension of the work; provided, however, that this 866 paragraph shall nct be construed- as entitling the 867 Contractor to compensation for delays due to inclement 868 weather, failure to furnish additional surety or, 869 sureties specified herein, for suspension made at the 870 request of the Contractor, or for any other delay provided for in the Contract Documents. Claims for 871 such compensation, with complete substantiating 872 records, shall be filed with the Engineer within ten 873 days after the date of order to resume work in order to 874 receive consideration. GC -; 16 Conditions of the Contract GENERAL CCNDII"IONS GC-26 ARS"TRATION 87' A. Al 1 questions subject to arbitration under this 88, Contract shall be submitted to arbitration at the 88' choice of either party to the dispute. 88' B. The Contractor shall not cause a delay of the work 88! duri-ng any arbitraticn, proceedings,, except by agreement 88@ with the owner. 88 C. The' demand for arbitration shall be filed in writing 894 with the Engineer, in the case of an appeal from his 89, decision, within ten days of receipt of his decision. 89' !n any other case, the demand for arbitration shall be 89.. filed in writing within a reasonable time after cause 89i t@ereofp and in no case later than the time cf final 89! payment, except- as otherwise expressly provided in the 891, Contract. '_rf the Engineer fails to make a decision 89' within a reasonable time, an appeal to arbitration may 891 be taken as if his decision had been rendered against the party appealing. 89, D. No one shall be nominated. or act as an arbitrator who 90@, is in any way financiaUy interested in the Contract or W@ in the business affairs of either the owner, 901 Contractor,, or 'PZLgineer. 90! B. T@e parties may agree upon one arbitrator. In all 90E other cases there shall be three arbitrators. One 90C arbitrator shall be named by each party to this 91( Contract-, each party shall notify the other party and' 911 the Engineer of such choice in writing. The third 91; arbitrator shall be chcsen by the two arbitrators named 91-1 by the parties. If the two arbitrators fail to select 911 a third within fifteen days, the third arbitrator shall 91! be chosen by the presiding officer of the bar association nearest' to the location of the work. 91( Should the party demanding arbitration fail to name an 911 arb.itrator within ten days of his demand, his right to 91E arbitration shall laFse. Should the other party fail 919 to chocse an arbitratox within the said ten days, the presiding officer of the bar association nearest to the 92C location of the work shall appoint such arbitrator. @921 Should either party refuse or neglect to supply the 922 arbitrators with any papers or in-formation demanded in 923 writing, the arbitrators are empowered by both parties 924 to proceed ex parte. GC 17 Conditions of the Contract GENERAL CCNDITIONS 4: there be one artitrator, his decision shall be 927 binding; if there are three-,, the decision of any two 928 shall be binding. Such decision shall be a condition 929 precedent to any right of legal action, and wherever 930 permitted by law i; may be judicially enforced. 931 G. The arbitrators are authorized to award to the party 935 whose Contention is sRstaindd such sums as they shall 936 deem. proper for the time, expense and trouble 937 incidental to the appeal and,'if the appeal was taken 938 without reasonable cause, damages for delay. The 939 arbitrators shall fix their own compensation, unless 940 otherwise provided by agreement, and shall assess the 941 costs and charges of the arbitration upon either or 942 both parties. H. The award of the arbitrators shall be in writing. The 946 form of the proceeding or form of the award shall not 947 be grounds for objecticn to the award. 948 GC-27 OWNERSHI OF MATERIALS 951 All material and work covered by partial payments shall A. 9 --j 4 become the sole property of the owner, but this 955 provision shall not be construed as relieving the 956 Contractor from the sole responsibility for all 957 materials and work for which payments have been made,, 958 for the restoration of damaged work, or as a waiver of 959 ri.ghts of the Owner to require the fulfillment of all 960 the terms of the Contract. jQ=2 8 CLEANING UP 963 A. Th e Contractor shall at all times keep the premises 966 free from accumulations of waste material or rubbish 967 caused by his employees or work, and at the ccapletion 968 of the work he shall remove all his rubbish, tools, 969 scaffolding and surplus materials and shall leave his 970 work "broom clean" or its equivalent, unless more 971 exactly specified. in case of dispute, the owner may 972 remove the rubbish and charge the cost to the several 973 contracts as the Engineer shall determine to be just. 97 4 + END OF GENERAL CONDITIONS + + 977 GC - 18 Conditions of the Contract SPECIAL CONDITIONS B7869.1 SC .INDEX 1.1 Form of Specifications 1.2 Definition of Terms 1.3 Coordination of Construction 1.4 Insurance and Eonds 1.5 Subsurface investigation 1.6 Line and Grade 1.7 Storage 1.8 Water for Construction 1.9 Electricity for Construction 1.10 Sanitary Facilities 1.11 contractor's Office 1.12 Copies of Plans and Specifications 1.13 Submittal of Information 1.14 Codes and Standards 1.15 Material Tests and Certificates 1.16 Defective Equipment and materials 1.17 Existing Materials 1.18 Contract Termination 1.19 Liquidated Damages 1.20 Payment 1.21 Final Inspection and Acceptance Sc 7869 1 Conditions of the Contract SPECIAL CONDITIONS 1.1 FORM OF SPECIFICATIONS A. Abbreviated, outline type. B. Determine components of specifications from Table of Contents. 1.2 -DEFINITION OF TERMS. A. NOwner." shall mean City of Eastlake, 35150.Lake Shore Boulevard, Eastlake, Ohio, 44094. B. wEngineer" shall mean Owner's authorized representative. C. NBidder" shall mean an-individual, firm, partnership or corporation, or combination thereof, submitting a proposal for the work contemplated and acting directly or through a duly authorized representative. D. PContractor" shall mean the individual, firm, partnership or corporation, and his, their or its heirs, executors, administrators, successors and assigns, or the lawful agent of any such individual, firm, partnership, covenantor or corporation, or his, their or its surety under any contract bond, constituting one of the principals to the Contract and undertaking to perform the work herein specified. Where any pronoun is used as referring to the word "Contractor," it shall mean the Contractor as defined herein. E. "Subcontractor" shall mean any person, firm or corporation with a direct contract 'with the Contractor who acts for or in behalf of the Contractor in executing any part of the Contract, but does not include one who merely furnishes material. F. "Contract Documents" shall mean those documents listed in the Form of Contract, including all additions, deletions and modifications incorporated therein before execution of the Contract. G. "Proposal" shall mean the written offer or copy thereof SC 2 7869 1 Conditions of the Contract SPECIAL CONDITIONS of a bidder to perform the work described by the Contract Documents when made out and submitted on the prescribed Form of Proposal, properly signed and accompanied by any required bid security. H. nContract" shall mean the written agreement covering the performance of the work described in the Contract Documents including all supplemental agreements thereto. I. "Work" shall mean equipment, supplies, materials and services to be furnished by agreement, unless some other meaning is indicated by context. J0 "Written notice* shall be considered as served when delivered in person or by registered mail to the individual, fire or corporation or to the last business address of such known to his who serves the notice. it shall be the duty of each party to advise the other parties to the agreement of any change in his business address until completion of the contract. 1.3 COORDINATION OF CONSTRUCTION A. Coordinate work with other contractors, Owner and Engineer to assure orderly and expeditious progress of work. E. Select order of work and establish schedule of working hours for construction, subject to approval of Ovuer C. Access to the construction site shall be either by way of the shoreline construction easement granted this project and Galalina Blvd., or by way of Lake Erie, if access is from the water. Possible conflicts with transporting equipment and materials shall be clarified with owner prior to submittal of bid. 1.4 INSURANCE AND BONDS. A* The Contractor shall comply with the following SC 3 1 Conditions of the Contract SPECIU CONDITIONS insurance requirements: 1. Vorkerls Compensation; Uployer's Liability: Contractor shall comply with all.worker's compensation laws and employer's liability acts of the state or states having jurisdiction of the labor or services to be performed hereunder by the Contractor and shall carry full insurance, or be authorized to self-insure, covering liability of its employees under such law. 2. Comprehensive General Liability: except as may otherwise be reguired herein or by separate agreement, the Contractor shall carry comprehensive general public liability insurance, including the following. a. Premises and operations including explosion., collapse and underground coverage. bo Independent contractor's protection. co Products and completed operations. d. Contractual* including specified provision for the Contractorts abligation.ander "Contractor's Responsibility".and "General indemnification" in the General Conditions. e. owned, nonowned and hired motor vehicles. f. special maritime endorsement which covers work an navigable waters for employees who are masters, mates, and crew members aboard vessels. g. Each liability coverage shall have personal injury limits of not less than $500,000 for each person, for each occurrence, and aggregate, and property damage limits of not less than $500,000 for each occurrence and aggregate. SC - 4 7869 - 1 Conditions of the Contract SPECIAL CONDITIONS 3. Furnish to Owner 3 copies of certificates of insurance from carriers acceptable to the Owner evidencing compliance with the foregoing requirements. Certificates shall require written notice to the owner and Engineer at least 15 days prior to policy termination or the effective date of any policy changes which restrict or reduce the limits or coverage or change the name or names of the insured. Contractor shall not begin the labor or services to be performed until such certificates have been approved by the owner. B. Property insurance: 1. The Contractor shall purchase and maintain property insurance upon the entire work accomplished under this Contract to the full insurable value thereof. Such insurance sball be in a company or companies against which the owner has no reasonable objection. This insurance shall include the interests of the Owner, Engineer, Contractor, and sub-tier contractors and shall insure against perils of fire,,extended coverage, vandalism and malicious mischief. 2. The Contractor shall file one certified copy of all policies with the owner before commencement of on-site work. If owner and/or Engineer is damaged by the failure of the Contractor to maintain such insurance and to so notify the same, then the contractor shall bear all reasonable costs properly attributable thereto. 3. If this insurance is written with stipulated amounts deductible under,terms of the policy, the Contractor shall pay the difference attributable to deductions in any payments made by the insurance carrier on claims paid by this insurance. 4. The owner shall purchase and maintain such steam boiler and machinery insurance as may be required by the Contract Documents or by law. This insurance shall include the interests,of the SC 5 7869 1 Conditions of the Contract SPECIAL CONDITIONS owner, the Contractor, subcontractors and sub- subcontractors in the Work. 5. The Owner and Contractor waive all rights against each other for damages caused by fire or other perils to the extent covered.by insurance provided under this Section, except such rights as they may have to the proceeds of such insurance held by the owner as trustee. The Contractor shall require similar waivers by sub-tier contractors. In waiving rights of recovery under this subparagraph, the term "Owner" shall be deemed to include his employees, and the Engineer and his employees as the Owner's representative. 6. in y insured loss is to be adjusted with the Owner and made payable to the Owner as trustee for the insureds, as their interests may appear, subject to the requirements of any applicable mortgagee clause and of item 9. following. 7. If required in writing by any party in interest, the Owner as trustee shall, upon the occurrence of an insured lossf give bond for the proper performance of his duties. Be shall deposit in a separate account any money so received, and he shall distribute it in accordance with such agreement as the parties in interest may reach,, or in accordance with an award by arbitration in which case.the procedure shall be as provided in the General Conditions. If after such loss no other special agreement is made, replacement of damaged work shall be covered by an appropriate Change order. S. The owner as trustee shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within five days after the occurrence of loss to the owner's exercise of this power, and if such objection be mades arbitrators shall be chosen as provided in the General Conditions. The Owner as SC - 6 7869 - 1 Conditions of the Contract SPECIAL CONDITIONS trustee shall, in that case, make settlement with the insurers in accordance with the directions of such arbitrators. If distribution of the insurance proceeds by arbitration is required, the arbitrators will direct such distribution. 9. If the Owner finds it necessary to occupy or use a portion or portions of the work performed under this Contract prior to substantial completion, such occupancy shall not commence prior to a time mutually agreed to by the owner and Contractor and concurred with by the insurance company or companies. This insurance shall not be cancelled or lapse on account of such occupancy. 10.' Unless otherwise provided, the owner shall pur- chase and maintain property insurance upon the entire work at the site to the fall insurable value thereof. This insurance shall include the interests of the owner., the Engineer, the Contractor, and sub-tier contractors in the work and shall insure against the perils of fire, extended coverage, vandalism and malicious mischief. 11. The owner shall file a copy of all policies with the Contractor before an exposure to loss may occur. If the Owner does not intend to purchase such insurance, he shall inform the Contractor in writing prior to commencement of the work. The Contractor may then effect insurance which will protect the interests of himself and the sub-tier contractors, and by appropriate change order the cost thereof shall be charged to the Owner. If the Contractor is damaged by failure of the Owner to purchase or maintain such insurance and to so notify the Contractor, then the owner shall bear all reasonable costs properly attributable thereto. 12. if by terms of this insurance any mandatory deductibles are required, the owner shall be Sc 7 7869 1 Conditions of the Contract SPECIAL CONDITIONS responsible for payment of such mandatory deductibles in the event of a paid claim. 13. The Owner shall purchase and maintain such steam boiler and machinery insurance as may be required by the Contract Documents or by law. This insurance shall include the interests of the Owner, the Contractor, subcontractors and sub- subcontractors in the Mork. 14.- If the Contractor requests in writing that insurance for special hazards be included in the property insurance policy, the owner shall, if possible, include such insurance, and the cost thereof shall be charged to the Contractor by appropriate change order. 15. The Owner and Contractor waive all rights against each other for damages caused by fire or other perils to the extent covered by insurance provided under this Section, except such rights as they may have to the proceeds of such insurance held by the Owner as trustee. The Contractor shall require similar waivers by sub-tier contractors. In waiving rights of recovery under these terms, the term "Owner" shall be deemed to include his employees, and t 'he Engineer and his employees as the Owner's representative. 16. Any insured loss is to be adjusted with the owner and made payable to the Owner as trustee for the insureds,,,as their interests may appear, subject to the requirements of any ap;licable mortgagee clause and of iten 19 following. 17. if required in writing by any party in interest, the owner as trustee shall, upon the occurrence of an insured loss, give bond for the proper performance of his duties. He shall deposit in a separate account any money so received, and he shall distribute it in accordance with such agreement as the parties in interest may reach, or SC 8 7869 1 Conditions of the contract SPECIAL CONDITIONS in accordance with an award by arbitration in which case the procedure shall be as provided in the General Conditions. If after such loss no other special agreement is made, replacement of damaged work shall be covered by an appropriate Change Order. 18. The Owner as trustee shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within five days after the occurrence of loss to the Ovnerfs exercise of this power, and if such objection be made, arbitrators shall be chosen as provided in the General Conditions. The Owner as trustee shall, in that case, make settlement with the insurers in accordance with the directions of such arbitrators. If distribution of the insurance proceeds by arbitration is required,, the arbitrators will direct such distributione 19. If the owner finds it necessary to occupy or use a portion or portions of the work performed under this Contract prior to substantial completion, such occupation shall not commence prior to a time mutually agreed to by the owner and Contractor and concurred with by the insurance company or companies. This insurance shall noi be cancelled or lapse on account of such occupancy. co Performance and payment bond-, 1. Contractor shall furnish performance and payment bond using the enclosed Form of Bond as security for the faithful performance and payment of all his obligations as required in the contract Documents. The bond shall be in an amount at least equal to the Contract price, with such sureties as are licensed to conduct business in the state where the project is located and as are otherwise acceptable to owner. 2. If the surety on any bond furnished by Contractor Sc 9 7869 1 Conditions of the Contract SPECIAL CONDITIONS is declared a bankrupt, or becomes insolvent, or its right to do business is terminated in any state where any part of the project is located, Contractor shall within five days tberea 'fter substitute another bond and surety,, both of which shall be acceptable to owner. D. Additional bonds and insurance: prior to delivery of the executed Contract by Owner to Contractor* Owner may require Contractor to furnish such other bonds and such additional insurance, in such form and with such sureties or insurers as Owner may require. if such other bonds or such other insurance'are specified by written instructions given prior to opening of bids, the premiums shall be paid by Contractor; if subsequent thereto, they shall be paid by Owner. 1.5 SUBSURFACE INVESTIGATIO A. A subsurface investigation has been conducted. 1. A,geotechnical report concerning subsurface materials or conditions has been obtained by Engineer for Engineer's own use and has been relied upon by Engineer in preparing plans and specifications. 2. A copy of said report will be made available by Engineer to any bidder for review upon request in writing. Vritten requests are required to be in the following form: "Please forward a copy of geotechnical investigation report for subject project. The contracting firm herein named releases owner and Engineer from any responsibility or obligation as to its accuracy or completeness or for any additional compensation for work performed under the Contract due to assumptions based on use of such furnished information.n 3. The report, including any recommendations therein, is not guaranteed as to accuracy or completeness, SC - 10 7869 - 1 Conditions of the Contract SPECIAL CONDITIONS and is not a part of the Contract Documents. No express or implied agreement, warranty, guarantees or representation is made as to such report or any part of such report. Conditions affecting the work may differ from those indicated in the report. Bidder shall adjust its bid to cover any risk which it might expect to encounter. B. Contractor assumes all responsibility for its work on this project and shall not rely on subsurface informa- tion obtained from Engineer or Owner. Neither owner nor Engineer will be responsible in any way for addi- tional compensation for work performed due to Contractor's assumptions based on subsurface information obtained from Engineer or Owner. C.. Before submitting its Proposal each bidder will, at its own expense, make such additional investigations and tests as the bidder may deem necessary to prepare its Proposal for performance of work in accordance with the time, price, and other terms and conditions of the Contract Documents. On request, each bidder will be provided access to the site to conduct such investiga- tions and tests as each bidder deems necessary for submission of its bid. 1.6 LIVE AND.GRADM A. obtain line and grade from existing bench markse and other reference points established by Owner. B. contractor will establish a survey baseline for the project for the purpose of construction and quantities measurement. C. Provide men, tools, stakes, and materials as required to establish temporary or permanent reference marks in connection with work.. D. Perform detailed measurements and transfer elevations as required to lay out and construct work. Sc 7869 - 1 Conditions of the Contract SPECIAL CONDITIONS ... .................... . E. Preserve bench marks and other reference points; if distu'rbed, replace according to Engineer's instructions, at no cost to Owner. 1.7 STORAGE A. Limited outdoor storage space will be available at project site. B. Store materials and equipment in manner which will preserve their quality and fitness; provide temporary storage buildings as required. C. Location of construction facilities, including construction plant and yard on site, shall be subject to approval by owner remove upon completion of work. 1.8 WATER-POR CONSTRUCTION A. Contractor shall make his own arrangements for water to meet his construction requirements. 1.9 E@ECTRICITY FOR CONSTRUCTM A. Contractor shall make his own arrangements for electrical service to meet his construction requirements. 1.10 SANITARY-PICIIITIES- A. sanitary facilities shall be provided by Contractor for use of all construction personnel, including those of other contractors, for the duration of the project, as follows: 1. Facilities shall consist of chemical units, complete with weather-tight enclosure, adequately ventilated, and equipped with latching door. 2. chemical units shall be maintained weekly or at lesser periods if determined necessary. Chemical units shall be in accordance with the rules and SC - 12 7869 - I Conditions of the Contract SPECIAL CONDITIONS regulations of the locality of the project (state, county or city). 3. Contractor shall furnish toilet paper for the chemical units and shall replenish supply whenever required. 4. sanitary facilities remain property of the Contractor and, upon completion of the work, shall be removed from the site. 1.11 -CONTRACTOR'S OFFICE A. Contractor shall provide, maintain and heat an office for his use at job site; equip with telephone. 1.12 COPIES OF PLANS AND SPECIFICATIONS A. After award of Contract, Contractor may obtain, at no charge, a maximum of 5 complete sets of full-size plans, as listed in the specifications, and 5 sets of specifications. B. Additional copies of specifications, and , full-size plans may be obtained under the following conditions: 10 specifications: a. Furnished at no charge by Engineer in reasonable number consistent with extra copies in Engineerts possession. b. If Contractor's requirement for additional specifications necessitates reprinting of specifications, Contractor shall pay the entire cost of such reprinting. co Partial sets of specifications will not be provided. 2. Full-size plans: SC - 13 7869 1 Conditions of the Contract SPECI1L CONDITIONS a. Complete sets of fall-size plans may be purchased from Engineer at S5.00 per set. b. Partial sets of full-size plans will be supplied at Engineer's reproduction charge. C. Revised plans and specificationsr if required, will be provided by Engineer to show authorized changes or extra work under the following conditions: 1. Specifications: furnished at no charge,, in same quantity as original issuance. 2. Pull-size plans: a. One revised, complete (or partial, as required) set of full-size plans will be issued, at no chargee for each fall-size set originally issued, and for each full-sized set purchased by the Contractor after award of Contract, up to 4 copies maximum. one full-sized reproducible set will be issued to accommodate the Sth and subsequent sets purchased by the Contractor., Contractor shall use reproducitle set to complete printing for additional plans in his possession. b., go distribution of revised prints to update partial sets will be made, unless requested by Contractor and paid for at Engineer's reproduction costs. 1.13 �UBMITTAL OF INFORMATIO A. General: after award of Contract, submit information requested herein to location designated. B. Construction schedule: 1. Submit 5 copies within 15 days after request; show dates of starting and completing various portions SC - 14 7869 - 1 Conditions of the Contract SPECIAL CONDITIONS of work, including Contract price breakdown for these items.- 2. Contact Owner for suggested items to be used. 3. submit to owner. C. Purchase orders and subcontracts, prices need not be shown: 1. Submit I copy. 2. submit to owner. D. Test reports and certificates: 1. Submit I copy, unless specified otherwise, of reports required in specifications. 2. Submit to owner. E. instruction manuals: 1. Submit 5 complete sets of instruction manuals covering installation, operation and maintenance for equipment, auxiliary items and accessory. devices furnished, and including assembly drawings, descriptive literature and parts lists, with identification symbols, for all replaceable parts and assemblies. a. instruction manuals shall include nameplate information and shop order numbers for each item of equipment furnished. b. Instruction manuals shall include a list of recommended spare parts. co Information contained in manuals shall be comprehensive and specific in character and not general. SC - is 7869 - 1 Conditions of the Contract SPECIIL CONDITIONS .. .. ............ do Each manual shall be bound between hard covers and the contents shall be properly indexed. 2. Submit to Owner. Shop drawings and manufacturers' information: 1. Submit to owner. 2. material requested herein or in specifications. Term "shop drawings" refers to all drawings prepared by Contractor and/or his suppliers and includes all fabrication drawings, working drawings, catalog data, manufacturer's specifications, equipment and material schedules, detailed layouts and assembly information. 3. Normal submittal: a. Drawings not larger than 3611 x 1200: submit 1 copy of each drawing to owner. Copies of draving*s submitted shall be black line on white background or reproducible mylars. owner or Engineer will photographically reproduce additional copies of drawings as required for distribution. b. if Contractor will not grant permission for Engineer to reproduce drawings, Contractor shall submit 5 copies of each drawing to Owner. co Drawings larger than 36" x 1200, printed catalog information or brochures, or other multiple page documents: submit 5 copies of each drawing to Engineer at Muscatine office. 4. Engineer will review shop drawings, indicate action taken according to the classifications set forth in the "Instructions For Shop Drawing Transmittal" bound herein, and return one copy to Contractor. SC - 16 7869 - 1 Conditions of the Contract SPECIAL CONDITIONS Additional copies: as If Contractor's copy is marked "RESUBMIT." Contractor shall recheck drawing and make necessary revisions in accordance with comments noted on shop drawing and/or in separate letter and resubmit 1 final copy to Engineer at Muscatine office. If drawings exceed 36" x 120" in size, resubmit 5 final copies to Engineer at Muscatine office. b. If Contractor, s copy is marked "REVIEWED" or PREVIEVED AS NOTED." Contractor shall submit 3 additional copies to Bngineer at Muscatine office. Contractor may proceed with fabrication of the work detailed on the drawings. 6. Shop drawing transmittal form: a* shop drawing transmittal form is bound, herein; two pads of forms (approximately 100 sheets per pad) will be furnished by Engineer; Contractor shall reproduce any additional copies required; use in accordance with instructions given on the attachment. b. Submit 3 copies of the transmittal form for initial submittals and resubaittals. 7. Contractor's responsibility: check shop drawings prior to submittal for errors, correctness of details and conformance with the Contract; for coordination between suppliers and subcontractors; and for internal coordination within the prime Contract. 8. Review of shop drawings by owner does not relieve the Contractor of responsibility for errors, correctness of details or conformance with the Contract. 9. Contractor shall be responsible for making corrections to materials and equipment as required SC - 17 7869 - 1 Conditions of the Contract SPICIAL.CONDITIONS ........... .............. to obtain conformance with Contract requirements, whether such corrections are required during . review of shop drawings, subsequent to release of drawings, data and information mentioned hereinbefore, or after fabrication and shipment of materials and equipment. 10. Submit shop drawings for navigational aids in accordance with the preceding instructions: a* Navigational aids. G. Addresses: 1. Following addresses shall be used for submission of information requested herein. 2. Engineer at Muscatine office,: Mr. Jack Pink Stanley Consultants, Inc* Stanley Building Muscatine, Iowa 52761 Telephone: 319-264-6290 3. owner: Mayor Morris Becker City of Eastlake 35150 Lake Share Boulevard Eastlake, Ohio 44094 1.14 CODES AND STANDARDS A. Perform work in accordance with best present-day in- stallation and manufacturing practices; conform to "Manual of Accident Prevention in Construction" by The Associated General Contractors of America, Inc. and occupational safety and Bealtb Act requirements. B. Comply with all applicable laws, building and construc- tion codes and requirements of governmental agencies SC - 18 7869 - 1 Conditions of the Contract SPECIII CONDITIONS under whose jurisdiction work is being performed; fees for permits and licenses shall be paid by Contractor. C. Unless specifically noted to contrary, conform with and test in accordance with applicable sections of latest revisions of codes and standards listed in specifica- tions. D. Conflicts: 1. Between referenced codes and standards: code or standard establishing more stringent requirements shall be followed. 2. Between referenced codes and standards and speci- fications and plans one establishing more. stringent requirements shall be followed. 1.15-.MATERIkL TESTS-AND-CERTIPICATF-s- 1. material tests: 1. when requested in Contract Documents, provide samples of materials for testing by qualified testing laboratory; selecticn of laboratory shall be subject,to approval by Owner. 2. include all costs for tests in proposal. B.. Certificates of compliance: when requested by Contract Documents, submit certified statement from manufacturer that materials supplied conform with requirements of standards specified. C. if owner has reasonable doubt that materials furnished comply with specifications, Contractor shall make additional tests as directed: 1. If additional tests establish that materials comply with specifications, all costs for such tests will be borne by Owner. SC - 19 7869 - I Conditions of the Contract SPECUL CONDITIONS 2. if additional tests establish that materials do not comply with specifications, all.costs for such tests shall be borne by Contractor. 1.16 -DEPECTIVZ QUIPMENT AND MAJERIkLS- A. Defective equipment: 1. if equipment fails.to conform to requirements of Contract Documents or to operate satisfactorily, correct such defects promptly at no cost to Owner. 2. owner will have right to operate unsatisfactory equipment until it is replaced or corrected, without cost for depreciation, use, or wear* 3.- Remove equipment from operation for examination, adjustment, alteration or change only at times approved by owner. B. Defective materials: 1. if materials fail to conform to requirements of Contract Documents, correct such defective materials promptly at no cost to Owner. 2. Contractor shall repair or replace defective materials only at times approved by owner. 1.17 ZJISTING MATBRIALS k. Remove existing dredgings, excavated fill and debris not required for or used in new installation. 1.18 CONTRACT TERMINATION k. If work is stopped as a result of action of any federal, state, local or any other governmental authority, or any court, because of national emergency, and as a result it would be impracticable to proceed with the Contract, the Contractor and owner may,,by written agreement, terminate the Contract. SC - 20 7869 - 1 Conditions of the Contract SPECIAL CONDITIONS .......... .... B. Agreement to terminate the Contract shall include terms and conditions of termination and provision for making compensation to any party under the facts and circumstances in the case. C. If Owner and Contractor cannot agree to termination, or to terms and conditions of such terninationg including compensation, either may have questions determined by bringing appropriate action in the district court of the state and county in which the work is located. 1.19 LIQUIDATED DAMAGES A. Time of completion of work is of the essence of this Contract. Should Contractor neglect, refuse or fail to complete project within time herein agreed upon, after giving effect of extension of time, if any, as herein provided for, in view of difficulties in estimating with exactness, damages caused by such delay, owner shall.have right to deduct from and retain out of such moneys, which may be then due or which may become due and payable to Contractor, sun of $250 per calendar day for each and every calendar day that such construction is delayed in its completion beyond time specified, as liquidated damages and not as penalty. B. If amount due and to become due from owner to Contractor is insufficient to pay in full any such liquidated damages, Contractor shall pay to Owner amount necessary to effect such payment in fulle provided owner shall properly notify Contractor in writing of manner in which amount retained, deducted or claimed as liquidated damages was computed. 1.20 PAYMEN A. Separate payment will be made for only those items of work specifically described in Contract Documents and specifically listed in Form of Proposal; all other work shall be paid for by applicable unit price for items to which work pertains. B. Payment made as follovs: SC - 21 7869 1 Conditions of the Contract SPECIAL CONDITIONS 1. Ninety percent of value of work accomplished during regularly scheduled 30-day periods, including equipment and materials delivered: payable within 30 days following such periods. 2. Final ten percent: payable 31 days after final acceptance of work.by owner. 1.21 FINAL INSPECTION AND ACCEPTANCE A. Notify owner when work is considered to be completer in operating condition, and ready for final inspection. B. Owner , after determining that installation is ready for final inspection, and after giving 10 days' notice to Contractor, will make final inspection and tests he deems necessary to determine if prcvisions of specifications are satisfied. C. owner will not accept work nor make final payment to ,j Contractor until owner has certified that work of Contractor is complete and in conformance witb specifications. + + END OF SPECIAL CONDITIONS + + SC - 22 7869 1 TECHNICAL SPECIFICATIONS 7869 1 Division 1 General Requirements SECTION 01010 SUMMARY OF WORK B7869.1 01010 SECTION INDEX. ....................... 1.1 Reference 1.2 Scope of the Work 1.3 Certificates of Compliance and. Tests 1.4 Completion of Work 01010 - 1 7869 - 1 Division 1 General Requirements SECTION 01010 - SUBRABY CY WORK A. Requirements of the General Conditions and Special Conditions apply to all work under this Section. 1.2--SCOPS OF THS-WORK Ae Contractor shall provide all materials, equipment, and labor for the complete construction of the jetty, revetments, graded beach, dredged channel, and associated items in accordance with drawings and specifications. B. Vork includes preparation of site access road; site clearing; excavation; channel and structure foundation dredging; regrading the existing embankment; installation of armor stone, secondary stone and bedding stone; installation of navigational aids.; and surface and site restoration as identified on drawings and in Specification including grading of deposited spoil material. 1.3 CERTIFICATES OF COMPL ANCB- NR-TES-S A. Contractor -shall provide necessary certificates of compliance and material for sampling and testing. Sampling and testing shall be done by the Engineer as necessary to ensure adherence to specifications. 1.4---COMPLETION OF WORK A. All work identified on drawings and in specifications shall be completed within 365 calendar days on the notice to proceed. Final elevations shall conform with lines and grades identified on drawings. + + iND OF SECTION 01010 + + 1) 1. J. McAlister 2) G. P. Tavener, G. J. Fink 01010 - 2 7869 - 1 Division 1 General Requirements SECTION 01150 MEASUREMENT AND PAYMENT .......... .......... .. . .. ...... B7869.1 01150 SECTION INDEX 1.1 Reference 1.2 General 1.3 Description of Unit Price Items 01150 - I 7869 - 1 Division 1 General Requirements SECTION 01150 - MEASUREMENT AND PAYMENT ................................ 1.1 REFERENCE A. Requirements of the General Conditions and Special Con- ditions apply to all work under this Section. 1.2. GENERAL A. Items of work described herein are specifically listed in the Form of Proposal for separate measurement and payment. B. No other item of work required by the drawings or specifications shall be measured or paid for as a separate item, but shall be included as part of the listed unit price item to which the work pertains. Failure to list all such related work in the following descriptions of unit price items shall not invalidate this stipulation. 1.3 DESCRIPTION OF UNIT PRICE ITEMS A. All measurement for payment shall be performed by Contractor and will be subject to verification by Engineer unless otherwise stated herein. Contractor shall perform initial and final cross sectioning and other measurements required for determination of quantities. Results of such measurements shall be made available to the Engineer for verification. Contractor shall furnish qualified personnel to assist Engineer in making field checks for quantity verification as directed by the Engineer. B. Following descriptions are intended to define areas of work associated with unit price items. C. Armor Stone, Underlayer Stone (Secondary Stone), Bedding Stone; ton (2,000 lb. TON): stone delivered and placed in the permanent work in accordance with Contract drawings and specifications will be paid for through respective unit prices. Stone shall be weighed over scales furnished by the Contractor or over public scales weighed by a certified weigh-master. The weight of stone to be paid for shall be the gross weight less 01150 2 Division 1 General Requirements SECTION 01150 MEASUREMENT AND PAYMENT the unloaded weight of the truck, any dunnage used, or any stone not meeting specifications for the class of stone being delivered. Scales furnished by the Contractor shall be verified for accuracy periodically by the Contractor or as requested by the Engineer. Such verification shall be in a manner approved by and in the presence of the Engineer. original copies of all scale tickets shall be furnished to the Engineer. All costs incurred by the Contractor in determining stone quantities shall be included in the unit price bids. D. Dredging; cubic yard (CY): includes all cost of labor, materials and equipment for dredging navigation channel and structure foundations, removal of logs and debris, placement of dredge spoils at approved site; and placement of debris at an approved off-site location; payment on basis of volumes of material removed from its original places as determined by bathymetric surveys conducted before and After dredging operations and by method of average end areas. E. River Bank Revetment?, square yard (SY): includes all cost of labor, materials and equipment for the placement, securing, and filling of 18-inch gabion matresses on the prepared river bank. F, Navigation Lights; each (El): includes all cost of labor, materials and equipmet necessary to install navigation beacon according to requirenents of U.S. Coast Guard. END OF SECTION 01150 + + 1. J. McAlister 2) G. P. Tavener, G. J. Pink 01150 - 3 7869 - I Division 2 Site Work SECTION 02000 GENERAL INFORMATION .............................. B7869.1 02000 SECTION INDEX 1.1 Reference 1.2 Submittal of information 1.3 Codes and Standards 1.4 Datum and Baseline 1.5 Commencement and Prosecution of Work 1.6 Stone Quality 1.7 Stone Placement 1.8 Underwater Excavation 02000 - 1 7869 - 1 Division 2 Site Work SECTION 02000 - GENERAL INFORMATION ................... ....... 1'.1 'REPERENCE A. Requirements of the General Conditions and special conditions apply to all work under this Division. 1.2 -SUBMITTAL P INFORMA ION A. General: see Special Conditions, "Submittal of Information" and "Material Tests and Certificates.0 B. Submit the following: 1. The proposed plan of operation to be followed in constructing the-revetment, site work, and related construction. 2. 1 materials list identifying the source of supply for each stone type. 3. Suitable test reports or service records of use in similar applications shall be submitted to the Engineer to determine the acceptability of stone. Test results shall include specific gravity (saturated surface dry), magnesium sulfate soundness, and freezing and thawing as required for classes of stone. 4. manufacturer's catalog data for navigation aids, equipment, gabion fabric containers, and stone fill. 1.3 CODES--AND S A D RDS A. General: see special Conditions, "Codes and Stan- dards." B. fork shall comply with appropriate codes and standards of the following organizations: 1. American Association of State Highway and Transportation Officials (AASHTO),. 2. American Society for Testing and Materials (ASTS). 02000 - 2 7869 - 1 Division 2 Site Work SECTION 02000 GENERAL INFORMATION 3. State of Ohio Department of Highways Construction and Material Specifications CODES). 1.4 DATUM AND BASELINE A. Elevations shown on the drawings are based upon Inter- national Great Lakes Datum. B. A survey baseline shall be established by the Contractor with the approval of the Engineer. Reference points identified on drawings shall remain intact for duration of project. Computation of quantities shall be based upon measurements referenced to this baseline. 1.5 COMMENCEMEN_T AND PROSEUTION OF. WORK A. Stone work may be commenced at any location selected by the Contractor and approved by the Engineer. Work shall be completed in one continuous segment for each individual element. B. Should work be halted at the end of a construction season, the extremities of the completed work shall be protected with armor stone as directed by the Engineer. Stone used for such protection will be paid for at the respective unit prices. No additional payment will be made for such protection. Upon resumption of work, units of armor used for said protection shall be reset to the lines and grades shown on drawings. So additional payment will be made for resetting of stone. 1.6 STONE OUALITY. A. General: 1. The stone shall be free from cracks, seams, deleterious matter, and other defects as would tend to increase its deterioration from natural causes. material likely to contribute to water pollution is not acceptable. 2. No individual stone shall have its least dimension less than one-third its greatest dimension. 02000 - 3 7869 - I Division. 2 Site work SECTION 02000 GENZRIL INFORMATION B. Armor stone, underlayer stone (secondary stone), gabion basket fill stone, and bedding stone: 1. Specific gravity shall be deter mined in accordance with ASTH C127 and shall be at least 2.56, equiv- alent to a weight of 160 pounds per solid cubic foot. 2. Stone loss in the soundness test shall be determined in accordance with ASTE C88, And shall not exceed 10%. 3. Stone loss in the freeze and thaw test shall be determined in accordance with 11SHTO T103 and shall not exceed 10% after 25 cycles (one freezing and one thawing shall constitute one cycle). 4. The above tests may be waived if evidence is submitted shoving approval of stone for similar applications by State of,ohic and/ or U.S. Government agencies. 5. In event that stone of differing quality may be supplied from any one source, exact location in quarry from which material tested was extracted shall be clearly stated. C. Sand fill: excavated beach sand material that has been cleared of debris and other deleterious materials that may break down the effectiveness of the bed. 1.7 STONE-PLACEMENT A. Armor stone, underlayer stone (secondary stone), and gabion fill stone: 1. Place to the lines and grades shown on the draw- ings, with a neat finished surface.. 2. Insofar as practicable, stones shall be set with their longitudinal axis normal to the center line of the revetment and dipping downward toward the center of the structure. 02000 - 4 7869 - I Division 2 Site Work SBCTION 02000 - GENERAL INFORMITION 3. stones shall have vertical joints broken and be securely set. B. Bedding stonet. material may be-dumped from truck or placed by other approved method in such@manner as to secure a reasonably graded compact mass to the lines and grades shown on the drawings. C. Sand fill: 1. Place excavated material to lines and grades shown on the drawings. 2. No voids shall result from placement of material. 3. Material shall be machine ccmpacted. 1.8 -UNDERWATER EXCAVATION A. Excavate to lines and grades under the water surface of Lake Erie as shown on the drawings. Any material excavated beyond designated limits must be removed from site and disposed of properly by Contractor. No payment will be made for overexcavation. B. Commence construction by deposition at the proper stone as soon as possible to prevent trench from refilling with extraneous material. C. Material which is rejected by the Engineer for use as beach sand fill must be removed from the site and disposed of properly by Contractor. Separate payment will be made for this material. + END OF SECTION 02000 + + 1) 1. J. McAlister 2) G. P. Tavener, G. J. Pink 02000 5 Division 2 Site Work SECTION 02110 CLEARING B7869.1 02110 SECTION INDEX 1.1 Reference 1.2 Clearing and Grubbing 02110 1 &CONTRACT Division 2 Sitework SECTION 02110 CLEARING 1.1 REFERENCE A. Requirements of Section 02000 apply to all work under this section. 1.2 CLEARING AND GRUBBIN A. Clearing and grubbing shall be done in conformance with ODHS Item 201 "Clearing and Grubbing." E. Remover by clearing and grubbing, trees, stumps, roots, brush, vegetation and debris from areas to be excavated or to receive fill. C. Dispose of spoil material by removing from site. Se- lected rubble may be incorporated into fill material as permitted by Engineer. D. Contractor shall avoid undue disturbance of North island (including North Island Marsh) during construction of project. + + END OF SECTION 02110 + + 1) I. J. McAlister 2) G. P. Tavener, G. J. Pink 02110 2 &CONTRACT Division 2 Site Work SECTION 02881 DREDGING B7869.1 02881 SECTION INDEX 1.1 Reference 1.2 General 1.3 Dredging 1.4 Disposal of Dredged Material ............ 02881 - 1 7869 - 1 Division 2 Site Work SECTION 02881 DREDGING ............. ............ 1.1-AEFERENCz- 1. Requirements of Section 02000 apply to all work under this Section. Use of the word Odredgingw shall not preclude use of land-based machinery where applicable. 1.2 GENERAL .1. Perform navigation channel and structure foundation dredging as required for construction of work under this Contract. B., Provide any maintenance dredging required concurrently with the construction of the jetty and river.bank protection to remove sediments from portions of the channel already constructed and preserve the integrity of the required channel dimensions. 1.3 DREDGING 1. Use a clamshell dredge or a crane with a clam bucket mounted on a barge, or a suction dredge for dredging channel and jetty foundations. Equipment employed shall allow satisfactory control and facilitate the handling of the material to be removed including buried debris. B. Disposal of dredged material: by truck operating from shore, dump barge operating in water, pump by pipe to disposal site, or other method approved by owner and Engineer. C. Should existing walls adjacent to dredging area be damaged as a result of Contractor's operations, Con- tractor shall repair or replace damaged portions. D. Character of materials to be removed: see Instructions to Bidders, "Bidder's Knowledge" and soil survey information. E. Geometry of dredging requirements: see drawings. F. Overdredging: removal of material in excess of project _J 02881 2 Division 2 Site Work SECTION 02881 - DREDGING .............- depths will not be paid for unless approved by Engineer prior to such removal. 1.64 RISPOIAL-OF DRE 0kj"TZRIA A. General: on-site spoil discharge area for acceptable dredge spoils is shoun on drawings; obtaining off-site disposal location for unacceptable material is Con- tractorls responsibility. 8. Sand sized dredged material in excess of what is required for backfill and for spending beach shall also be deposited at on-site disposal area. C. During progress of work, Contractor shall not deposit debris, logs, timbers, metal components, rock or any other such type of rubbish or obstructive material which may be encountered during dredging operations at site or on-site disposal area. Such materaials shall. be deposited in suitable off-site disposal site, location of which is approved by owner and Engineer. Disposal in a wetland is not permitted. D. Maximum elevation of any dredged sands deposited at shore of on-site disposal area shall not exceed plus 109 above datum (low water datum: 568.61 IGLD). E. Provide temporary dikes, levees, weirs, ditches, and other regulating structures to prevent spoil from encroaching on private property or navigation channels and to limit the degree of water turbidity to reasonable levels. Spoil encroachment does not include dispersion of material to east of on-site disposal area by natural littoral processes. F. All fences, roads, ditches, private or public grounds and other structures which may be damaged as a result of Contractor's operations shall be repaired or rebuilt by Contractor at his expense. + + END OF SECTION 02881 + + 1 1. J. McAlister 2) G. F. Tavener, G. J. Pink 02881 - 3 7869 - 1 Division 2 Site Work SECTION 02885 JETTY B7869.1 02885 SECTION INDEX 1.1 Reference 1.2 General 1.3 In-situ Sand Quality 1.4 Stone Classification 02885 - I 7869 - 1 Division 2 Site Work SECTION 02885 JETTY 1.1 HEF RENCE A. Requirements of Section 02000 apply to all work under this section. 1.2 GZNERAL A. The jetty consists of two sections. The outer section, circular in plan, is referred to as jetty "headn while the remainder is described as jetty "trunk.u 1.3. IN-SITU SAND-QUALITY .A. in-situ sand underneath the jetty: shall be a clean, durable product free from clays, shales, silt stone, and other deleterious materials that may break down and decrease the effectiveness of the bed. 1.4-STO E-CLASSIFICATIO A. Jetty head: 1. Armor stone: a. Average weight: 5,000 lb. (2.5 Ton). b. Maximum weight: 10,000 lb. (5 Ton). C. minimum weight: 3,750 lt. (1.88 Ton). 2. Underlayer stone: a. Average weight: 500 lb. b. Maximum weight: 1,000 lb. c. minimum weight: 375 lt. 3. Bedding stone: a. Average size: 4n. b. Maximum size: 8". 02885 - 2 7869 - I Division 2 Site Work SECTION 02885 JITTY C. Not more than 10% of material, by weight, less than 29. B. Jetty trunk: 1. Armor stone: a. Average weight: 2,000 lt. (1.0 Ton). b. Maximum weight: 4,000 lb. (2 Ton). ce Minimum weight: 1,500 lb. (0.75 Ton). 2. Underlayer stone: a. Average weight: 200 lb. b. Maximum weight: 400 lb. ce Minimum weight: 150 lb. 3. Bedding stone: a. Average size: 4". b. Maximum size: 80. ce Not more than 10% of material by weight, less than 2". END OF SECTION 02885 + + 1. J. McAlister 2) G. P. Tavener, G. J. Pink 02885 3 7869 1 Division 2 Site work SECTION 02886 SPENDING BEACH RETAINING WALL B7869.1 02886 SECTION INDEX 1.1 Reference 1.2 Stone Classification . ........ ....... ...... .. 02886 - 1 7869 - I Division 2 Site Work SECTION 02886 SPENDING BEACH RETAINING WALL .................. 1 .-REFERENCE A. Requirements of Section 02000 apply to all work under this Section. 1.2 STONE CLASSIFICATION A. Bubble sound Beach retaining wall: 1. Armor stone: a. Average weight: 2,000 lb. b. Maximum weight: 3,000 lb. C* Minimum weight: 1,500 lb. 2. Underlayer stone: a. Average weight: 200 lb. b. Maximum weight: 400 lb. co minimum weight: 150 lb. 3. Bedding stone: a. Average size: 40. b. Maximum size: 8N. ce Not more than 10% of material, by weight, less than 2". + END OF SECTION 02886 + + 1) .1. J. McAlister 2) G. F. Tavener, G. J. Pink 02886 - 2 7869 - 1 Division 2 Site Vork SECTION 02887 - SPENDING BEACH ... ........... . B7869.1 0-2887 SECTION INDEX 1.1 Reference 1.2 Grading 02887 - 1 7869 - 1 Division 2 Site Work SECTION 02887 SPENDING BEACH 1.1--REPERENCE- A. Requirements of Section 02000 apply to all work under this Section. 1_2__gRjD1NG A. Perform excavation and backfill as required. B. Finish surface to grade and cross-section shown an drawings. Grade to a smooth, uniformly sloping (1:10), flat surface. C. Suitable material cut from excavation areas shall be moved to areas requiring fill; excess material or material not suitable for fill shall be disposed of by Contractor in approved disposal sites. + BID OF SECTION 02887 + + 1) 1. J. McAlister 2) G. P. Favener, G. J. Pink 02887 - 2 7869 - 1 Division 2 Site work SECTION 02888 - CHANNEL REVETMENT B7869.1 02888 SECTION INDEX 1.1 Reference 1.2 Sand Fill 1.3 Side Slope Grading 1.4 Gabion Mattress Bedding 1.5 Gabion Mattress 02888 - 1 7869 - 1 Division 2 site Work SECTION 02888 - CHINNEL REVETMENT 1.1 REFERENCE A. Requirements of Section 02000 apply to all work under this section. 1.2 SAND FILL A. Sand fill: excavated beach sand material that has been cleaned of debris and other deleterious materials that may break down the effectiveness of the bed. 1.3 SIDE SL PE GRADING I. Channel side slopes shall be graded to I an 1.5 as shown on drawings. If natural material is found to be unstable at this slope, slope may be reduced as authorized by Engineer. 1.4 GABION-MAT ESS-BEDDING A. 6-12 inch bedding stone similar to that used elsewhere on project. 1.5 GABION--NATTRESS- 1. General: gabion baskets shall be provided so as to provide a minimum mattress thickness of 180. They shall be laid to the lines and grades shown on drawings. B. Basket wire: 0.1062" diameter with a mesh opening of not greater than 3" x 40: wire shall be galvanized with a minimum of 0.80 oz. psf of wire surface. Wire shall have an ultimate tensile strength of not less than 65,000 psi. C. Basket edges shall be manufactured into selvedges containing galvanized wire of not less than 0.1535" diameter D. Baskets shall be subdivided into compartments by mesh diaphragms so that individual cell shall not exceed 40" in length. 02888 - 2 7869 - 1 Division 2 Site Rork SECTION 02888 CHANNEL REVETMENT E. Binding: individual baskets shall be tied at selvedges and at each diaphragm with galvanized binding wire of not less than 0.08660 in diameter. Not less than 4 ties should be made to each 18" of edge. Baskets shall be wired to each other. P. Pilling: 6" tpo 8" stone should be used of quality equal to that used for jetty, with exception that rounded stone of sufficient size will be acceptable. Secure tops of gabions tog,ether with ties a 6" intervals when filling is complete. Pilled gabion baskets may be placed by sling if required. G. Manufacturer: Maccaferri Gabion of America, Inc.; Bekaert Steel Wire Corporation, or equal. END OP SECTIOR 02888 + + 1. J. McAlister 2) G. P. Taverner, G. J. Pink 3) A. P. Cole, M. E. Carstens 4) W. R. Klatt 02888 - 3 7869 - 1 Division 11 Equipment SECTION 11851 NAVIGATION AIDS (BEACON LIGHT) B7869.1 11851 SECTION INDEX 1.1 Reference 1.2 Codes and Standards 1.3 General 1.4 Light Support 1.5 Support Pole 1.6 Navigation Beacon 11851 - 1 7869 - 1 Division 11 Equipment SECTION 11851 NAVIGATION AIDS (BEACON LIGHT) 1.1 REFERENCE A. Requirements of the General Conditions and Special Conditions and Section 02000 apply to all work under this Division. 1.2 CODES AND STANDARDS A. See Special Conditions, "Codes and Standards.* B. Work shall be in accordance with applicable codes and standards of the following organizations: 1. American Society for Testing and Materials (ASTH). 2. American Concrete Institute (ACI). 3. American Welding Society (AVS). 4. U.S. Coast Guard (Class 1 private aid to navigation). 1.3 GENERAL A. Furnish and install all support piles and navigation beacons, as specified herein or shown on drawings. 1.4 LIGHT SUPPORT, A. Steel H Pile: HP 10 x 42 with a minimum embedment to elevation -21.0. 1.5 SUPPORT POLE A. Pole assembly material standards: 1. Structural steel: ASTM A36. 2. Anchor bolts: ASTM A307. 3. Galvanizing: conform to ASTM 123. 11851 - 2 7869 - 1 Division 11 Equipment SECTION 11851 - NAVIGATION AIDS (BEACON LIGHT) 4. Standard weight of pipe: ASTR A120. 5. Welding: conform to Structural Welding Code AWS D1.1-20. 6. Height: capable of supporting navigational light at least 201 above water. 7. Diameter sufficient to withstand wind load. B. Structure fabrication: 1. Fabricate all materials as shown on drawings. 2. Connection detail: connection detail for the support pile and navigation beacon attachment not detailed on drawings shall be designed by fabricator and shall be subject to Engineer's revie'w. 3. shop assembly: the structure shall be pre- assembled in shop. 4. Shop painting: surface preparation "Power Tool Cleaning", in accordance with SSPC-SP 3-63. 5. Apply two coats of rust-resistant paint and two finish coats in shop; touch up in field; color of finish coat, yellow. 6. Structure erection: a. Assembly of pole: provide all bolts, tools, etc., required for assembly of pole. b. Installation: 1) Assemble accurately as shown on drawings. 2) Handle carefully so parts will not be damaged. 11851 - 3 7869 - I Division 11 lquipment SECTION 11851 NAVIGATION AIDS (BEACON LIGHT) co Install plumb, level, and solidly anchored to support pile. 1.6--NAVIGATION BEACON A. Lantern: 1. Lens: 155 mm colored acrylic "Tresnelm lens. 2. Green lens shall be fitted on east beacon, red lens shall,be fitted to vest beacon. 3. Tungsten incandescent light shall be used. 4. Display height: not less than 201 above water level. 5. Range: light most be visible for at least one mile. B. Flasher/la,mpchanger: 1. Cycle: light flashing cycle of more than 15 and less than 30 flashes per minute. 2. Sunswitch: sunswitch will allow operation only between sunset and sunrise. 3. Lampchanger: automatic lamp changer (6 or more lamps) shall be provided to allow for burn oat of lamps. 4. Operating temperature: fully operational. between 0 P and 125 P and resilient to temperature extremes of -60 P to 140 P. C. Battery: 1. Battery: light must be powered by an independent reliable source, compatible with lantern system, with operating temperature range of 0 F to 125 P, and capable of giving at least 12 months service to lamp between sunset and sunrise without recharge. 11851 - 4 7869 - 1 Division 11 Equipment SECTION 11851 NAVIGATION AIDS (BEACON LIGHT) 2. Battery box: galvanized steel, top opening battery box on which lantern will mount. D. Manufacture and quality standard: Tideland Signal Corporation, P. 0. Box 52430, Houston Texas, 77052. model CHAN-3 light assemblyr or equal. + + END OF SECTION 11851 + + 1) 1. J. McAlister 2) G. F. Tavener, G. J. Fink 3) A. P. Cole, M. E. Carstens 4) V. R. Klatt 11851 - 5 7869 - 1 SHOP DRAWING TRANSMITTAL PROJECT TITLE PROJECT NO. CONTRACT NO.- PROJECT LOCATION CONTRACT TITLE CONTRACTOR'S TRANSMITTAL ENGINEER'S/ARCHITECT'S ACTION STATUS ABBREVIATIONS: S - SUPPLEMENTAL REFERENCE TRANSMITTAL NO. R - REVIEWED RS - RESUBMLT NO. SUBMITTAL MFR. STANLEY NO. DISTRIBUTION REWD ADD'L r MANUFACTURER SUBJECT STATU. COPIES COPIES COPIES NEW RESUB gD'kj NO. CONTR I R OWNERI Pi - - - - - - - - - N YXSR REQ'D REQ'D CONTRACTOR'S REMARKS ENGINEER'S/ARCHITECT'S REMARKS CONTRACTOR'S IDENTIFICATION NUMBER CONTRACTOR'S NAME ADDRESS BY DATE ACTION OF ANY KIND ON DRAWINGS BY ENGINEER/ARCHITECT DOES NOT RELIEVE CONTRACTOR FROM RESPONSOLITY FOR ERRORS. CORRECTNESS OF DETAILS AND CONFORMANCE WIT" THE CONTRACT. BY DATE INSTRUCTIONS FOR SHOP DRAWING TRANSMITTAL 1 Shop drawings and manufacturers' information submitted shall be accompanied by completed copies of the "Shop Drawing Transmittal Form. 11 Submit number of copies as specified under "Information for Engineer" or"Information for Architect. 2 Number each transmittal consecutively, assigning resubmittals new transmittal numbers. 3 Do not include new submittals and resubmittals on the same transmittal, form. 4 A brief title under "Subject" should clearly identify the specific application of the equipment or material covered by the drawing, utilizing where possible the same title used on plans or in specifications. 5 Information under "Contractor's Transmittal" shall be completed by Contractor prior to submittal. 6 Information under "Engineer' s/Architect's Action" will be completed by Engineer or Architect. 7 Submit additional copies 'or revised copies as indicated on the returned transmittal form or as set forth in this specification under "Information for Engineer" or"Information for Architect. 8 Engineer's or Architect's action is classified as follows: a) REVIEWED: indicates that the shop drawing has been reviewed and appears to be in general agreement with the plans and specifications. b) RESUBMIT: indicates that the shop drawing or part thereof does not appear to be in general agreement with the plans and specifications. c) SUPPLEMENTAL REFERENCE: indicates that the shop drawing gives information that is incidental to the work described in the plans and specifications and is for general information only. Attachment to Form No. 3001-RI SHOP DRAWING TRANSMITTAL Ohio CEIP M 'N'; lu nd' 4", .The mouth of the Chagrin River, Eastlake, and the completed wingwall. & 'A M, lft@ W Wt' Nt HA71 WF M d "We 'XI ie t W -T -4. View from upriver, looking north. Ohio CEIP Looking east, across the Chagrin River, at the completed wingwall. 4@ @d MIM IN .......... as, A@ M@j NO N CHAGRIN RIVER H PLANS H L -mo FOR MAN CHAGRIN RIVE CHANNEL EAST HAGRIN G G CEI POW" PLANT AKOJEC T RIVER CHANNEL CHAGRIN RIVER JETTY/BREAKWATER EASTLAKE, O.H10 F F CITY OF EASTLAKE EASTLAKEOHIO EASTLAKE LOCA710N MAP E FEET E INDEX TO DRAWINGS CENERAL LEGENC GENERAL NOTES: 0 OWG No. L E tA -1 DESNIGNATESFCUTTING ALLELEVATIONS REFERENCED TO LOW WATER DATUM (LWO) TI PLA E OF S CTION LWD L= )56&6@ FT. INTERNATIONAL GREAT LAKES DATUM 1869 .1 COVER SHEET AND INDEX IGD TAKEN AT FATHERS POINT QUEBEC. 7869.2 PLANS AND SECTIONS N A-1 DVRlEW iCENTIFICATI WMH BIECHR OVAIRMIENFiSlEONISNANHD/CFRIELEVATIONS MARXEOCTHUS (t) MUST BE AN Z> t L I I U I . IN UM E )ONO NU 7869-3 CONSTRUCTION PL LBEFS N SOIL BORING LOGS VIEW IS CA L 0 OUT DIMENSIONS ARE GENE RA LLY TO SCALE, BUT SHOULD NO T BE EL-10 ELEVATION DESIGNATION SCALED. USE DIMENSIONS SHOWN. N.T.S. (NOT TO SCALE) I S SHOWN ONLY H ERE DIMENSI ON ISOBVIOUSLY OUT OF SCA LE. C 8 AT FULL SiZE 0 1 2 3 IN 0 1 2 3 4 5 6 7 8cm A, SCALE AS SHOWN )ESIGNED OR CHAGRIN RIVER NO. REV. AWN COVER SHEET AND INDEX CNECKE ETTY/BREAKWATER 7869- 1 0 ISTANLEY CONSULTANTS APPROVED APPR ]A OVE "ATION't C-LIANTSIN E-FEIING.AA-ITECTU.1, PLA-ING-I..-E.1 EASTLAKE,OHIO ATE NO. REVISIG OVED I APPRI I NO.? REVISIONS DRAWN I APPROVED I APPROVED 0 E'4411M I NTIE L I a 1 9 1 @ 10 1 12 1 2 3 4 1 s 6 7 LIMIT OF %lom@k D&LI71,11,11, ?A N JETTY H rk 'A 60DO Lb. ARMOR, 6TUqL ?DLt*V X. O.OB 1@ 160.0 y - 1000. OD @A tA- 2 A- 2@ ORFV(E0 6KANNEL ISEV c 600 LIS. UUVLF, LAYLP, ISIOUE NATURAL BOTTOM@ IA tk 10.01 V VA LDLAIE REW WAVIbATIO9 AID AT LUITEK Of JET11 HEM? E L- 6.0' LDLAIE 1,11w polul F u--10.0 LIAV16ATIDLI AID --Vir,?NAL k1tEk G AT PDU 12 @A 1501711,11, MMI&IAL L DPEDfEV 60. V KADIUG K @A 6HANNEL @4 EL- k JETTY KENU 1 *1 A-Z POILIT 6 6ECTION z, i yl; 51q.14 1'- 10' @lv LIT K JETTY 141.56 Y 4.0' 4.0' POLE 't', Y-10-011 6-4 EL'L,.4! 7DBO L& A&MOF, GIDUE ;o EUGIDU SEKA&I FILL 10.0 \7 20D Lb. UIIVEK LAVEK 45TORE IAATUIkL 59TTOM 6EWEKAL PLkg A50VE WATEK *LALE NOR ELEVA11OLI, OF TOE VMtEA 11,16 MATMIAL-) (6EL JETTY COU61KULTIOLI PIW) PLACE I, ZH E- 17 NV HERE AND DERINO bED9 VAKIEG (;4- T 16' To 75.) 7.1 NNE-L 04@) MUT 4 1,14OULVER, OF RIVER X- 179.00 REVETMENT JETTY TRUNK &- z --KIVEK 15AUK 6 ELI ION Z. -3 EVf.E OF DREVLEV '7t P1 L E I'= 10' E06E OF PREVIIEV 4.0, 4.0- (HANNEL //--7000 Lb+ AFAAOF, 15TOUE 4@0' 4. 7000 Lb. ARMOR. 61OME ER.HIOIl 15EKIA 0, OEA61-1. FILL) . I EL VA&IEi j/ lf-%lAll IILL,7 bEAL 6LOFE ALIEVt&L 190 LIS. LIUVEK LkNtk 41011E 200 Lb. I NATURA@L LAIL 6ROUND EL -&.0' UllE& VREV6FP EL: .0' 6TOgE CHANNEL E L-9.5' 0 EL 9.51, 'a VAKIE5 5.0'1 4ROUNI7 MATEKI&L-"// 1-7 7' H iao' VAKIE6 NATURAL bEvoluls 17. 1' (W) CORNER OF -'ONCRETE 4 4, 0' 3DA' H --C&V ID 21.1') IRA' TO, ;Dq') c WALL,X=0.0,[email protected] b-z oc- z z 0 15ECTION 2,3 6ELTION Z. 3 "ZALE 1 1'- 10, 5CALE I'- tO' kEP61E OF DREvap LHNNNEL H E96E OF VKE06LU CHANNEL is. &1 .4.0 40 10.01 bolklub PKE174EV Fl" (TYFILAL) 4 10.0, 1.@'&AlION L+/,. 4' NOTE: MATTRE5i I ELEVATION', REFER To LOW WATER VATUIA (LWVJ ('A') CORNER OF CONCRETE WALL EL +04 LWV= f 5&8.601 AOOVE 16LO b1t,01.1up DEVOINC. MATERIAL k LIMIT Of 1.81 - 8. KIVEK SANK KEYETMENT AT FULL SIZE 0 1 2 3 IN A 4ECTIO@ 0 f,6ALE: 1'- 10' 0 1 2 3 4 5 6 7 8 c. 10.70'1 lp A,@ll L5, AIMlll, 11,1@1lllt 2 L, U 'L LA BE IGNEO-Q. F. 7-- SCALE A6 5VIOW9 CHAGRIN RIVER C.FCKEG NO. REV. R ED JETTY / BREAKWATER PLANS AND SECTIONS - APP a STANLEY CONSULTANTS EASTLAKE.OHIO 7869-2 0 ED. REVISIONS DRAWN APPROVED-1 -APPROVED DATE 60-i REVISIONS DRAWN I APPROVED APPROVED DATE DATE -Al C-TS 1. E--- -I 1 2 1 3 1 4 1 6 6 7 1 8 1 9 1 1 12 1. 4' LIMIT OF PREPGIMG NAVIGATION LIGHT wrou H 5,000 L& hAMOK OTOWE EL 10' WO L6. UWBEKLAIEF, 6TOME 5.0, 1 51 1370ME AT TOE !:i POLE '17" "POINT E 5T -EL -1.8 LOCATE NEW MkVIGATIoa k P NATURAL thyE BEV It - LOCATE 14EW 5 AT CENTER OF JETTY HRV EPPING 6TOUE I' 9@ (LN&tE5T kl OUTER NAVIGATION AIV if) 44,8' KAR 1.0' MlU.(ElCkVATE IF IJECL60M) ALT POLE 0 POINT F G A J ETTI HEN17 @6f`aff. V16POOAL AKE REVGLV 5CkLi 1- 10' 4,000 1-6- ARMOK 8TOWE ZOOO LIS. Alwalk 6TOME 4. 0' 4 0' EX)STIN11 BULKNEAV EL.1.0 %;'y POIUT 5 400 LB. U11VIKLNIEK ;TOIJE ;IOWE 5.01 1 1 50 6.0 MIN M "10 EL-1.0 AA "IN EL, -1. 1 "X -446kf 1 F POLE.'C" j.O'MlU.([%CAVkTE @-Blvqlua 610ME I WhT LAKE 50 7.0'Mig NAT LAKE. BOTTOM IF W LtErG&KY) 70 L5) EL.-3D (�) @7@ -4 0 ':@ECTIOW 63 E t, T 10 V4 -T.-3- FOIWT K ---A- 3 JETTI TYUUV- /-FILL JETTY "PECK" (LkKE BOTTOM EL.-I.6 IkWV PEEPER) p 5Ck& 1'- 10' 10' P014-T J 4 -0' 4.0. %OOL6. UMPEKL&IEI, 6TOgE 4. 0' 4 0ZOOO Lb. ARPOK fiTOUL FLNEE VKEV&[V LRAMWEL EL 5.9 1.5 1000 I.B. AKMOK 6TOWE IILT F KIC 0' EL. 90 100 I.B. UMVERL&YEF, 6TOWE E. 6AMP WER@ AND BE141WV 1.5 1 BE C 5ACKFILL WITH VXEP&LV 9AW17 POINT W .1@ 6WOULDEK OF KIVEK If 6. 0' RiVETMEWT 6.0' 5.0' NAT. LiKE BOTTOM MIM. RIVEll BAWL REVETMELIT STOUE) -3ECT(ON E-E 5ECTIOW 'Z,3 JETTV TRUWV, JETTY T&Ukk (LAKE E.DTTOMEL.+I.OAWV ABOVE) (P)UFFORTIPG WAVE @56OKBTIOW BEACH) MERAL FLU- ABOVE WAIE K 4CALE11 1'- 10' 5CALE: 1" 60`0" 20600+ ARMOX 6TOME ZOOOL6. ARMOR 010 4.0'UIII FILTEK FKBRIC KE.O&EP 6ARV FILL r-7 [L.VARIE;(@l.OTO+5.O ME L +'10 Z-` 100 LB. UWVEKLX'lEF, EL.VAKIE6 f-1.0 TO O@0) 100 Lb UlIVLKI-WEI@ 1.5 /" "# STOWE L!5 I\y' E R FILL If , I UAT 0,0111,19 1.5 N&T GKOUUV 06 0 a 10.0' If FIL EK FkblkIt ("r) CORIJu or CONCRETE F-F Z.O'MIU.(I"-9"BEPV1MG 6TORL) WALL, SECTIOW 27- 13PEPPING BEACH REIAIMING WALL G e)ECTIOW CALE: 1" 10' 2.3 eFERPIMG 13LACA KFTfIWIW6 WALL W0716: u 0 SCALE: I"z 10" I.LLEVATIOW95 REFEK TO LOW WXTEK PATUMILWV) -76P OF P11,06EV 4-0@1 OF u 7-LIWPERLAYER MATENIAL,IF UeEV FOR TEMPORARY VREVGEP 6HPNNEL ACCE66 15Y LAWP-5A6EV 1QUI?ME9T,,MLIoT, (SEACM KET414E&) BE TKIMMEV TO THE 6ECTIOLI 59OWk 0 T14E C14AWWEL VKAWIRG'5 PRIOR TO PLkLEME147 OF AKMOK is.&, 4.0 4.0. 10,01 --- PKEP4EP FILL 5TONE. :0.0' L@&. 4' /,fILIIK IMF 51ACM RLTAIME1, 111 PROFILE C)r--;jOIL BORING 1.1)'&ADION -1 Ltl@ (TYPICA L) MATTKE@ 0 ILt blktc. EL-6.4; '71 ZOOO L5. 6100E El :.AT, GROU WATUKA.L 4&OUUI? @@T G ("A-) CORUEK OF [5 z FL.#l 0 CONCKLTE. WALL EL-&.0' t lao, &EPEIIN& E L- 8. 5 IIATIIII'AL ELL0 liTOME. LIMIT Of 0.51 21.8, 14. W H 7.3 VRE9GIUG FLIVElk DANK KEYETM%ENT (A LT I, K W k-T F.) AY FULL SIZE R IVE R REVET N\E 91 6CALE 1"- 10' 0 1 2 3 IN 4UTION SCALE: I'T 10' 0 1 2 3 4 5 6 7 8 Crn A 0 U @11 N SCALE A6 69 OW W NO. REV. n' CHAGRIN RIVER CHECKI _2 PPR JETTY/ BREAKWATER PLANS AND SECtIONS 7869 L mE 17.1 C@ J. F:,.k 5-7 - --t' 8-31 JAPPROI-a TANLEY CONSULTANTS EASTLAKE, OHIO Plak\IvIll WN I APPROVED I APMny-p -A-T-E-10 I- E-1.0-1 C-1111-Ij 11, -111-1- AQ-TECTUIE ND+ REVISIONS ORAWN APPROVFn 12 4 7 1 1 9 10 N TOE OF UNDER LAYER TOE ARMOR STONE EXISTING D P L 161.18, E 0 E s 86*-52 -13' E STRUCTURE HEAD NEW JETTY POLE '13" E) F POINT E EL.-IA.O 'N 295.73' G 124 'N I ON 1415 EXISTING-POLE-_ .5,N s si -33'-51 W ON 2 E.L- 40 POINT F F 0 20. 2' N 2*-5l'-45" W led E E J) cl OF, E.OGF To EL (0-0 BACKFILL AROUND STRUCTURE e'EKM F1 10 ABOVE WATER LINE PF,Ev ENT K - OUT V L HEAD N FILING - a EXISTING I CONCRETE WALL EL 0.0 POINT K POINT G POLE "C" 7-- R E L 0 C A T 10 N 0 1 A G R A M A A WO 6LALL C NOTE : POLE "D" IS KNOWN TO HAVE BEEN DISTURBED DURING THE WINTER OF 80/81. USE WITH CAUTION. lp PROJECT COORDINATES POINT X (EACT) V (LIO&TIA) DESCRIPTION J E T T Y A -2a.71 229,57 CORNER, EXISTING BULKHEAD B 0.00 354.79 CORNER, EXISTING BULKHEAD CONSTRUCTION P L A N C 23.73 769.01 LIGHT POLE (EXISTING) (WATER NOT SHOWN) D 0.00 1000.00 LIGHT POLE (SEE NOTE) GLALE I'= 10`0" E 160.94 SSI.20 NEW JETTY HEAD 8 F 168.61 916.59 NEW JETTY TRUNK B G 319.19 78 NEW JETTY FOOT 7 5 3:.57 ON H 1 3. 0 6 .30 BEACH RETAINER 1.5 1 172.50 651.30 BEACH RETAINER I ON K 147.58 781.73 BEACH RETAINER Bol CRA14HE DREDGED TO POINT J CHANNEL SLOPE TO BE BACKFIL EIDEA 0 ORE SE TO SOUrN AT FULL SIZE S OF-ST RUC TURE AND PROTECTED L D N S 0 '00, 0 0 1 2 3 IN POINT H WITH F GAB ON REVETMENT- A (SECTION E-1) 0 1 2 3 4 5 6 7 8 cm n a--b-kt SCALE k6 CHAGRIN RIVER CONSTRUCTION PLA NO. JETTY BREAKWATER N STANLEY CONSULTANTS, 7869-3 0- W -- I I E-1-11G 1AC-ITEC-E. ..--T EASTLAKE OHIO 0. -RFVISI( RVISIONS I DATE tt' 'ql5l 1 1 2 3 4 5 1 7 9 10 11 12 1 UPPING LAYER BERM E '*a 4, STRUCTURE WEND NEW JETTY 11/1 Ap t% k 0. 76.00' H ElISTIM6 POLE p 'ef '14e a- e4 F POINT E /q/ tNAY(GATIOW 54,. -4a, LIGRT TO BE 1-4 PLACED ;AEFE) 4. -23*1 4@ fle 4,01 0. G G OREP&L tWANUEL 10 EL.-L.0 TO MEET WATOK41 LPkKE 5DITOM K EX16TIWG POLE + 644'-OW-45"W POINT F (MEW MkVIGAI]OW 1.161-IT 4 6 POLL 6 'EVPLACED RERE) V137 J TO 2!- q t, (/5""IL P16POSAL AREA '45. vo@ F F BEVPIW& LAYER BERM EL.- 1.0 E%CkVATED 6LOPE TO BE BACKFILLED WIT14 VRE176EP SEPPIMA LAYLK BE R Nk EL. 1. 1 W E E NAT U RA L 60TTOM POIwT G 0 EliGTIM4 q szo CONCRETE WALL 45e4 0 A RELOCNTIOW VINARNM LE40 NO -;CPLE -V I@ KWOWU TO HAVE BEEW POLE 9113TURBED PUKING TRE WINTER c POLE "C" of 80/81 . LISE WITH L&LITIOIA. c 1z, VKEV&EV c@NUV FILL PRDJ E CT COO RPI IJ AT Eco polul X06T) Y@MOKTWI DE6CKI PTIOU JETlY COWSTRUCTIOW PLIkW A -28.1 10 Z74.57 CORNER, EMST11,18 BULV.WEPV B 0.0 345.19 CORWEK , [XlcTIW 4 bIILKPEkV (WATER MOT tjWOWW) f ?5.73 169.01 L14WT POLL JEII;T IN41 TO'-O" v B.Do I D 00. 00 LGHT POLL 4LE WOIE) E 111.45 997.90 NEW dLTIY WEkV F B5. 17 9 18.19 MEW JETTY TRUNK G 13 1 JETTY FOOT fill. I 181@51 MEW U 3,50 01.30 BEACH REIAIIIJE& 0 EL fU 112.50 G51. so bEACW RETAINER 158.11 1011.89 6EXCH RETAINER. POINT 14 ire RIVEF, BAIJK REYETMEWT (100- 0 F BA W K. (M I N)) 0 POINT J (OPTIONAL COMtTKLICTIOW OF hv us.) AT FULL SIZE 0 1 2 3 IN i & 0 1 2 3 4 5 6 7 8 cm A SCALE A6 ONO M 0 S GN AGRIN RIVER DRA N CH No. REV C NW JETTY BREAKWATER ECKE CONSTRUCTION PLAN APR OV ILI 6EMERAL (KLVPAWN) pp ol ED J @Fl IMSTANLEY CONSULTANTS 7 kv I Qjr,- la-IF- 15.2&L31 AR16E 0 IER-10-1 -1.1T.- A-111ECTURE -NIIG 11D IA-ENT EASTLAKE,OHIO 869-31 NO. REVISIONS I DRAWN I APPROVED I APPROVED I UAI t I ND.1 REVISIUM 12 H. LOG OF OMNO NO LOG OF m" No LOG W wm. 10 NO . ..... . .... -; Tir % G 7 A LkK I EKI 7_ axl- .11. iLl"ll" a &A L L I Nk bLVDL =:I= z LOGOFSORING.N0 WGOFBMINGNO 0" FOL E 0" PIT! KOA13 -IT r LEM . r. FOINT -b- 4, 11.. G1 ... iill. -m-z 7. "A 111. till -1. IT- 11-i m wwd RLFERMi PWOTO (NO SCALE - SPRING 1114) ;4Lt- m mm B.M. F1 RE A Y B R h NT AT I N T E K rb E ( T 10 NOF RIVER DRIVE AND GALALiNA BLVD. WITH KAIf)ED LETTER6 "MATH LIV6" ON FLANGE. 6K SPECIFICATIONS FOR E L. 571-15' (1& L D). INFORMATION ON REPOKT CONCEKNING, 051.156LIKFALE INVESTIGATION. c AT FULL SIZE 0 1 2 3 IN 0 1 2 4 5 6 7 8 1- A s SCALE: DESIGNED CHAGRIN RIVER ORAWNOZ@ NO. rHECKE "e APPROVED JETTY / BREAKWATER SOIL. BORING LOGS 7869 STANLEY CONSULTANTS EA-STLAKE"-,--OrHt0@ 10- ROVED I OAT NO.1 REVISIONS DRAWN APPROVED APPROVED DATE DATE Ap-I t&, tial -T-AL --Nl- 1-N-- A.I..'-- 1- 20- REVISIONS DRAWN APPROVED APP IE 12 1 2 3 4 CHAGRIN All ER If PLANS VA FOR ff R.0 c@ a @T a- KOJE -E. C-ft co KE CHAGRIN RIVER JETTY/BREAKWATER EASTLAKE OHIO Nu o F 41 IF CITY OF EASTLAKE EASTLAKE90HIO EA5TLAKE LOCATION MAP FM INDEX TO DRAWINGS CENERAL LEGENC GENERAL. NOTES: OWG NO. TITLE tA -1 OESIIGNATE S CUTTING ALL ELEVATIONS REFERENCEDOTO LOW W ATER DATU M (LWO) 7869 .1 COVER SHEET AND INDEX PLA E OF SECTION LWO = 56U. FT. INTER ATI NAL GREAT LAKES DATUM kI GLO) TAKEN AT FATHERS POINT GUEBEC. 7869 .2 PLANS AND SECTIONS A-] VIEW IDENTIFICATION NUMBER DIMENSION S ANO.,'OR ELEVATIONS MARKED THUS (I) MUST BE .3 CONSTRUCTION PLAN S E C T 1 0 N -I- ORA ING NUMBEB(S) ON WHICH VARIFI E0 IN THE FIEL 0BY THE CONTRACTOR. 7::: LOGS 7 -4 SOIL BORING VIEW IS CALLED OUT DIME NSIONS ARE GE SERALLY TO SCA LE, BUT SHOULD NOT BE EL-10 ELEVATION DESIGNATION SCALED. USE DIMENSIONS SHOWN. N.T.S. (NOT TO SCALE) ISSHOWN ONLY WHERE 0 IMENSION IS OBVIOUSLY OUT OF SCALE, C AT FULL SIZE 0 1 2 3 IN 0 1 2 3 4 5 6 7 8 cm A - - ' v SCALE As SHOWN CHAGRIN RIVER mm REV. C"m A STANLEY CONSULTANTS JETTY /BREAK WATER COVER SHEET AND INDEX 7869-1 0 -wrv-ltiwut DKAWIII A= EASTLAKE,OHIO REVISION$ OAAWIN I APPSOVID I A"MWO I QAYE I MEL I L IA] 1 3 LIMIT lF OK1061W6 'A 1@ A 4- JETTY IA rA' 0000 Lb. AKMOK 610ME POLE*V' 'A POILIT E ?@ )A 1- 160.0 1.0.00 rk Vk Y. 1000.00 Vk 'A E L'&. V rk 'A tA- 2 A A. z DKEO&EV CHANNEL bEl? Lo. ULIVEF, LXYE& 6TOME N?,TURAL 50TTOM 10.01 LDLAIE MEW 906ATI011 AID AT LEWEIR, OF JETTY MEAD L.- 4,.0' LOCAIE LIEW PoluT F EL'10.0 wAVI6ATIDI,l W &KEk AT Fou 12 L 4,0.7.' KAVIU6 i;HhNNEL \4 blivulul, A&ME111ILL EL-t..O' 0 JETTY HEAD POILIT 6 6EC, I IUN 2. 0 1- 61q.14 cCALE: 0- 10' EXATIUb Y. 161.56 buLKHF NO PD11.11 K JETTY X-141.66 Y - 4.0' POLE 'C'. Xz Y-70.01 5-4 c*'o ZBOD L& AkM9R. CROME EU61OU bEm- 0, 11 LIATLIK&L 51ITTOIA WATEF, FILL-,/ 200 Lb. UUVEL LAYEK 61DUE, bERE&AL PUIA AbDVE QKALE polul J ELEVAIIOLI OF TOE VA&I[4 0 5091@ MATEKIAL-) mt, (6EE llnY LOW&UTIOU PLIIJ) PLACE PRE17601HANNEL, (16 To IV) tyANV 14 RE AND DEHIN9 UKIL,5 T04@) I FDILIT H 1,HOULDEF, OF &IVEF, X. 179.50 KEVETMENT JETTY TRUNK 'Y=4,/.%Oo 4 'L - -- b-z , KIVE& 6AUIL 4Ecl ION Z. IIEYETMLUI EVI.E OF OKE176EV lt ALE: 1'- 10' 6 HANN EVAE OF ORE06EP 4.0' 4.0' 4AANNFL. ZOOD Lb. AKIAO& 6TOUE ti 2000 Lb. A&MOF, 47DUE 10.01 EL+9.4' EF.M1014 bEl, OEALH FILL elEACH IILL.7 If EL YAKIE" &EV PIN bEACH 6LOPE 0 1 m ..... & " ZOO Lb. Ulln& LILYM 6199E ZOD Lb. NATURAL EL -&.0' ELI 11.0 6KOUNV PRE ullplik LAYE p6EP 6TOLIE 7 0 CHANNEL EL -9.01 -r3 NATURAL 5EVVILlb 10.0, (0.01 VAILIES VARIES 9.01 6ROUNO 17.71 f7.1' ('59 COKNEK OF CONCRETE (&6. To TV) (it v To ;2q.) 44.0' 30.q, c WALL,X-0.0. 1-0 4.71 C 4c- z z 0 15E4TION -1 5 Et T ION .a 44ALE : 1'- 10' SCALE 1'- 10' kEV4*E OF OREoup LHANNEL 14 E96E or PRE06ED &1 .4.0 4.0, W. I" H d-1-01L b0fltlls PRE94EV FILL 4 (TllILkL) 4 10.0, IA'&ADION EL*/,.V NOTE: MATTKE" I ELEVATION') REFER TO LOW W ,"A') CORNEK OF E +O-4P LWO-f6t.8.40' A6OVF l(LV ATER PATUM (LWd CONCRETE WALL WATMILL bflOUup EL-4. 15EVOIN6 14 . MATERIAL k LIMIT of 1 .4 Its, 'L 1. 6, RIVER PANK &EVETMENT AT FULL SIZE 0 1 2 3 111 19ECTIOR E-Z i I I , . . ' I - ' - ts 0 1 2 3 4 7 A wb 'u"u Lo ANMUI, "I 'LL 1@@11A( H 200 Lb U'Dt@ LAY eZALE I'-10' r F, T...... Alb 640W9 1 1. - - CHAGRIN RIVER __JDESIGNED SCALE No. REV. JETTY If BREAKWATER PLANS AND SECTIONS APPIRO" MSTANLEY CONSULTANTS 869-2 0 a REvislows WN APPROV(D APPA I IATE IA EASTLAKE,OHIO 7 1 ORA GVED DATE INELI RIVlSIQfjj------r-0AAW% 1 APPROWO L APPROVED I lk 13911 2 T- 6 LIMIT Of HoflIA RAO. PREDGIM11 NAVI&kTIGU LIGAI SUPfOKT 5,000 LIS. ARAOR 5TOWE EL1.0' 'A @00 Lb. UNOLKLAIEK 6TOAE Pow E 50 3T - 5 T 6T DUE AT TOE miu. POLE EL -1.5 50.0 LOCkTE UtW UkVIGATIO9 MV UATUKAL LAY-E 5EV LOCATE NEW AT CLUTEK OF JETTY H[kV Emma, sTOUE 1' 9' (LAdSE6T W OUTER EVAE) 'AIUjElCkYATE IF WECL60" wAmex1ow AID 44.6' NAP AT POLE D POIk7 IF Yt, 63ECTIOW -?73@ G \-l-6POIL V16POOAL AKLA--,\, JITTII kEhl? R IEPGAE P CIAAWLIL IL 4.000 LIS. AAMOK OTOUE Tood Lb. kkMal, 6TOUE 4' 40' POIUT & a.lo EL. 9.0 EXIGTIMS SOLKWEAP T't 400 I.S. UUV1&LXVEK 4TOUE STOWE 6.0' AMA I U, MILL FIAIU-1 EL-1.0 [L.-I.1 1@ - sp_m UA,7. LAKE BOTTOM IF TE @-51EVPIWG 671311E I zo, AA I W. 1.01 IAIU. ( [%CAVA WAT LAKE 5 I'-9-15EV17ING 6TOUE POLE'C' IF UECEi6AKY) (I - '70 Lb) EL.-SD (t) ow 6-6 3ELTIOU POI4T K 0 PjECTI -173- JETTl TF%UUV- FILL-/ JETTY NECYC (L BOITOM EL.-I.0 AMP PEEFEN) 5ckLE: 1'. 10' -,)CJkLEi 1"- 10' FoluT 1 4.0 IDOL B@ UUPEAUVE& STOUE 4.01 4. ZOOD LB, )kKMOK 6TOUL PLACE VXEPOEP LRALIWEL EL 1.0 I-IL FILTER FAB It 45' EL. 90 Zoo Lb. 111IFEKLAYER 6TOUL ANO WERE ANV BE141WV 1.5 14 IOOOL5.AKMOK 5TOLIE I owl 110 BEAIC /6ACRFILL WITH PKE176117 6AMV` FQIMT M 5WOULVEK OF RIVER ba, I I @,58' ip,,7 R EV [TMLW T. . ". LiAt UKE BOTTOM Attu. I I "" ---RIVEK 5AWK REVETMEUT 6TOUE) A-MIll. il'-9- 1501711,111 6TOUE) 5ECTIOU D 3ECTION F-E 'TKUUV. (LAKE 50TTOM ELA-1.0 AUV ABOVE) (61IFFORT194 WiVE 1,55OKS710M BEACH) &EWERAL FLU- ABOVE WATEK. 13CALE: V 10' -SCALE.1 I" - 10' SCALE: 1'% 50'-0' 20041.5. ARMOK $TOME TOOO 1.5. ARMOR 41OUE 4.0' -4 kl) FILTER FkblUt KLOGEV 5AWP FILL r--l L.VA.IE,(.,.,T,.,., EL-9.0 100 Lb. 111,117EALASEK L.VAKIE6 1-9.0 TO 0.. 100 Lb URPEKLAYE& 5-3 STORE 5TOgE 1.9 I\' 5 H FILL OAT aROURP 0 %AT mm"u? 46 H 10.01 1 -, 0 FILTER FAbKlt EL-L,-O 15TOOIL) 10.0, (,rj copmm or tOUCKLIE, F-F jo'1AIU.(I"-'l'6EVCPIWG 6TONE) WALL, O.D,Y- 354.71 SECTION:7=. &- rA lJFEOVIUr BEACH KETAIUIWG WALL COMM 'SC ALEW-10, 1.5 2 ll`Em7IWG BEACH XETkIUIW0 WALL ATE K VATUA (LW9) 0 SCALE: 1"@ 10" LIELEvATIO1,15 REFEK TO LOW W LW 9--+54b."'AlSOVE Ic.LV 174E OF 76E OF V&LOOLO T.UWPEKLAYEK MATENIAL, IF L16EV FOR TEMPORARY ALCE1515 BY LANO -15A,5EP EQUIPMEWT,MUbT. MANNEL --@ VRE9GEP It I @(sucu wAlUE10 56 TRIMMED TO TRE 5ECTIaU 6NOW4 ON TWE CWANWEL Is. &1 0 'to 10.0' OKAW19&15 PRIOR TO FLKCEMEN7 OF ARMOR VKE04CP FILL STONE. FABRIC z BEACH KILTAINEA. 1.1' 0' 10.0' qIkEP6EV 4AMP cr- It- 1 :0.0' ,41LTEK Milt, SOIL 501t,11,16 1.1t SADION 2tL@@ I PROFILE (TYPICAL) VT,"v '. . -1 -1 mATTKES)-7, @5 1004LIS DOE ILI R.1c EL GROU WATUPLL IsKOU1417 (10 COKUEN OF O@j - CONCRETE WALL E -1., 0, ISEPIPINC. 11 EL-& P MATERIAL E L.F. 0 'O'MIU.(I'-'q'bEppIu6 STONE. IS.Sl 14- w 14 a.-,' SECTIO W LIAT Of 7T KIVEK PANK KEYETIMLINIT (ALTEKWAT E) AT FULL SIZE RIVILIk KEVET ME MT SCALE: 1'- 10' 1 2 6ECTION 0 1 2 3 4 5 6 7 9 CM SCALE: 1-- 10' L 4 4u, "'@ L" ER E LIS """I'L To"t a 0' @10 N AeA t"0 TT LA RES p IN M T R A E IAL A SCALE AS 6NOWU IGNEO 0' CHAGRIN RIVER 010. REV. 0 AINAI CMECKED JETTY/ BREAKWATER PLANS AND SECTIONS ED 7869-2 1 APPROV STANLEY CONSULTANTS EASTLAKE. OHIO A I F- 9-7Uj .I)VE. AfXIL ...... ROVED BATE ii@011 !ALQF s PPROVED I 'PPRn-n I ORAW111 t APPROVED I APP to It 4 TOE OF UNDER LAYER EXIST ING 161.18, E STRUCTURE HEAD TOE ARMOR STONE POLE S 86*-52'.13* E 'tR NEWJETTY 0 F POLE Ott 3 POINT E 295.73 G EXISTING POLE-_ 124. S 81 -33'-Sl ON 12-Nlv.5 EL.-'LD 5F, IF POINT F F 20.02 H N 2*-51'-45" 1 ep" Tz E f so CgkNVJEL DR.E.0 10 L BACKFILL AROUND STRUCTURE ABOVE WATER LINE 6EF, Ef REVENT V@lc Eko OUT Of sok@ n-kI46 B -EXISTING CONCRETE WALL I ELD.D POINT K 7. POINT G lp 19 POLE 'C' A Aw ;p v RELOCATION DIAGRAM WO AilAll -P NOTE : POLE ID, IS KNOWN 10 HAVE BEEN DISTURBED DURING C k THE WINTER OF 80/81. USE WITH CAUTION. PROJECT COORDINATES POINT X (EAr.1) V (UDKTH) OESCR I PTI ON A -2a. 71 229.57 CORNER, EXISTING BULKHEAD J E T T Y 8 0.00 354.79 CORNER. EXISTIUG BULKHEAD CONSTRUCTION PLAN C 23.73 769.01 LIGHT POLE (EXISTING) (WATER NOT SHOWN) a 0.00 iDOO.96 LIGHT POLE (SEE NOTE) 4LALE I" 12-V E IM94 991.20 NEW JETTY HEAD F 168.61 916.59 NEW JETTY TRUNK 1 111.1: 711.11 NEW JETTY FOOT 1735 6" .30 BEACH RETAINER i 172@50 651.30 BEACH RETAINER I ON 1.5 K 147.50 781.73 BEACH RETAINER CHKNN OREDGED TO El POINT i V@-lt P CHANNEL SIDE SLOPE TO BE AT FULL SIZE ACKFILL AND DRESSED TO SOUfH R ED E 0 1 2 3 IN DFST UCTUR AND PROTECTED POI%T H WITH 100, OF GABION REVETMENT- (SECTION E-Z) 0 1 2 3 4 5 6 7 8 cm A SCALE 14* 5H9WLj ons@ CH No. wv. AGRIN RrVER APPROVED JETTY BREAKWATER CONSTRUCTION PLAN 7869-3 APPROVED STA NLEY -CONSULTANT .S EASTLAKE OHICI 0 'I ROD I DArr Not REVIStONS -DATE LtT LRAWN A"ROVER t ff -1 APPROVED I APPROVED L @l --AA 10 2 1 3 1 4 BEVVILIG LAYER SLAM E S7RUCTUKE WEAD NEW JETTY EL. -1.5 4, ;If "4, 04, 66 7 6@ 00' LlIST144 POLE 5 5*- 511-54" E p e4 F POINT E o tN0,Vl4hTIOu 54,,. -46, LIG14T TO BE 'gel, PLACED RE&E) Ilk 5 81 W- 131 E e. G DKEP&E CMAMIJEL 70 EL.-L.0 TO )4@lr K MEET MAYORAL LNV@E 501701A EXI471UG POLE c POINT F 9 71, 644'-O[.'-4b"W POLE 'P' 0. (NEW NAVIGATION LIGWT TO ISE PLACED MEKE) J @/5po 2001' IL VIOPOSAL AREA w F F ISEPPIL14 LAYER IBEK EL.-I.0 EICAVATEO 6LOPE TO BE BhCKFILLED WITMI VREP&ED BEPPIMO LAYER BEKtAEL.I.1 E POINT G NATURAL BOTTOM S'r4e# E%ISTIM4 COMCKETE WALL 0 ix"s, xV* 0 \\,L*'D b 0',@ TV ,I loo RE LUNT 10 14 V I A GFNM EL40 NO -SCALE NOTE: POLE '17" IS KNOWN TO WAVE BEEN P16TURBED PURIM& TML WINTER POLL 'C" OF 80/81 . USE WITII LkUTIOW. C C FILL PROJECT COO RD[ MAT ES polwl XlEAST) YtNORTU) DESCKI PTIOR A -78.11 Z11.57 CORNER , EIISTIWO BULV WEAP JETTY COWSTRUCTIOU PLAM 0.00 346.11 CORWER , EXISTIL14 BULKWEILP (WATEFL NOT SWOWU) ?S, 73 169.01 L14WT P, LE j[lI;TIU 4)) PCALE: I'= 20'-0" p 0.00 1 a 00-00 LI@HT FILE SEE NOTE E 111.45 1117.110 MEW JETTY W E AV F brA 12 q I S. 11 NEW JETTY T UWK G 1319. 1 781.41 MEW JETTY F1,01 w 13-50 01.30 BEACH RElklULF, B EL f9.0 J :17, so 1.51.30 BEACW RETAINER POINT 14 K 158.11 RIVE& BANK REVETMERT 1100- OF BAWIL (10111)) 0 POINT J (OPTIONAL COL16TKULTIOU OF IEL.&A- GABOL111 OR NL&VV WKAV.) AT FULL SIZE 0 1 2 3 IN 0 1 2 3 4 5 6 7 A cm d' A A DESGNfO Vl'-- SCALE AS 090WO CHAGRIN RIVER Ida. REV. CONSTRUCTION PLAN JETTY BREAKWATER W[RAL IKLVKAWk) STANLEY CONSULTANTS EASTLAKE,OHIO 7869-3 1 x I I I = : AFF"t @. 1-1 - - - I RIVIS101-ir- URAWN I@OVW I IPF ., 6. ! - 1 1 11 1 12 1 1 2 1 1 4 T 10 LOG OF MMM NO LOGOFOMMONO LOG Cr 00"4 no H -@7 . .... . . ........ 7 7 7 G G LAKE E-KI 6 -7 'T w, tALALlkk, bLVIX F 7 L060FOORM"o LM er mma No an KIVt* Pf KOAd FOLE 'D" fli llill 11, omc@ 7"M v nINT z _=7 7. 77 .7 T- ic =7' Doi REF&RENCE PMOTO (NO SCALr, - 6PRINt. 1174) 15.IL: FIRE MYOR&NT AT INTEKOJECTION OF :r: RIVER DRIVE AND GALAL114A 6LVO. WIT4 RAISSED LETT[K5D;.MATMEW6' ON FLAN6[. 15EE 15PECIFICATfONO FOR E L. 571,. 16' (1 & L INFOKMATION ON WORT CONCLKN N& 51.1156LIKFACE 11 IRMESTIG&TION. c AT FULL SIZIE 2 3 IN 0 1 2 3 4 5 6 7 8 cm O(SIGNED-- SCALE MAWR 2. CHAGRIN RIVER No. PAIL CMFCx[ JETTY / BREAKWATER 0 AMROV 01,111 SOIL BORING LOGS APPROV , trl - STANLEY CONSULTANTS 7869-4 Aq-k-j@ - "--f EASTLAKE , OHIO- AEVISIONS I ORAWN 'AMPR-001-0 T-A P-P-Ro-v-fo7_urr mi. RIVIStoos DRAW- APPROW0 APPRMO I OATI DATE Ljol 12 NOAA COASTAL SERVICES CTR LIBRARY 3 6668 14111994 3