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BID - 7161 COLLEGE AVENUE AND HARMONY ROAD LANDSCAPE AND URBAN DESIGN
Financial Services City 0� Purchasing Division F6rt CO'nsPO 215 N. Mason St. 2nd Floor Box 580 Fort Collins, CO 80522 970.221.6775 �Pu�asng 970.221.6707 lcgov.com/purchasing ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid: 7161 College Avenue and Harmony Road Landscape and Urban Design Improvements OPENING DATE: 3:00 P.M. (Our Clock) August 10, 2010 To all prospective bidders under the specifications and contract documents described above, the following additions are hereby made. Revisions to specifications that includes omitted sections from the original bid document. Added sections include: • 01270 Unit Prices 01330 Submittal Procedures • 01570 Traffic Control • 01770 Closeout Procedures • 01781 Project Record Documents • 01820 Demo and Training • 02380 Site Rock Work • 02810Irrigation • 02870 Site Furnishings • 02920 Lawns and Grasses Please contact John D. Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Page 4- 5. Results of operational and other tests and a statement of whether observed performance complies with requirements. 6. Statement whether conditions, products, and installation will affect warranty. 7. Other required items indicated in individual Specification Sections. N. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage. PART 3 - EXECUTION 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Owner's Representative. B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2 OWNER'S REPRESENTATIVE ACTION A. General: Owner's Representative will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Action Submittals: Owner's Representative will review each submittal, make marks to indicate corrections or modifications required, and return it. Owner's Representative will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows: 1. "APPROVED" stamp. C. Informational Submittals: Owner's Representative will review each submittal and will not return it, or will return it if it does not comply with requirements. Owner's Representative will forward each submittal to appropriate party. D. Partial submittals are not acceptable, will be considered nonresponsive, and will be returned without review. E. Submittals not required by the Contract Documents may not be reviewed and may be discarded. END OF SECTION 01330 Page-10- fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this day of CONTRACTOR By: Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this 20 , by Witness my hand and official seal. My Commission Expires: Notary Public day of 20 Rev 10/20/07 Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: 7161 College Avenue and Harmony Road Landscape and Urban Design Improvements CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand. this day of , (Surety Company) By ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in- Fact. Rev10/20/07 Section 00660 Page 1 SECTION 00670 Section 00670 Page 1 DR 0172 (12/98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303) 232-2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIX) L DO NOT WRITE IN THIS SPACE The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law. A separate certificate is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue certificates to each of the subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. Registration/Account No. (to be assigned by DOR) Period 0170-750 (999) $0.00 89 - CONTRACTOR INFORMATION Trade name/DBA: Owner, partner, or corporate name: Mailing address (City, State, Zip): Contact Person E-Mail address: Federal Employer's Identification Number: Bid amount for your contract: Fax Number. ( Business telephone number: Colorado withholding tax account number: Copies of contract or agreement pages (1) identifying the contracting parties EXEMPTION INFORMATION and (2) containing signatures of,contracting parties must lie attached. Name of exempt organization (as shown on contract): Exempt organization's number: 198- Address of exempt organization (City, State, Zip): Principal contact at exempt organization: Principal contact's telephone number: Physical location of project site (give actual address when applicable and Cities and/or County (ies) where project is located) Scheduled Month Day Year Estimated Month Day Year construction start date: completion date: I declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge. Signature of owner, partner or corporate officer: Title of corporate officer: Date: DO NOT WRITE BELOW THIS LINE Section 00670 Page 2 Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. Section 00670 Page 3 Section 00670 Page 4 SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS 143-2149-10 CONSTRUCTION CONTRACT These GENERAL CONDITIONS have been developed by using the STANDARD GENERAL CONDITIONS OF THE.CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Documents Committee, EJCDC No. 1910-8 (1990 Edition), as a base. Changes to that document are shown by underlining text.that has been added and striking through text that has been deleted. EJCDC GENE RAI, CONDITIONS 1910-8 (1990 EDITION) WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number 3a Tittle TABLE OF CONTENTS OF GENERAL CONDITTONS Page Article or Paragraph Number Number i,ritte DEFINITIONS ............ ................ .......... ............. Ll Addenda J L2 Agreement,... ........ I ....... .................... 1.3 Application for Payment-.....---.... 1.4 Asbestos. . ................. l.5 Bid 1.6 Bidding Documents. L7 Bidding Requirements,,, 1. I'S Bonds 1.9 Change Order ........... ...... [.to Contract Documents 1.11 Contract Price 1.12 Contract Times I 1.13 CONTRACTOR ....... 1.14 defective ................................... 1.15 Drawings.....__ ........ ......... ... 1 1.1.6 Effective Date of the Agreement.,,,,,_., 1.17 ENGINEER-— ........... .............. L18 ENGINEERS Consultant L 19 Field Order I 1.2.0 General Requirements....... ................ 1:21 Ha7ardous Waste _2 1.22.a Laws and Regulations; Laws or Regulations ................ ............... 1:22.b Legal Holidays. . ...... ............... .......... 1.23 Liens ............ ................... ...... 2 1.24 1,,4ilestone 1.25 Notice of Award.. ........ 1.26- Notice to Proceed ..................... .......... 2 1.27 OWNER_, ........... ....... �. _.; ................ 1.28 Partial Utilization ...............................2 L29 KCBs L30 Petroleum ........................................... 1.31 Project ...... ............... ............ 1.32.a Radioactive Material L32.b Regular Working Hours,,,,,,,,,,,,,,,,,,,,,,, 2 L33 Resident Project Re i i prcsentative. ..... ...... 134 Samples ............................. .111 ............. . 1.35 Shop,Drawings .......... 1.36 ------ ......... Specifications ...................................... _2 2 1.37 Subcontractor ......................................2 1.38 Substantial Completion ... 1.39 Supplementary Conditions, 2 1.40 Supplier,;,,,,, , . ........................... L41 Underground Facilities .... ......... 2-3 1.42 Unit Price Work ............. .................... 3 L43 'Work 1.44 Work Change Directive._.,.._ .... ..........* 3 1,45 ii Written Amendmen, ....... t.- Page Number Z PRELIMNARY MATTERS .... ........................... 3 21 Delivery of Bonds ............ ................ 3 '2.2 Copies of Documents,.....................3 23 Commencement of Contract Times-, Notice to Proceed ... _3 2.4 Starting the Work., . ................ ....... 2.5-23 Before Swting,C6nstructiom CONTRACTOR!s Responsibility, to Report, Preliminary Scheddes; Delivery of Certificates of Insurance 3-4 2.8 Prccon.struction ConferenCe,... ..... ',".4 2:9 Initially Acceptable Schedules, 3. CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE ..........................................4 11-12 Intent ........ ........ _4 3.3 Reference to Standards and Speci- f1cations of Technical Societies, - Reporting and Resolving Dis- crepancies ................................. 4-5 3.4 Intent of Certain Terms or Adjectives ................................. 5 3.5 Amending Contract Docunent4k .... __5 3.6 Supplementing Contract Documents... ................................ 5 17 Reuse of Documents 5 4. AVAILABILITY'OF LANT)S, SUBSURFACE. AND PHYSICAL CONDITIONS; REFERENCE POINTS 5 4.1 Availability of Lands.__ ...... _ ....... 5-6 41 Subsurface and Physical Conditions, --- I . ..... ---------------------- 6 4.2z 1 Reports and Drawings, ...................... 6 4.2.2 Lim ited Reliance by CONTRAC- TOR Authorized, Technical Data 6 4.2.3 Notice of Differing Subsurface or Physical Conditions,,,,,,,,,,,,,,,,,, 5 4.2.4 ENGTNEER!s Review... .................... 0 4:2.5 Possible Contract Documents Change...... .................................. 6 4.2.6 Possible Price and Times Adjustments ........................... .F-7 4.3 Physical Conditichs-Underground Facili tics . ................... ............. 4.33 Shown or Indicated 43.2 Not Shown or Indicated. ............ Y 4.4 Rcference.Puints ..............................7 EICDC GENERAL CONDITIONS 1910.8 (1990 EDITION,) w/ CITY OF FORT COUINS MODIFICATIONS (REV 9/99) Article or Paragraph Page Article or Paragraph Page Number & Title Number Number & Title Number 4.5 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material 7-8 5. BONDS AND INSURANCE .................. ....... :....... 8 5.1-5.2 Performance, Payment and Other Bonds.............................................. 8 5.3 Licensed Sureties and Insurers; Certificates of Insurance.,-, ................ 8 5:4 CONTRACTOR's Liability Insurance ...............................:..........9 5.5 OWNER's Liability Insurance...............9 5.6 Property Insurance ..................... ....9-10 5.7 Boiler and Machinery or Addi- tional Property Insurance ....,_-_........ 10 5.8 Notice of Cancellation Pro%ision_..,.,,.,10 5.9 CONTRACTOR's Responsibility for Deductible Amounts 10 5.10 Other Special Insurance ......................10 5.11 Waiver of Rights................................11 5.12-5.13 Receipt and Application of Insurance Proceeds 10-11 5.14 Acceptance of Bonds and Insu- once; Option to Replace.•..............;.,11 5:15 Partial Utilization --Property Insurance . ......::...::..........:.... ...:.:..:..11 6. CONTRACTORS RESPONSIBILITIES ...............11 6.1-6.2 Supervision and Superintendence,,,,,..11 6:3-6.5 Labor, Materials and Equipment__. 11-12 6.6 Progress Schedule..............................12 6.7 Substitutes and "Or -Equal" Items;. CONTRACTORS Expense; Substitute Construction Methods or Procedures; ENGINF.,ER's Evaluation ,,,,12-13 6.8-6.11 Concerning Subcontractors, Suppliers.and Others; Waiver of Rights ........... .............. 13-14 6:12 Patent Fees and Royalties....................14 6.13 Permits ............................................. 14 6.14 Laws and Regulations ... ..:.............. ..... 14 6:15 Taxes ........................................... 14-15 6:16 Use of Premises„ ............................... 15 6.17 Site Cleanliness 15 6.18 Safe Structural Loading ,,,,,,,,,,,,,,:,,,...15 6.19 Record Documents .............................I5 6.20 Safety and Protection .... _.............. 15-16 6.21 Safety Representative ..........................16 6:22 Hazard Communication Programs,,.,,, 16 6.23 Emergencies.....................................16 6:24 Shop Drawings and Samples..............16 6.25 Submittal Proceedures; CON- TRACTOR's Review Prior to Shop Drawing or Sample Submittal ..................................... 16 6.26 Shop Drawing & Sample Submit- tals Review by ENGINEEK..,,,16-17 6.27 Responsibility for Variations From Contract Documents17 6.28 Related Work Performed Prior to ENGINEER's Review and Approval of Required Submittals :..................................17 6.29 Continuing the Work ......................17 6.30 CONTRACTOR's General Warranty and Guarantee.............17 6.31-6.33 Indemnification,..,., ,.17-18 6.34. -Survival of Obligations ...... ........I8 7. OTHER WORK ....:................ 18 7.1-7.3 Related Work at Site,;,,,,,,,,,,,,,,,,,,, I 7.4 Coordination....,...., S. OWNER'S RESPONSIBILITIES ......................... J 8 R1 Communications to CON- TRACTOR ................................. IS 8.2 Replacement of ENGINEER, .... ;,IS 8.3 Furnish Data andPay Promptly When Due .................................. 18 8.4 Lands and Easements; Reports and Tests...............................18-19 8.5 Insurance... ... I ................. I .......... I...19 8.6 Change Orders„ .............................19 8.7 Inspections, Tests and ,Approvals .......... I ........................19 8.8 Stop or Suspend Work, Terminate CONTRACTOR's Services..:...................................19 89 Limitations on OWNER'S Responsibilities...._. I.....................19 8.10 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material_,_...............19 8.11 Evidence of Financal Arrangements ....... I ....... .............19 9, ENGINEERS STATUS DURING CONSTRUCTION.............................................19 9.1 OWNER's Representative ............... 19 9.2 Visits to Site19 9.3 Project Representative,,,,, ,,1,,,1,,1921 9.4 Clarifications and lnterpre- tations........................................ 21 9.5 Authorized Variations in Wrk--..---21 E1CDC GENERAL CONDITIONS 1910.8 (1990 EDITION) wt CITY OF FORT COLLINS MODIFICATTONS (REV 9199) SECTION 01570 - TRAFFIC CONTROL PART 1 - GENERAL 1.1 GENERAL A. Traffic Control necessary to complete the project shall be provided by the Contractor and will not be paid for separately. B. The Contractor must submit traffic control plans and coordinate traffic control with the City's Traffic Control Coordinator. The traffic control plans must he submitted and approved seventy- two (72) hours prior to starting construction and before making each modification. C. Conformance: City of Fort Collins Work Area Traffic Control Handbook, Manual of Uniform Traffic Control Devices (U.S. Dept. of Transportation), or applicable statutory requirements of authority having jurisdiction. D. Traffic Control Criteria: 1. At all times, Contractor must maintain two-way traffic on Harmony Road and College Ave. 2. At all times, College Avenue must maintain two northbound and two southbound travel thru lanes. 3. At all times, the Contractor must maintain a minimum of one left turn lane in all directions on Harmony Road and College Ave. 4. The City will allow a single lane closure in each direction (North bound, South bound, East bound & West bound) at any given time. Lane closures will be allowed during the hours from 9:00 a.m. to 3:30 p.m. Any deviations from these traffic control criteria will need to be requested in writing and subject to approval by the City of Fort Collins Engineering and Traffic Departments. E. The Contractor must coordinate with adjacent properties to provide and maintain them sufficient access during the duration of the project. It will be the Contractor's responsibility to coordinate and communicate with the individual Owner's / businesses during construction. F. Keep traffic areas free of excavated material, construction equipment,. pipe, and other materials and equipment. G. Keep fire hydrants and utility control devices free from obstruction and available for use. H. Conduct operations in a manner to avoid unnecessary interference with public and private roads and drives. 1. Provide and maintain temporary approaches or crossings at streets, businesses, and residences. Page-11- Article or Paragraph Page Article or Paragraph Page Number & Title Number Number & Title Number 9:6 Rejecting Defective Work..................21 9.7-9.9 Shop Drawings, Change Orders and Payments....................................21 9.10 Determinatims for Unit Prices.__,_, 21-22 9.11-9:12 Decisions on Disputes: ENGI- NEER•as Initial Interpreter ............... 22 9.13 Limitations on ENGINEER's Authority and Responsibilities,,,, 22-23 CHANGES IN THE WORK.......................:...............23 10.1 01VNEWS Ordered Change................23 14 10.2 Claim for Adjustment ....................... 23 10.3 Work Not Required by Contract. Documents.., ................................... 23 10.4 Change Orders ........ ......................23 10.5 Notification of Surety ................ ......... �3 CHANGE OF CONTRACT PRICE .............................23 11.1-11.3 Contract Price; Claim for Adjustment; Value of the Work ............................. .:. 23-24 11.4 Cost of the Work...........................$4-25 11.3 Exclusions to Cost of the Work.. ........ 25 11:6 CONTRACTORS Fee 25 11.7 Cost Records................................25-26 11.8 Cash Allowances;,,,,,,,,,,,,,, 11.9 Unit Price Wort;................................26 CHANGE OF CONTRACT TIMES .............................26 12.1 djustment.................... Claim for Adjustment.- ........... ----26 12.2 Time of the Essence,,,,,,,,,;,,,,,,,,,,,:,,,, m6 12.3 Delays Beyond CONTRACTORs Control ...................................... 26-27 12.4 Delays Beyond OWNERS and C.ONTRACTOR's Control................r7 TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECRVE WORK..................................................27 13.1 Notice of Defects...............................27 13.2 Access to the Work ......................_._..27 113 Tests and Inspections; CONTRACTOR's Cooperation,,,,,.,., 27 13.4 OWNERS Responsibilities, Independent Testing Laboratory ....... 7 13.5 CONTRACTORs Responsibilities.. ............... ..............27 13.6-13.7 Covering, Work Prior to Inspec- tion, Testing or Approval................27 13.8-13:9 Uncovering Work at ENGI- NEERs Request ... ................. 27-29 13.10 OWNER May Stop the Work ........... 28 13,11 Correction or Removal of Defective Work ...........................78 13.12 Correction Period 28 1113, Acceptance ofDefective Work .......... 28 1114 OWNER May Correct Defective Work ..................................... 28-29 PAYMENTS TO CONTRACTOR AND COMPLETION.................................................29 14.1 Schedule of Values ........................29 14.2 Application for Progress Payment..................................... 29 14.3 CONTRACTOR's Warranty of Title ........................................... 29 14.4-14.7 Review of Applications for Progress Payments :................ 29-30 14.8-14.9 Substantial Completion,,,,,,,,,,,,,,,,,, 30 14.10 Partial Utilization .....:...............30-31 14.11 Final Inspectiort .............................31 14.12 Final Application for Payment ........ 31 14.13-14.14 Final Payment and Acceptance ....... 31 14.15 Waiver of Claims 31-32 15. SUSPENSION OF WORK AND TERMINATION ............................................... 32 15.1 OWNER May Suspend Work ... ....... 32 15.2-15.4 OWNER May Terminate..,,,_...,_,,._ 32 15.5 CONTRACTOR May Stop Work or Terminate 32-33 16. DISPUTE RESOLUTION 33 17. MISCELLANEOUS .......................................... 33 17.1 Giving Notice...............................33 17.2 Computation of Times,,,,,,,,,,,,,,,,,,, 33, 17.3 Notice of Claim 33 Remedies 17.4 Cumulative Remes33 17.5 Professional Fees and Court Costs Included .........._ .................33. 11:6 Applicable State Laws,,,,,,,,,,,,,,, ................ Intentionally left blank.......................................35, EXHIBIT GC -A; (Optional) Dispute Resolution Agreement,,,,,,,,,,,,,,,,, GC -Al 16.1-16.6 Arbitration GC:-A1 16.7 Mediation, .......... ; ................... !3C-AI iv EJCllC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLUNS MODIFICATIONS (REV 9/99) INDEX TO GENERAL CONDITIONS City of Fort Collins modifications to the General Conditions of the Construction Contract are not shown in this index Article or Paragraph Number Acceptance of - Bonds and Insurance:...................:...................5.14 defective Work.... ........................ 10.4.1,13.5, 13.13 final payment ............... ........... .... ..........:9.12 14,15 insurance,...::...................................................5._ 14 other Work, by CONTRACTOR .................... ...... 7.3 Substitutes and "Or-EquaP Items .....................6.7.1 Work by OWNER..............................2.5, 6.30, 6.34 Access to the -- Lands, OWNER and CONTRACTOR responsibilities. .......... ....... t site, related Work ..... ................................. ......... 7.2 Work......................I......"....... -. 13;2, 13.14, 14.9 Acts or Omissions--, Acts and Omissions -- CONTRACTOR .................. .................6.9.1, 9.13.3 ENGINEER_........................................6.20, 9.13.3 OWNER ................................................... 6.20, 8.9 Addenda --definition of (also see definition of Specifications) ....... (1.6, 1.10, 6.19). 1.1 Additional Property Insurances, ................................ 5.7 Adjustm ents- Contract Price or Contract Times ...........................1.5, 3.5. 4.1, 4.3.2. 4.5.2. .............................4.5.3, 9.4, 9.5, 10.2-10.4, ..... ................ ............ I... .... 11,12,14.8,15.1 progress schedule .............................................. 6.6 Agreement -- definition of.......................................................1.2 "All -Risk" Insurance, policy form.,, ........... ............. 5. 6.2 Allowances, Cash....................................................1 1.8 Amending;Comract Documents... ........................... 3.5 Amendment, Written-= in.general................1.10, 1.45, 3.5, 5.10, 5.12, 6.6:2 .................0.8.2, 6,19, 10.1, 10.41 11,2 .............................._.. 12.1; 13.12.2, 14.7.2 Appeal, OWNER or CONTRACTOR intent to ..........................9.10, 9.11, 10.4, 16.2, 16.5 Application for Payment -- definition of......................................................1.3 ENGINEER's Responsibility ............................... 9.9 final payment„ ............... 9.13.4, 9.13.5, 14.12-14.15 in general ..........................2.8, 2.9, 5,6.4, 9.10, 15.5 progress payment ............... :..................... J4.1-14.7 review of 14.4-1.4.7 Arbitration :.......:................................ :........... 16.1-16.6 Asbestos -- claims pursuant thereto. ......... ,4.5.2, 4.5.3 CONTRACTOR authorized to stop Work ...... ...4.5.2 definition of, l.4 Article or Paragraph Number OWNER responsibility for ............... .............. 4:5.1, 8.10 possible price and times change ............ :.......... ,9.5.2 Authorized Variations in Work ...,.... 3.6, 6.25. 6.27, 9.5 Availability of Lands ............ .........................4.1, 8.4 Award, Notice of --defined, ..... ............................ 1 :25 Before Starting Construction..............................2:5-2.8 Bid --definition of ............... _,..... 1.5 (1.1, 1.10, 2.3, 3.3, .............. :......... .2.6.4, 6.13, 11.4.3, 11.9.1) Bidding Documents -definition of 1.6 (6.8.2) Bidding Requirem ents--defimition of..........................................1.7 (1.1, 4.2.6.2) Bonds -- acceptance of, .... ......... ........... .......... additional bonds..................................10.5. 11.4.59 Cost of the Work........................................_...11.5.4 definition of ....1:8 delivery of ................. ..........................Z 1, 5.1 final Application for Payment ....... __,. ,....14.12-14.14 general.......................................1.10, 5.1-5.3, 5.13, ........................................9.13, 10.5. 14.7.6 Performance, Payment and Other...................5.1-5.2 Bonds and Insurance --in general ........ 1................5 Builder's risk "all-risk" policy fortq........................5.6.2 Cancellation Provisions, Insurance._:._. 5.4.11, 5.8, 5.15 Cash Allowances....................................................11.8 Certificate of Substantial Completion,.......1.38, 6.30.2.3, 14.8, 14.10 Certificates of Inspection ..................9.13.4, 13.5, 14.12 Certificates of Insurance ............. 2.7. 5.3. 5.4,1.1. 5:4.13, ...........5.6.5, 5.8, 5.14, 9.13.4, 14.12 Change in Contract Price--, Cash Allowances............ ...., 11.8 claim for price adjustment,..,,..,.., 4.1, 4.2.6. 4.5. 5.15, 6.8.2, 9.4 ...................9.5.9.11, 10.2. 10.5. 11.2. 13.9. .................. .... 13.13, 13.14, 14.7, 15.1, 15:5 CONTRACTOR's fee;11.6 Cost of the Work general ........................ ................... I ...11.4-11.7 Exclusions to...:...........:....................:..........11.5 Cost Records_ .... ........ .................. .......11,7 in general.............1.19, 1.44, 9,11. 10.4:2, 10.4.3, 11 Lump Sum Pricing ... ................................. __..11.3.2 Notification of Surety........................................10.5 Scopeof....................................................10.3-10.4 Testing and Inspection, Uncovering the Work..................................13.9 EJCDC QENFRAL CONDITIONS 1910.8 (I"i) EDITION) wt CITY OF FORT COLLINS MODIFICATIONS (REV 91991 Unit Price Work 11.9 ........................................... Article or Paragraph Number Value:of Work..................................................11.3 Change in Contract Times -- Claim for times adjustment• ....... 4.1, 4.2.6, 4.5, 5.15, ...........1 6.8.2. 9j. 9.5. 9.11, 10.2, 10.5. 12.1, z ............... 13.9, 13.13, 13.14, 14.7, 15.1, 15.5 Contractual timelimits................:.................... 12.2 Delays beyond CONTRACTORS control:....................:................................... 3 Delays beyond OWNER's and CONTRACTORS control............................12.4 Notification of surety;,,,,,;;,,,, ,,,,,,I.. ... I, .,10.5 Scope of change.. ....... I .... 10.3-10.4 Change Orders-- Accepiance of Defective Work ........................ ..13.13 Amending Contract Documents .......................... 3,5 Cash Allowances ............................................... 1I:8 Change of Contract Price„,,,,,,..,„ ........................11 Change of Contract Times ,,,,,,....1 ..................•....12 Changes in, the Work. .............................. ............10 CONTRACTORS fee........................................11.6 Cost of the Work.......................................11.4-11.7 Cost Records.......................:............................11.7 definition of.......................................................1.9 emergencies_ ................ .................... ;:. I ........ 6.23 ENGINEERS responsibility ....... 9.8. 10.4,112. 12.1 execution of.....................................................10.4 Indemnific►iotl ........................0.12, 6.16, 6.31-6.33 Insurance; Bonds and ....... ._.. .......5.10, 5.13, 10.5 OWNER may terminate,,,,,,,,, ,,,,,,,,,,,,,,,15.2-15.4 OWNERS Responsibility ...... ....................... $.6, 10.4 Physical Conditions — Subsurface and,.............................................42 Underground Facilities--............................4.3.2 Record Documents,,,,,,,,,,,,, 6.19 Scope of Change ............... .....:.............. I ... 10:3-10:4 Substitutes,,,,,,,,,,,,,,,,,,,,,, ,Work 6.7.3, 6.8.2 Unit Price ................................................ 11.9 value of Work, covered by.................................11.3 Changes in the Work .................. ...............................10 Notification of surety. .......... ......... 10.5 OWNERS and CONTRACTORS responsibilities .......:...................................10.4 Right to an. adjustment ............... _.....,...............10.2 Scope of change........................................10.3-10.4 Claims -- against CONTRACTOR ..... ........................... .... 6.16 against ENGINEER_ . . ..................................... 6.32 against OWNER... I I ........... .......................... 6 32 Change of Contract Price .......................... 9.4, 1 L2 Change of Contract Times,,,, ...... 9.4, 111 CONTRACTORs.............4. hl, 9.4. 9.5. 9,11, 10,Z .........................1.1.2, 11.9, 12.1, 13.9, 14.8, .........................15.1, vi 15.5. 17:3 CONTRACTORs Fee 11.6 Article or Paragraph Number CONTRACTORs liability ........... 5.4, 6,12, 6.16, 6.31 Cost of the Work.......................................11.4, 1L5 Decisions an Disputes ......... ..................... 9;11-, 9,12 Dispute Resolution............................................16.1 Dispute Resolution Agreement,,,,,,,,,,,,,,,,,, 16.1-16.6 ENGINEER as initial interpretor .......................9.1 I Lump Sum Pricing ..................... I...................11.3.2 Notice of 17,3 OWNER's................... 9.4, 9:5, 9.11, 10.2,.11.2, 11.9 ..............12.1. 13.9, 13.13. 13.14. 17.3 OWNER's liability ..................................... .......5.5 OWNER may refuse to make payment. ................14:7 Professional Fees and Court Costs Included 17.5 request for formal decision on............................1.11 Substitute Items ............................................... 6.7.1-2 Time Extension .........................................:.......111 Time requirements .............. ..................... 9.11, 12.1, Unit Price Work .......... .......... :.:...................... 1 1,9.3 Valueof...........................................................1.1.3 Waiver of --on Final Payment, ................ J4.14, 14.15 Work Change Directive -.,,,,.,,.-,,,;,,10.2 written notice required ......................9.11, 11.2, 12.1 Clarifications, and Interpretations,,,,.;,,,,,, 3.6.3, 9.4. 9.11 Clean Site ............................. .6.17 Codes of Technical Society, Organization or Association:.................:...............................�,,3.3 Commencement of Contract Times_ ..... .................2.3 Communications=- general..............................................6.2 6.9.2, 8.1 Hazard Communication Programs ......................622 Completion — Final Application for Payment.t .........................14.12. Final Inspection ..................... .......................... 14.11 Final Payment and Acceptance, ....... ....... 14.13-14.14 Partial Utilizatioq,,,,,,,,,,,,,,,,,,,,,,,;;,,,,,,•,,,,,,,,,,,14.10 Substantial Completion.. ............ ..... J.38, 14:8-14.9 Waiver of Claims:................:..........................14.15 Computation of Times ............ ................... 17.2.1-17.2.2 Concerning Subcontractors, Suppliers and Others-, ..... ........... ..., ........... Conferencesr- initially acceptable schedules ,• .......................... 2.9 preconstruction, .......... I ...... :................................. 2; 8 Conflict, Error, Ambiguity, Discrepancy -- CONTRACTOR to Report .......................... 2.5, 3:3.2 Construction, before starting by CONTRACTOR .................... ............. .......... ?.5 2.7 Construction Machinery, Equipment, etc, .............. 6.4 Continuing the Work ......................... ........ 6.29, 10.4 Contract Documents-- Amending........................................ ............ ......3.5 Bonds ................................ ............................. 5.1 EJCDC GENERAL. CONDITIONS 19I0-8 (1990 ED111ON) w/CITY OF FORT.COt L M. MODOCAPONS (REV 9/99) Cash Allowances jL8 Article or Paragraph Number Change of Contract Prig.....................................11 Change of Contractrimes .... I ................ ...... Changes in the Work ...... ......................... 10A-10.5 check and verify.5 ............ ............... I ....................2 Clarifications and Interpretations ............... ; .......... 3.2, 3.6, 9: 4. 9.11 definition of .....................................................1.10, ENGINEER as initial interpreter of ............ ENGINEER as OWNER's rcprescntative..............9.1 genera13 Insurance ...........................................................5.3 Intent ....... " 3.1 -3.4 minor variations in the Work --- OWNEWs responsibility to furnish data, .......8.3 OWNEWs responsibility to make prompt payment ........................ _83, 14.4, 14.13 precedence ................................................3.1, 3.33 Record Documents 0.19 Reference to Standards and Specifications of 'technical Societies ...................................3.3 Related Work .... ............... ...................... ......... 7,2 Reporting and Resolving Discrepancies ... ..... 1.5,13 Reuseof . ............................................................ 13.7 Supplementing ..................... ... : .............. ;.....;;,J,6 Termination of ENGINEERs Employment .......... 8.2 Unit Price Work ............................ ................. 11.9 variations .... ..................................... 3.0, 6,23, 627 Visits to Site. FNGlNEER`s1 ------ ............... 9.2 Contract Price - adjustment of ............... 3. 5. 4; 1, 9.4, 10.3, 11.2-11.3 Changeof * ............ o ....................... I ..... I ............. , 11 Decision on Disputes ........................................9.11 definition of 1.11 Contract Times -- adjustment of ............... ........... 3.5, 4. 1, 9.4, 10.3, 12 Change of ................................................. 12.1-12.4 Commencement of. 2.3 definition o( 1,12 CONTRACTOR - Acceptance of Insurance ........ ....... ............ 5.14 Communications 6.216.9.2 Continue Work,,,,,,,, ........ ............ ....... ... 629, 10.4 coordination and scheduling ................. .......... 6.9-2 definition of .....................................................1.13 Limited Reliance on Technical Data Authorized 4,2.2 May Stop Work or Term mate ...... ..................... 1" provide site access to others .................... T2, 13.2 Safety and Protection ............ , 4&.3.1.2, 6.16, 18, * .................... : ............. 6.21-6.23, 7.2, 13.2 Shop Drawing and Sample Review Prior to Submittal ........................................0.25 vii Stop Work requirements-, ...... ...... 4.5.2 CONTRACTOR's- Article or Paragraph Number Compensation... ............ ..... I .......... I ...... 1.11.1-11.2 Continuing Obligation, .................................... 14.15 Defective Work ...............................9.6, 13.10-13.14 Duty to correct defective Work ........................... 13.11 Duty to Report -- Changes in the Work caused by Emergency , ... ............ ...... ....... .....6:23 Defects in Work of Others ........................ ..... 7.3 Differing conditions ...................................42.3 ........... * ....... * .............. 4.2.3 Discrepancy in Documents,_,,,,,, 2.5, 3.3.2, 6.14.2 Underground Facilities not indicated, .......... 43.2 Emergencies ................... ............................ V6.23 Equipment and Machinery Rental, Cost of the Work 11.4.5.3 Fee --Cost Plus ...................... 1,1-4.516,11.5.1, 11.6 General Warranty and Guaranteq ........ 6.30 Hazard Communication Programs ................ .... 0.22 Indemnification .......... .............. 0. 12..6.16.,6.31-6.33 inspection of the Work ................... ....... _... 7.3, 13.4 Labor, Materials and Equipment .................... 6.3-6.5 Laws and Regul atioris, Compliance by,,,,,,.,;,,. 6.14.1 Liability Insurance .............................................. 5.4 Notice of Intent to Appeal,_ .................... ;9-10; 10.4 obligation to perform and complete theWork ....................................................6.30 Patent Fees and Royalties, paid for by ................ 642 Perf6irmance and Other Bonds. 5_1 Permits, obtained and paid for by ........................ 6.13 Progress Schedule ................. .......... 2-6. 2.8, 2.9, 6.6, .......... I ... I .... I ...................... 6.29, 10.4, 15.2.1 Request for formal decisionon disputes;,,,,,,,,,,,,, 9.11 Responsibilities -- Changes in the Work.................. I ...... 10. 1 Concerning Subcontractors, Suppliers and Others 6.8-6.11 Continuing the Work, ............... I ......... 6-29, 10.4 CONTRACTOR3 expense ...........................6.7.1 CONTRACTOR's General Warranty and Guarantee 6.30 CONTRACTOR!s review prior to Shop Drawing or Sample submittal ................ 0.'25 Coordination of Work ............. ....... .......... 6.9.2 Emergencies ............................................... 6.23 ENGINEERs evaluation, Substitutes or "Or -Equal" Items ............. ...... 6.13 For Acts and Omissions of Others..,....,.....................6.9-1-6.9:2, 9.13 for deductible amounts, insurance ........ .......... 5.9 general .........................................6, 7.2, 73, 8.9 Hazardous Communication Programs.._.-_.- . 6.22 Indemnification 6.31-6.33 EJCDC GENERAL CONDITIONS 1910-8 (1090LDITION) wt CITY OF FORT COLLINS MODIFICATIONS (REV 9199) Labor, Materials and. Equipment.. .... __ .... 0.376.5 CONTRAC'CORS--other..... ................ ,......................... 7 Laws and Regulations.,,_.; ......... I........ I ........ 6.14 Contractual Liability [nsurance........; ., 5.4.10 Liability Insurance ......... .......... 5.4 Contractual Time Limits,,,,, ,,,,,,,,,,,,, ......, J2 Article or Paragraph Number Notice of variation from. Contract Documents, .......................................... 6.27 Patent Fees and Royalties 6,12 Permits .......:....... ..............6.13 Progress Schedule.........................................6.6 Record Documents_ .... ....... 6.19 related Work performed prior to ENGINEER's approval of required submittals :.....:...................................... 6.28 safe structuralloading ........................... 6.18 Safety and Protection..., ................ 6.20, 7.2, 13.2 Safety Representative., ...... ...... 6.21 Scheduling the Work,...... .....................6;9.2 Shop Drawings and Samples,,,,,.,,, .............. ,6.24 Shop Drawings and Samples Review by ENGINEER......................................6.26 Site Cleanliness.._.....:................................6.17 Submittal Procedures 6.25 Substitute Construction Methods and Procedures .:.................:....:........... 6.7:2 Substitutes and "Or -Equal" Items_ .............6.7.1 Superintendence ... ................ :.:............ .......:. 6.2 Supervision ... ..... .........................................6.1 Survival of Obligations................................6.34 Taxes.............................................:............0.15 Tests and Inspections.:............._...__._13.5 ToReport .....................................................2.5 Use of Premises 6.16.6.18. 6.30.2.4 Review Prior to Shop Drawing or Sample Submittal ........................................ 6.25 Right to adjustment for changes in the Work ..... 10.2 right to claim .......... 4, 7.1„9.4, 9.5, 9..11, 10.2,11.2, "I..... J1.9,12;1,13-9,14.8,15.1,15.5,17.3 Safety and Protection ..................:6.20-6.22, 7.2, 13.2 Safety Representative ....................................... 6.21 Shop Drawings and Samples Submittals ..... 6.24-6.28 Special Consultants_ .... ___ ............. ........ __ 11.4.4 Substitute Construction Mcthods and Procedures 6.7 Substitutes and "Or -Equal" Items, Expense................................ . .........6.7.1, 6.7.2 Subcontractors, Suppliers and Others.,,,,,.,,, 6.8-6.1 1 Supervision and Superintendence ......... 6.1, 6.2, 6.21 Taxes. Payment by... ......................................... 15.15 Use of Premises ......................................... 6,16-6.18 Warranties and guarantees,,,,,,,,,,,,, ., .......... 6.5, 6.30 Warranty of Title ............................................. J4.3 Written Notice Required -- CONTRACTOR stop Work or terminate.....,,.15.5 Reports of Differing Subsurface and Physical Conditions ....................... 4.2.3 Substantial Completion ............ ....._............. 14.8 vih Article or Paragraph Number Coordination— CONTRACTORs responsibility ........................6.9.2 Copies of Documents ........................ ......... ....... 2.2 Correction Period................................................:.13.12 Correction, Removal or Acceptance of Defective Work-- in general...................................10.4.1. 13.16-13.14 Acceptance of Defective Work ..... .............. _...... 13.13 Correction or Removal of Defective Work ............................ ..... 6:30, 13.11, Correction Period,.:. ........... .............................J3.12 OWNER May Correct Defective Work..............13.14 OWNER May Stop Work ..... ............................ 13.10 Cost -- of Tests and Inspections.....................................13.4 Records11.7 Cost of the Work -- Bonds and insurance, additional ..................11.4.5.9, Cash Discounts..............................................11.4.2 CON'rRACTOR's Fee .................. .............. ...:.... 11.6 Employee Expenses......................................1 1.4.5.1 Exclusions to........................:..........:.........:.......11.5 General 11.4-11.5 Home office and overhead expenses ....................11.5 Losses and damages.....................................11.4:5.6 Materials and equipment.,_...;__..,___ 11.4,2 Minor expenses ............................................ Payroll costs on changes.................................11.4.1 performed by Subcontractors...........................11.43 Records] 1.7 Rentals of construction equipment and machinery......................................1 1-4:.5.3 Royalty payments, permits and license fees............:....................:,;,,,;,,,,11.4.5.5 Site office and temporary facilities ................11.4.5.2 Special Consultants, CONTRACTOR's............. 11.4.4 Supplemental ......................... ___ ....... ...... ..... 11.4.5 Taxes related to. the Work............................1;1.4.5,4 Tests and Inspection ...... ......... ...............13.4 Trade Discounts ...... .....................................„11.4.2 Utilities, fuel and sanitary facilities ..............11.4.5.7 Work after regular hours.................................11.4.1 Covering Work...............................................13.6-13.7 Cumulative Remedies ...................................... 17A-17.5 Cutting, fitting and patching .................................... 7.2 Data, to be furnished by OWNER ............................ $.3 Day --definition of,, .......................... ;. I .................. j7.22 Decisions on Disputes. ................................... 9.11, 9.12 defer Live --definition of ................. . _.. _.................. _ 1.14 defective Work -- Acceptance of......................................10.4.1. 13.13 EJCDC GENERAL CONDITIONS.1910•3 (199017XIION) w/ CITY OF FORT COLLINS MODIFICATIOM MFV 9N9 ) Correction or Removal of 10.4.1, 1111 Correction Period ........... ................ 13.12 in general.......................................113, 14.7. 14.11 Article or Paragraph Number 'Observation 6y ENGINEER ................................. 92 OWNER May Stop Work.........................:.......13.10 Prompt Notice of Defects.........................I.........13.1 Rejecting:...... ................. .................. ........:........ 9.6 Uncovering the Work.......................................13.8 Definitions 1 Delays......................................4.1, 6.29, 12.3-12:4 Delivery of Bonds ..................................................... 2.1 Delivery of certificates of insurance.............................2.7 Determinations for Unit Prices;,,,,,,,,,,,,,,,,,,,, 9.10 Differing, Subsurface or Physical,Conditions-- Noticeof.........................................................1.2.3 FNGiNEER's Review 4.2.4 Possible Contract Documents Change,,,,,,,,,,,,,, 4.2.5 Possible Price and Times Adjustments ..............4.2.6 Discrepancies -Reporting and Resolving .... .............. .............. 2.5-3.3.2, 6.14.2 Dispute Resolution-- Agreeme nk...............................................16.1-16.6 Arbitration ................. .......................:........ 16.1-16.5 . genera116 Mediation.............................. .....:..................... 16.6 Dispute Resolution Agreement. ......................... 16.1-16.6 Disputes, Decisions by ENGINEER ..........., 9.11-9.12 Documents -- Copiesof ....... ,................................... .....:2-2 Record 6.19 Reuseof.............................................................3.7 Drawings--definit_ion of.....................I....................1.15 Easements ............................................................... 4.1 Effective date of agreement -- definition gf.............. j.16 Emergencies_,_..._ .................................................... 6.23 ENGINEER - as initial interpreter on disputes .............::..9,11-9.12 definition of ....................................................... 1:17 Limitations on authority and responsibilities ...... 9.13 Replacement of ............................ .......... .... ......... .2 Resident Project Representative.........._.............:9.3 ENGINEER's Consultant -- definition off,,,,,,,,,,,,,,,, 1.18 ENGINEER'S -- authority and responsibility, limitations or) ........ 9,13 Authorized Variations in the Work.....................9,5 Change Orders, responsibility for ... ... 9.7, 10, 11. 12 Clarifications and Interpretations ..............3.63, 9.4 Decisions on Disp"utes ........... ............ -I..... 9.11-9.12 defective Work, notice of.„ 13.1 Evaluation of Substitute Items ............... ......... :f.7.3 Liability ...................................................6.32, 9A2 Notice Work is Acceptable...............................14.13 Observations...........................................6.30.2, 9,2 OWNER's Representative .................... I ............... 9.1 Payments.to the CONTRACTOR Responsibility for.....................................9.9 14 Recommendation of Payment..................14A, 14.13 Article or Paragraph Number Responsibilities --Limitations on ........ ........ 9.11=9.13 Review of Reports on Differing Subsurface and Physical Conditions ..................,.......... .4 Shop Drawings and Samples, review responsibility ........ :.:........... ......................... 6:26 Status During Ccnstruction-- authorized variations in the Work..................9.5 Clarifications and Interpretations ................9.4 Decisions on Disputes;,,,,,,,,,,,,,,,,,,,,,,,, 9.11-9.12 Determinations on Unit.Price.....................9.10 ENGINEER as Initial Interpreter.......... 9.11-9.12 ENGINEER'S Responsibilities ................9.1-9.12 Limitations on ENGINEER's Authority and Responsibilities:...:.........................9.13 OWNER's Representative .............................19 1 Project Representative,._...............................9.3 Rejecting Defective Work :............................. 9.6 Shop Drawings, Change Orders and Payments....:..: .........9.7-9.9 Visits to Site.................................................9.2 Unit Price determinations ;,,;,,,,,,,,,,,,,,,,;,,,,,,,,,,-19.10 Visits to Site.......................................................9.2 Written consent required .............................. 7.Z 9.1 Equipment, Labor, Materials.and ...................*....0.3-6.5 Equipment rental; Cost of the, Work_„.__,_._,._._,.11.4.3.3 Equivalent Materials and Equipment ......................: 0.7 error or om issions..........I.. Evidence of Financial arrangements ...................... 8.11 Explorations of physical conditions,,,,,,,,,,,,,,,,,,,,,,, 4:2.1 Fee,.CONTRACTOR's--Costs Plus,,,,,,, ,,,,,,,,,,,,,,,J1.6 Field Order - definition of ....... ............................. ....:........ ..._ 1.19 issued by ENGINEER;,;,,,,,,,,,,,,,,,,,,,,,,,,,,,, 3.6.1, 9.5 Final Application for PavtWent...............................14:12 Final Inspection'...................................................14.11 Final Payment - and Acceptance ,,,,,,.... 14.13-14,14 Prior to, for cash allovances,,,,,,,,,,,11.8 General Provisions,,,,,,,,,,,,,,17.3-17.4. General Requirements- definition.of .....................................................1.20 principal references to..............2.6, 64, 6:6-6.7, 6.24 Giving Notice....... ......... ...... .................... _ ........... 171 Guarantee of Work -by CONTRACTOR.,..,,.. 6.30, 1412 Hazard Communication Programs ......................... 6.22 Hazardous Waste -- definition of.....................................................J21 general...........I ................ ___ 4.� OWNER's responsibility for,,,,,,,,,,,,,,,,,,,,,,,,,,, $.10 EJCDC OENERAL CONDITIONS 19I'0.3 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Indemnification ....... -....... .............. .12, 6.16, 6.31-6.33 Initially Acceptable Schedules-- ,2.9 Inspection -- Certificates of,,,,,,. 9.13.4, 13.5, 14.12 Final......:............................... .....................14.11 Article or Paragraph. Number Special, required byENGINEER .......................... Tests and Approval....... o..........-„-,,,,,, 8.7, 13.3-13.4 Insurance — Acceptance of, by OWNER...............................5.14 Additional, required by changes in the Work ............... ............................ :11.4.5;9 Before starting the Work--,,,-„------------------„-,-.-,...2.7 Bonds and --in general..........................................5 Cancellation Provisions ....................:........ .......... 5.8 Certificates of ,--,-.... _ ......-2.7, 5, 5.3, 5.4.11. 5.4,13, .............5.6.5, 5.8, 5.14, 9,13.4, 14.12 completed operations,,,,,,,,5A.13 CONTRACTOR's Liability..................................5.4 CONTRACTOR's objection to coverage ............. 5.14 Contractual Liability ...................................... 5.4.10 deductible amounts, CONTRACTOR's responsibili y................................................5.9 Final Application for Payment ........ I,,,,,,,,,,,;,,,,,14.12 Licensed Insurers5.3 Notice requirements, material changes----,_.,5.8. 10.5 Option to Replace ....... ..._.................................5.14 other special insurances ............................... ..„5.I0 OWNER as fiduciary for insureds ,-.I......... J.12-5.13 OWNER'S Liability....... —................................5.5 OWNERs Responsibility.....................................8.5 Partial Utilization, Property Insurance ,,,,,,,,,,,,,,,5.15 Property.......................................... ........... ? 6 5.10 Receipt and Application of Insurance Proceeds :............................................. 5.12-5.13 Special Insurance ........5.10 Waiver of Rights .............................................. 5.11 Intent of Contract Document;,, 3.1-3.4 Interpretations and Clarifications --, „ ..3.6.3, 9.4 Investigations of physical conditions,,,,,,,;,,,,,,,,,,,,,,,,,, 4.2 Labor, Materials and Equipment,_......................(:3-6-5 Lands -- and Easements...................................................$.4 Availability.of...... ................................. ....... 4.1, 8.4 Reports and Tests...............................................8.4 Laws and Regulations --Laws or Regulations-- Bonds.....................................:..................5.1-5.2 Changes in the Work,-,-,- *.... „10.4 Contract Documents ........:...:............... ....-........ CON tRACTOR's Responsibilities 6.14 Correction Period, defective Work„ .............„ 1112 Cost of the Work, taxes...............................11.4.5.4 definition of ...... -:.......... --............. ..........._.._...1.22 gencral6.14 Indemnification .............._-,,,,--„-,,,_--...... 6.31-6.33 Insurance., ....................... ......................... 5.3 Precedence 3.1,3.3.3 Reference to....................................................3.3.1 Safety and Protection ................ ............... :6.20, 13.2 Subcontractors, Suppliers and Others ,,,,,,-,,,,6.8-6.11 Article or Paragraph Number Tests and Inspections ,,,„-,,,,13.5 Use of Premises6.16 . ............................... . Visits to Site.......................................................9.2 Liability Insurance— CONT RACTOR's................. ............................... .4 OWNERS:....:.............................:...............::......5.5 Licensed Sureties and Insurers ................................. 5.3, Liens -- Application for Progress Payment_ .................... 14.2 CONTRACIOR's Warrantyof "title,,,--„.14.3 Final Application forPayment ...................... .14,12 definition of 1 23 Waiver of Claims 14.15 Limitations on ENGI\i IEER's authority and responsibilities ............................................. .....9.13 Limited Reliance by CONTRACTOR Authorized...................................................... 4.2. 2 Maintenance and Operating Manuals -- Final Application for Payment ................... -...... 14.12 Manuals (of others)-- Precedence., ................................ :...................3.3.1 Reference to -in Contract Documents ..................3.3.1 Materials and equipment -- furnished by CONTRACTOR,. ... ___................... 6.3 not. incorporated in Work...................................14.2 Materials or equipment --equivalent ...........................6.7 Mediation (Optional)..............................................16.7 Milestones --definition of........................................).24 Miscellaneous -- Computation of Times „,,,,,,,,,,,,,,,,,,,,,,,,,,„--,-,--,-17.2 Cumulative Remedies .......... 17.4 Giving Notice .................................. ................. .,17.1 Notice of Claim.............................................I...17.3 Professional Fees and Court Costs Included ,,,,,,-„17.5 Multi -prime contracts ................................. . „7 Not Shown or Indicated 4.3.2 Notice of-- Acceptability ofProject -,,,,,,,,,,, ......................... 14.13 Award, definition of.........................................1.25 Claim ................... ....1.7.3 Defects,13.1 Differing Subsurface or Physical Conditions.,-,_-4.2.3 Giving... ......................... ................................ 17.1 Tests and Inspections— ...... ........... 113 Variation, Shop Drawing and Sample................6..17 Notice to Proceed -- definition of......................................................1.26 givingof............................................................2.3 EJCDC GENERAL CONDIIION31910.3 (1990 EDITION) w/CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Notification to Surety .... :......................................... 10.5 Observations, by ENGINEER.....::....:...............6:30, 9.2 Occupancy of the Work, .................. 5.15. 6.30.2.4. 14.10 Omissions or acts by CONTRACTOR...............5.9, 9:13 Open Peril policy form, Insurance ..........................5.6 2 Option to Replace ................................ ..............::...:5:14 Article or Paragraph Num ber "Or Equal" Items............................... .......................6.7 Other work 7 OvertimeWork--prohibitionof................................. 6.3 OWNER -- Acceptance of defective Work ...........................11 13 appoint an ENGINEER......................................8.2 as fiduciary...............................................5.12-5.13 Availability of Lands, responsibility ....................4.1 definition of .....................................................1.27 data, furnish...... .... ...... ... .......... .... ....8:3 May Correct Defective Work............................13.14 May refuse to make payment.............................14:7 May Stop the Work.., .................. ................ 1110 May Suspend Work, Terminate ...........................$.8, 13.10, 15.1-15.4 Payment, make prompt .....................$ 3, 14.4, 14.13 performance of other work .................................. 7.1 permits and licenses, requirements ....................6.13 purchased insurance requirements ............... S. =5.10 OWNER's-- Acceptance of the Work...............................6.30.2.5 Change Orders, obligation to execute. ......... 8.6, 10.4 Communications ............................................... 8.1 Coordination of the Work 7.4 Disputes, request for decision.. .....:....................9. I1 Inspections, tests and approvals., ................ 8:7_13.4 Liability Insurance ...... ............... .............. ...........�.5 Notice of Defects..............................................13.1 Representative --During Construction, ENGINEERS Stares 9.1 Responsibilities -- Asbestos, PCBs, Petroleum, Hazardous Waste or. Radioactive Material ................. 8.10 ChangeOrders..............................................8.6 Changes in the Work...................................10.1 communications 8.1 CONTRACTORS responsibilities .................. 8.9 evidence of financial arrangements...............8.11 inspections, tests and approvals,,,,,,,,,,,,,,, 8.7 insurance . ................................ :................. ....8.5 lands and easements'.. ... ........ .............. 8.4 prompt payment by,........ .......................... .....8.3 replacement of ENGINEER....: ...... .......... :::... 8.2 reports and tests ..... .............. " I...............I......8.4 stop or suspend Work..................8.8, 13.10, 15.1 terminate. CONTRACTORs services........................._...............8.8,15.2 separate representative at site...............................9.3 testing, independent, ........................................ 13.4 use or occupancy of the Work ......................... 5.15, 6.36.2.4. 14.10 written consent or approval required ............... .....9.1, 6.3, 11.4 xi EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLMS NIODMCATTONS (REV 9/99) Article, or Paragraph Nurn her written notice required .........................7.1, 9-4, 9.11, ......... .......... U-2, 11.9. 14.7. 15.4 PCBs -- definition of 1.29 general................ ............... ................... ......... 4.5 OWNJEWs responsibility for...............................8.10 Partial Utilization - definition of, ....... ...................... ............... j.28 general 6.30.2.4, 14.16 Property Insurance..: ............... I-- ..................... Patent Fees and Royalties ........................................ 6.12 Payment Bon4 .............................................. _15: 1-5.2 Payments, Recommendation of .............. 14.4-14.7, 14.13 Payments to CONTRACTOR and Completion - Application for ProgressPayments ...................... J4.2 CONTRAcrOR's Warranty of Title... ....... 14.3 Final Application for Paymenk ......................... J4.12 Final Inspection ............ .................................. 14.11 Final Paymenrand Acceptance., ............. J4,13-14.14 general........................................................8.3, 14 Partial Utilization 14.10 ReLainage..........................................................14.2 Review of Applications for Progress Payments ...................... .... 14.4-14.7 prompt payment .................................................. ?.3 Schedule of Values _ ...... ; ......... ; ....... ....... - ....... 14.1 Substantial Completion, ....... ...... ..... 14.8-14.9 Waiver of Claims. .. ................. ........................ 14.15 when payments due ................................14.4, 14.13 withholding payment .................... ....................14.7 Performance Bonds ..... ......... ........................ . - 11.5. 1-5.2 Permits................... .............. .......................... 6-13 Petroleum - definition of .......... .......................................... J'30 general- ........... .................... I ........................... 4.5 OWNE-R!s responsibility for ................................ 8.10 Physical Conditions -- Drawings of, in or relating to ........................4.2.1.2 4.2.1.2 ENGINEER's review .......... - ............. ............... 4.2.4 existing structures ............................................4.2.2 general 4.2.1.2 .... ---- ....... - ...... I ......................... - Notice of Differing Subsurface or...................... 4.2.3 Possible Contract Documents Change ... ........... 1' 2.5 Possible Price and Times Adjustments,,, ...... 4.2.6 Reports and Drawingq .................................... ;.4.2.1 Subsurface and-,.--,.-,... ........ .... 4.2 Subsurface Conditions., ....................... 1 Technical Data, Limited Reliance by CONTRACTOR Authorized ... I ...... 1-1.11 ...... 4.2.2 Underground Facilities - general ........................................................4.3 4.3 Not Shown or Indicled ..... ........................ 4.3.2 Protection of ... I ......... I ........................... 4.3, 6.20 Xii Article or Paragraph Number Shown or Indicated . ..... o ............................ ............. 4.3.1 Technical Data ............................... 4.2.2 Preconstruction ConferencO ...... **"* ... * .......... * ............. 2.8 Preliminary Matters .... ...... .................................... ....2 Preliminary Schedules............ ................................. �2.6 Premises,Use of ............... 11 ... I ... I ................. 6. 1". 18 pride, Change of Contract ' "" ........... * ....... ** .... * ....... ... I I Price, Contract -definition of .................................. 1.11 Progress Payment, Applications for .......................... j4.2 Progress Paymcrit--retainhgq ................................... 14.2 Progress schedule, CONTRACTORN ....... __7.6,28, 19, ..................... ....... _. 6.6. 6.29. 10A 15.2.1 Project -definition of...............................................1.31 Project Representative- ENGINEER!s Status During Construction_ ....... _9.3 Project Representative, Resident -definition of ......... 1.33 prompt payment by'OWNER.......... : .......................... 8.3 Property Insurance - Additional ............... ......... ..................... 5.7 generaI5.6-5. 10 Partial Utilization ... ............................ 5.15; 14.10.2 receipt and application of proceeds ............. 5.12-5.13 Protection, Safety and .............................. 6.20-6.21, 13.2 3.2 Punch I ist 14,11 Radioactive defintion of ............. * ......... genera14.5 OWNER's responsibility for ............................. 8; 10 Recommendation of Payment ................14.4, 14.5, 14.13 Record Documents....._ ................. .......... ..... 6,19, 14.12 Records, procedures for maintaining„ .................... ... 2.8 Reference Points ....................................................... 4.4 Reference to Standards and Specifications of Technical Societies.........................................3.3 Regulations, Laws and (or) ........... .......................... 6.14 Rejecting Defective Work ..........................................9.6 Related Work -- atSite _ ...................... .............................. 7.1-7.3 Performed prior to Shop Drawings and Samples submittals review ....................6.28 Remedies, cumulative .................... * ....... -, ..... 17.4, 175 Removal or Correction ofDefeefive Work ............. _ 13.11 rental agreements, OWNER approval required ..... 1 l.4.5.3 replacement of ENGINEER. by OWNER ........ ......... ... 8.2 Reporting and Resolving Discrepancies ................................2.5, 3.3.2, 6.14.2 Reports - .and Drawings .................................................4.2.1 and Tests, OkNINFR's responsibility ..................... 8A Resident and Project Representative -- definition of ............................................... 1.33 provisionfor ............................................................ 9.3 EJCDC GENERAL CONDITIONS 1910-8 (1990 WITION) W/ CITY OF FORT COLUNS NIODIFICATIONS (RFV 9/99) Article or Paragraph Number Resident Superintendent, CONTRACTORS ............... 6.2 Responsibilities-- .CONTRACTORs-in general..................................6 ENGINEER's-in general........................................9 Limitations on............................................9.13 OWNER s-in general ................. ..... .......... .............8 Retainage............. ... ............. .._........................ ,...1.4.2 Reuse of Documents..................................................3.7 Review by CONTRACTOR: Shop Drawings and Samples Prior to Submittal, ........... ..............0.25 Review of Applications for Progress Payments... ... ...... I .......... 14:4-14.7 Right to an adjustment...........................................10.2 Rights of Way .................................. 4.1 Royalties, Patent Fees and ......................................6.12 Safe Structural Loading._'.. .... ................ 6.18 Safety -- and Protection 4.3.2, 6.16, 6.18, .....................................6.20-6.21, T2. 13.2 general.................................................... 6.20-6.23 Representative, CONTRACTORs .......................6:21 Samples -- definition of .... -................................................1.34 general : .......................... :....................... :.6.24-6.28 Review by CONTRACTOR ............................... 6;25 Review.by F..NCrINEER...............................6i.26, 6.27 related Work.....................................................0 28 submittal of 6.24.2 submittal procedure;.........................................6.25 Schedule of progress.............................2.6, 2.8-2.9, 6.6, 6.29, 10.4. 15.2.1 Schedule of Shop Drawing and Sample Submittals; .............................2.6, 2.8-2.91 6.24-6.28 Schedule of Valucs..............................2.6, 2.8-2.9, 14.1 Schedules -- Adherence to............:...............:.............:.......15.2.1 Adjusting...........................................................6.6 Change of Contract Times ................... ........ :.....10.4 Initially Accepta ble ............. ............... .......... 2.8, 2.9 Preliminary .............. , ..,2.6 Scope of Changes. ...................... ............... 10.3-10.4 Subsurface Conditions,, 4.2.1.1 Shop. Drawings= - and Samples, general ....... ........... ............... 6.24-6.28 Change Orders & Applications for Payments, and ................... I.....................93-9.9 definition of... ..... I ............... ............................ „1.35 FNGINEER's approval of ... ....... ........ I ........... I ... 3.6.2 ENGINERR's responsibility for review ..................................... 9.7, 6.24-6;28 related Work... ............................. ... : ....... 028 review procedures...............................2.8, 6-24-6.28 Article or Paragraph Number submittal required ............................................... 6.24.1 Submittal Procedures6.25 use to approve substitutions .............................. 6.7.3 Shown or Indicated:.......................................:.....4.3.1 Site Access ................. ....................................... 7.2. 13.2 Site Cleanliness......................................................0.17 Site, Visits to -- by ENGINE -ER, .......................................... 9.2. 13.2 by others ......... .............. ..:. ..................:........... 13.2 "special causes of loss" policy form, insurance.....................................:..................5.6.2 definition of.....................................................1.36 Specifications— defination of.., .............. ............. .... ).36 of Technical Societies, reference to ...................3.3.1 precedence............................................. : ........ 3.3.3 Standards and Specifications of Technical Societies ....... .............. :.................. :3 Starting Construction, Before .......... :..................... 2.5-2.8 Startingthe Work ...................... ............................... 2-4 Stop or Suspend Work -- by CONTRACTOR...........................................15.5 by OWNER ..................................... 18.8, 13.10, 15.1 Storage of materials and equipment ........ I ............ 4.1, 7.2 Structural Loading, Safety,, 6.18 Subcontractor -- Concerning .....................:.......................... ¢.8-6.11 definition of .........:..... I „1.37 delays............................................................12.3 waiver of rights ......... ................. ....... I ... ..... I ...... 6: l Subcontractors --in general., . ................... .......... 6.8-6.11 Subcontracts --required provisions,,,...,,, 5.11, 6.11. 11 A3 Subm ittals— Applications for Payment.................................14.2 Maintenance and Operation anuals..._„_........ Manuals.... 14.12 Procedures .............................. ................... 6:25 ..... Progress Schedules..; ........ ........ 2.6, 2.9 Samples ..... ....................................... ....... 6.24-6.28 Schedule of Values ............................ .._..... `2:6, 14.1 Schedule of Shop Drawings and Samples Submissions .................... „2.6, ................ 2.8-2:9 Shop Drawings ............... I........................ 6:24-6.28 Substantial Completion— certification of............................6.302.3, 14.8-14.9 definition of, ........................................... _ ...... 1.38 Substitute Construction Methods or Procedures.... .... 6.7:2 Substitutes and "Or Equal" Items ............................ .. .6.7 CONTRACTOR's Expense.....,, .................... 6.T 1.3 ENGINEER's Evaluation ,,,,,,,,,,,,•„-„.,,,,•,,,,.„•,6.7.3 "Or -Equal. ..........................:. 6.7.1.1 Substitute Construction Methods E•1CDC GENERAL CONDITIONS 1910.8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) J. Keep roads open and in acceptable condition, unless closure or detour has been approved by City's Traffic Control Coordinator seventy-two (72) hours prior to closure or detour. K. Post signs around the perimeter of the construction site to restrict public access as required. a) 1.02 TRAFFIC CONTROL PLAN A. Submit a detailed traffic control plan to Traffic Control Coordinator for review and acceptance. Plan must be accepted seventy-two (72) hours prior to work commencing at the site. Maintain the accepted plan throughout all phases of construction. Provide copy to City's Project Manger prior to submittal. 1. Notify police, sheriff, ambulance services, and fire authorities of traffic control plan and the schedule of it. Distribute copies if requested. b) 1.03 FLAGMEN A. Required where necessary to provide for public safety, or the regulation of traffic, or by jurisdictional authorities. B. Shall be properly equipped and licensed. c) 1.04 WARNING SIGNS AND LIGHTS A. Provide suitable barricades and warning signs for: 1. Open trenches and other excavations. 2. Obstructions, such as material piles, equipment, piled embankment. B. Illuminate by means, of warning lights all barricades and obstructions from sunset to sunrise. C. Protect roads and driveways by effective barricades on which are placed acceptable warning signs. d) 1.05 PARKING A. Provide suitable parking areas for the use of construction workers and others performing work or furnishing services in connection with the Project so as to avoid interference with private property, public traffic, City's operations, or construction activities. Such parking shall occur at a suitable location, approved by the City. e) 1.06 ROADWAY USAGE BETWEEN OPERATIONS A. When Work is not actually in progress, Contractor shall make passable and shall open to traffic Page -12- Article or Paragraph Number or Procedures 7.2 Substitute Items.._ .... ........... .............. 6.7,1,2 Subsurface and Physical Conditions -- Drawings of, in or relathg to ......................... 4.2.1.2 ENGINEERs Review 4_14 general........................... .................. ........... .... 4.2 Limited Reliance by CONTRACTOR Authorized 4.2.2 Notice of Differing Subsurface or Physical Conditions ....................... ...... ............ 4.2.3 Physical Conditions ......................... ............. 4.2.1.2, Possible Contract Documents Change ... ....... ... 4.2.5 Possible Price andTimes Adjustments... ............. 4.2.6 Report-, and Drawings ......................................4.2.1 Subsurface and, ...... ............................................ 4.2 Subsurface Conditions at the Site, ........ .......... 4.2.1.1 Technical Data, .............. .................................. 4.12 Supervision— CONTRACTORs responsibility ... _ .................. ke I OWNER shall not supervise ................................ 8.9 ENGINEER shall not supervise,,,,,,,,,,,,,,,, 9.2, 9.131 Superintendence ................... ............... ....... ... A-2 Superintendent, CONTRACTORs resident,,,,,,,,,,,,,, 6.2 Supplemental costs ...................................... 1; ....... 11.4.5 Supplementary Conditions -- definition of ................. ................................... j.39 principal references tq ................. 1. 10, 1. 19, 2.2, 2; 7, .... ................ 4.2, 4.3, 5-1, 5.3, 5A, 5,6-5,9, ......... I ....... S. 11, 6.8, 6,13, 7.4, 8.11, 9.3, 9.10 Supplementing Contract Documents .........................3.6 Supplier -- definition of ......................................................3.40 ...................... ........................ 3.40 principal references to ........... �. 7,-6. 5, 6.8-6.11, 6.20, .........................................6.24, 9.13, 14.12 Waiver of Rights ................................................ 6.11 Surety -- consent to final payment ........... ............ 14.12, 14.14 ENGINEER has no duty to ................................. 9.13 Notification of ...................... ...... 10.1. 10.5. 15.2 qualification of.. . ....... ............... .. ............... 5.1-5.3 Survival of Obligation: .......................................... 6.34 Suspend Work, OWNER May ....................... j3.10, 15.1 Suspension of Work and Termination-,..................... 15 CONTRACTOR May Stop Work or Terminate., ......................... .................... 15,5 OWNER May Suspend Work .......... .......... ........ 15A OWNER May Terminate :............................ 15.2-15.4 Taxes --Payment by CONTRACTOR,....... I ................ 6-15 Technical Data -- Limited Reliance by CONTRACTOR ................ 4.2.2 Possible Price and Times Adjustments .............. A2.6 Reports of Differing Subsurface and Physical Conditions ... .......... .................. 4.2.3 xiv 'rem porary construction faci I itics ............................... 4,1 Article or Paragraph Number Termination= - by CONTRACTOR ....... ...... ............. ........ 15.5 by.OWNER ........................................ N.8, 15.1-15.4 of ENGfNEERs employment ............................... F.2 Suspension of Work-in general ... .................... 15 Terms and Adjectives..............................................3.4 Tests and Inspections - Access to the Work, by others ........................ ... 13.2 CONTRACTOR!s responsibilities ....................... 13.5 cost of 13.4 covering Work prior tq .......................... ... 13.6-13.7 Laws and Regulations (or) ............................... 13.5 Notice of Defects.......... ...... OWNER May Stop Work .......... ................. 13.10 OWNER's independent testing .......................... i 3.4 special, required by ENGINEER ......... ....... ...9.6 timely notice requiredt.. . ............................ ...... 13A Uncovering the Work, at ENGINEEks request................................................ 118,13.9 Times -- Adjusting...........................................................64 Change of.Co.ntract ...... ... 11 .......... .................... 12 Computation of.................................................17.2 Contract Times --definition of � .......................... JI.12 day...... .......... ...... ...............................17.2.2 Milestones........ ..................... ........... J2 Requirements -- appeals ...... ........ ................... 9.10, 16 clarifications, claims and disputes ..................9.11, 11.2. 12 Commencement of Contract T ime* 2.3 Reconstruction Conference, ........................... ?.8 schedules 2.6, 19, 6.6 Starting the Work .........................................2.4 ............................. Title, Warranty of....................................................14.3 Uncovering Work ........ ......... ......................... 13.8-13.9 Underground Facilities, Physical Conditions— definition of....................................................1.41 Not Shown or Indicated ................................... 4.3.2 protection of '*"'"'*''..................4.3, ..... 4. 3, 6.20ShownSvn or Indicat.ed....""',',*.'.""".", Unit -Price Work - claims definition of ...................................................... L42 genera ll 1.9. 14.1. 14.5 Unit Priccs general 11.3.1 Determination for Use of Premises .................................6.16, ... ........ * ....... ... 6.16, 6.18, 6.30.2.4 Utility owners .......... * ..... ** ... * ....... 13, 6.20, TI-7.3, 13.2 Utilization. Partial ...................1.28. 5.15, 6.30.14, 14.10 Value of theWork ................................................... 11.3 Values, Schedule of 2; 8-1. 9, 14.1 EJCDC. GENERAL CONDITIONS 19io-s (090 EDITION) w/ a TY OF FORT COLUNS I IODIFICAII 6NS (REV 91991 Variations in Work --Minor Authorized .................... ......... _ ......... 6,25, 6.27, 9.5 Article or Paragraph Number Visits to Sitc7-by ENG12',TEER, ................................... 9.2 Waiver of Claims --on Final Nyin ent ........ I .............14.15 Waiver of Rights by insured parties ................... 5.1.1,6.11 Warranty and G.uarantee.,General--by CONTRACTOR_, ...................... _ ................. _0.30 Warranty of Title, CONTRACTORs ... .................... 14.3 Work" Access to 13.2 byothers............:....:.......................I..................... 7 Changes in the .....................................................10 Continuing the ................................................ _6.29 CONTRACTOR May Stop Work or Terminate S. 5 Coordination of.. ... ........... __ ........... .......... .... 7.4 Cost of the )1.4-11.5 definitionof .................. I ............ 1 ................... I.A3 neglected by CONTRACTOR, ..................... .... J.3.14 other Work ... : .............. _7 OWNER May Stop Work ................................. 13.10 OWNER May Suspend Work ................... J3.10, 15A Related, Work it Sitq .................................... 7.1-7.3 Starting the 2A ....... Stopping by CONTRACTOR ............. ..... 1.15.5 Stopping by OWNER ........................ ........ 15. 1-15.4 Variation and deviation authorized, minot ..... 3.6 Work Change Directive -- claims pursuant to.............................................10.2 definition of ...... ........... .................. ----- 1.44 principal references to ...................... 3. . 5.3, 10.1-10:2 Written Amendment -- definition of .......................................................1.45 principal references to .............. 1. 16, 3:5, 5. 10,1 �. 12, .....................G.6.2, 6.3.2; 6.19, 10.1, 10A, .....--riso' ........ I - 1.2, 12.1, 13.12.2, 14.7.2 Written Clari�icatiand Interpretations'....,.... .... I ................. - 3.6.3? 9.4. 9.11 Written Notice Required — by CONTRACTOR ............................. 7-1. 9.10-9,11, ...................................... .... 10.4. 11.2. 12.1 by OWNER... . ........... ..... 9. 10-9.11, 10.4, 11.2, 13.14 Xv rjcDc GENERAL CONDITIONS 1910.8 (1990 EDITION) W/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) (This pageleft blank intentionally) xvi EJCDC GENERAL CONDmONS 1910.8 (1990 ED111ON) w/ CITY OF FORT COLUNS MODIFICATIONS (REV 91991 GENERAL CONDITIONS ARTICLE 1—DEFINITIONS Wherever used in these General Conditions or in the other Contract Documents the following terms have the meanings indicated which are applicable to both the, singular and plural thereof: Ll. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change. the Bidding Requirements or the Contract Documents. 1.2. Agreement -The written contract between OWNER and CONTRACTOR covering the Work to be performed; other Contract Documents are attached to the Agreement and made a part thereof as provided therein. 1.3. Application for Payment —The form accepted by ENG!NEEiR which is to be used by CONTRACTOR in requesting progress or final payments and which is to be accompanied by such supporting documentation as is, required by the. Contract Documents. 1.4. Asbestos --Arty material that contains more than one percent asbestos and is friable or is releasing asbestos fibers. into the air above current action levels established by the United States Occupaiional Safety and Health Administration. 1.5. Bid -The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 1.6. Bidding Doctmrents—The advertisementor invitation to Bid, instructions to bidders, the Bid form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 1.7. Bidding Requirements -The advertisement or invitation to Bid, instruaions.to bidders, and the Bid form. I.S. Bonds -Performance and Payment bonds and other instruments of security. 1.9. Change Order —A document recommended by ENGINEER, which is signed .by CONTRACTOR and OWNER and authorizes an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 1.10. Contract Documents —The Agreement, Addenda (which pertain to the Contract Dowments), CONTRAC'TOR's Bid (including documentation accompanying the Bid and any post Bid documentation submitted prior to the Notice, of Award) when attached as an exhibit to the Agreement, the Notice to Proceed, the Bonds, these General Conditions, the Supplementary Conditions; the Specifications and the Drawings as the EJCDCQENMM CONDI'nONS 191" (1990 E(fitim) w/ CITY OF FORT COLLINS MODIFICATIONS (RE V,12000) same are more specifically identified in the Agreement, together with all Written Amendments, Change Orders, Work Change Directives, Field Orders and ENGINEER's written interpretations and clarifications issued pursuant to paragraphs3.5; 3.6.1 and.3.6.3 cn or alter the Effective Date of the Agreement. Shop Drawing submittals approved pursuant to paragraphs 6.26 and 6.27 and the reports and drawings referred to in paragraphs 4 2.1 and 4.2.2 are not Contract Documents. 1,11. Contract Price —The moneys payable by OWNER to CONTRACTOR�for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to :the provisions of paragraph 11.9.1 in the case of Unit Price Work). 1.12. Contract Times —The numbers of days or the dates stated in the Agreement: (i) .to achieve Substantial Completion, and '(ii).to complete the Work so that it is ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance with pamgrnph 14.13. 1.11 CONTRACTOR —The person, firm or corporation with whom OWNER has entered into the Agreement 1.14. defective —An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient in that it does not conform to the Contract Documents, or does not meet the requirements of any inspection, reference standard, test or approval referred to in the'Contract Documents, or has been damaged prior to ENGINEER's recommendation of final payment (unless responsibility for the protection thereof has been assumed by OWNER at SubsL-intial Completion iri accordance with paragraph 14.8 or 14,10). 1.15. Drawings --The drawings which show the scope, extent and characterof the Work to be furnished and performed by CONTRACTOR and which have been prepared or approved by ENGINEER and are referred to in the Contract Documents. Shop drawings are not Drawings as so defined. 1.16. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no -such date is indicated it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 1.17. ENGINEER —The person, firm or corporation named as such in the Agreement. LI& ENGINEER's Constiltant-A person, firm or corporation havin a contract with ENGINEER to furnish services as ENGIIVEER's independent professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions. 1.19. Field Orcler A written order issued by ENGINEER which orders minor changes in the Work in accordance with paragraph 9.5 but which does not involve a change in the Contact Price or the Contract Times. i.20, General Requiremen a -Sections of Division 1 of the Specifications. 121. Hazardous Waste —The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 122:a. Laws and Regulations; Laws or Regulations --Any and all applicable laws, rifles, regulations, ordinances, codes and. orders of any and all governmental bodies, agencies, authorities and courts having jurisdiction 1.22.b. Legal Holidays--shall be those holidays observed by the City of Fort Collins. 1.23. Liens —Liens, charges, security interests or encumbrances upon real property or personal property. 1.24. Milestone --A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. 1.25. Notice of Award —A written notice by OWNER to the apparent successful bidder stating that upon compliance by the apparent successful bidder with the conditions precedent enumerated therein, within the time specified, OWNER will sign and deliver the Agreement: 1.26. Notice to. Proceed —A written notice given by OWNER to CONTRACTOR (with a copy to ENGINEER) fixing the date on which the Contract Times will commence to run and on which CONTRACTOR shall start to perform .CONTRACTOR'S obligations under the Contract Documents. 1.27. OWNER —The. public body or authority. corporation, association, firm or person with whom CONTRACTOR has entered into the Agreement and for whom the Work is to be provided 1.28. Partial Utilization —Use by OWNER of a substantially completed part of the Work for the purpose. for which it, is intended (or a related purpose) prior to Substantial Completion of all the Work- 1 29. PCBs —Polychlorinated biphenyls. 1.30. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at slandard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute); such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene and oil mixed with other non -Hazardous Wastes.and crude oils. 1.3.1. Project —The total construction of which the Work to be provided under the Contract Documents may be the whole, or a part as indicated elsewhere in the Contract Documents, 1.32:a. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of EJCDC OLNERAL CONDinOM 1910-8 (1990 Edition) 'All CITY OF FORT COLLINS MODIFICATIONS (REV 412000) 1954 (42 USC Section 2011 et seq.) as amended from time to time. 1.32.b. Regular Working HoUm-Regular working, hours are defined as 7:00am to 6:00pm unless otherwise specified in the General Requirements. 1.33. Resident Project. Representative —The authorized representative of ENGINEER who may be assigned to the site or, any part thereof. 1.14. Samples —Physical examples of materials, equipment; or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 1.35. Shop Dranings--AII drawings; diagrams, illustrations, schedules and other data or information which are specifically prepared or assembled by or, for CONTRACTOR and submitted by CONTRACTOR to illustrate some portion of the Work. 1.36. Specifications -Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards and workmanship as .applied to the Work and certain administrative details applicable thereto. 1.37. Subcontractor —An individual, firm or corporation Having a direct contract with CONTRACTOR or with any other Subcontractor for the performance of a part of the Work.at the site. 1.38. Substantial Completion —The Work (or a specified part thereof) has progressed to the point where. In the opinion of ENGINEER as evidenced by ENGINEER's definitive certificate of Substantial Completion, it is sufficiently complete, in accordance with the Contract Documents, so that the Work (or specified part) can be utilized for the purposes for Which it is intended; or if no such certificate is issued, when the Work is. complete and_ ready for final payment as evidenced by ENGMEER's written recommendation of final payment in accordance with paragraph 14.13. The terns "substantially complete" and "substantially completed" as applied to all or partof the Work refer to Substantial Completion thereof. 1.39, Supplementary Conditions —The part of the Contract. Documents which amends or supplements these General Conditions. 1.40. Supplier —A manufacturer, fabricator, supplier, distributor, materialman or vendor having a direct contract With CONTRACTOR or with any Subcontractor to furnish materials or equipment to be incorporated in'the Work by CONTRACTOR or any Subcontractor. 1.41. Underground Facilities —All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels or other such facilities or attachments, and any encasements containing such facilities which have been installed underground to furnish any of the following services or materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal, traffic or other control systems or water. 1.42. Unit Price il/ork-Work to be paid for on the basis of unit prices. 1.43. Work —The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. Work includes and is the result of performing or furnishing labor and furnishing and incorpomting materials and equipment into the construction, and performing or furnishing services and furnishing documents, all 'as required by the Contract Documents, 1.44, Work Charge Directive --A written directive to CONTRACTOR, issued on or after the Effective Date of the Agreement and signal by OWNER and recommended. by ENGINEER ordering an addition, deletion or revision in the Work, or responding to differing or unforeseen physical conditions under which the Work is to be performed as provided in paragraph 4.2 or 4.3 or to emergencies under paragraph 623. A Work Change Directive will not change the Contract Price or the Contract. rimer, but is evidence that the parties expect that the change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times as provided in paragraph 10.2. 1.45. Written Ameruhnew- A written amendment of the Contract Documents, signed by OWNER and CONTRACTOR on or after the Effective Date of the Agreement and normally dealing with the rionengineering or nontechnical rather than strictly construction -related aspects of the Contract Documents. ARTICLE2—PREL NIINARYMATTERS DeGrety ofBonth. 2.1. When CONTRACTOR delivers the executed Agreements to OWNM CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be required to furnish in accordance with paragraph 5.1. Copies of Documents• 2.2 OWNER shall furnish to CONTRACTOR up to ten copies (unless otherwise specified in the Supplementary Conditions) of the Contract Documents as are reasonably necessary for the execution of the Work. Additional copies will be furnished, upon request, at the eost.of reproduction Commencement of Contract Times; Notice to Proceed• 2 3. The Contract Times will commence to run on the thirtieth day -after the Effective Date of the Agreement, or, EJCDC GENERAL coNDrnoNS 1910-8 (1990 E(litim) w9 CITY OF FORT COLLINS MODIFICATIONS (REV,12000) if a Notice to proceed is given, on the day indicated in the Notice to Proceed. A Notice.to Proceed may be given at any time within thirty days after the Effective Date of the Agreement of Bid-opening•or---the-tNrtie&day-after-the-F3t%otMA)ete oEthe-Agreemai�whieheverdste-is-ew6r. Starting the Work: 2.4. CONTRACTOR shall startr to perform the Work on the elate when the Contract Tunes commence: to run, but no Work shall be done at the site prior to the date on which the Contract Times commence to run Before Starting Construction: 2.5. Before undertaking each part of the Work, CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements: CONTRACTOR shall promptly report in writing to ENGINEER any conflict, error, ambiguity or discrepancy which CONTRACTOR. may discover and shall obtain a written interpretation or clarification from ENGINEER before proceeding with any Work affected thereby; however; CONTRACTOR shall, not be liable to OWNER or ENGINEER for failure to report any conflict; error, ambiguity or discrepancy in the Contract Documents, unless CONTRACTOR knew or reasonably should have known thereof 2.6. Within ten days after the Effective Date. of the Agreement (unless otherwise specified in the General Requirements), CONTRACTORshall submit to ENGINEER for review: 2.6.1. a preliminary progress schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Wi estones,specified in the Contract Documents: 2.6.2. a preliminary schedule.of Shop Drawing and Sample submittals which will list each required submittal and the times for submitting, reviewing and processing such submittal; 2.6.11. In no case will a schedule be acceptable which allows less than 21 calendar days for each review.by Enaineer. 2.6.3. A preliminary schedule of values for all of the Work which will include quantities and prices of items aggregating .the Contract Price and will subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 2.7. Before any Work at the site is started, CONTRACTOR .,...1o„a-OWN1314 shall eaeh deliver to the etliaF OWNER with copies to identified in the SupplementaFy Condit ENCrfNEER- certificates of insurance (and other evidence of insurance rrase3m'requested by OWNER) which CONTRACTOR is required to purchase and maintain , in accordance with paragraphs 5.4,3:6-imd-5-7. Preconstruction Conference: -2.8. Within twenty clays after the Contract Times start to run, but before any Work at the site is started, a conference attended by CONTRACTOR, ENGINEER and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss 'the schedules referred to in paragraph 2.6, procedures for handling Shop Drawings and other submittals processing Applications for Payment and maintaining required records, Initially Acceptable Schedules• 2.9. Unless otherwise provided in the Contract Documents, at least ten days befare submission ef the Applieatien fear payment before any work at the site begins a conference attended by CONTRACTOR, ENGINEER and others as appr ` desi ated_by OWNER. will be held to review for aacce tability to ENGINEER.as provided below the schedules submitted in accordance with paragraph2.6. and Division I - General Requirements. CONTRACTOR shall have an additional ten days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until the schedules are submitted to and acceptable to ENGINEER as provided below. The progress schedule will be acceptable to ENGINEER as providing an orderly progression of the Work to completion within any specified Milestones and the Contract Times, but such acceptance will neither impose on ENGINEER responsibility for the sequencing, scheduling or progress of the Work nor interfere with or relieve CONTRACTOR from CONTRACTOR's full responsibility therefor. CONTRA(,-TOR's schedule of Shop Drawing and Sample submissions will be acceptable to ENGINEER as providing a workable arrangement for reviewing and processing the required submittals CONTRACTOR'S schedule of values will be acceptable to 131,lGRgM as to form and substance. ARTICLE 3--CONTRACT DOCUMENTS: MENT, ANIFANDENG, REUSE Intent: 3.1. The Contract Documents comprise the entire agreement between OWNER and CONTRACTOR concerning the Work The Contract Documents are complementary; what is called for by one is as binding as if called for by all. The Contract Documents will be construed in accordance with the law of the place of the Project. 3.2. It is the intent of the Contract Documents to EJCDC OENERAL CONDITIONS 1910.8 (1990 Edition) a,/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Documents. Any'Work, materials or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phrases which have a well-known technical or construction industry or trade meaning are used to describe Work, materials or equipment, such words or phrases shall be interpreted in accordance with that meaning.. Clarifications and interpretations of the Contract Documents shall be issued by ENGINEER as provided in paragraph 9.4. 3.3. Reference to Standards and Specifications of Technical Societies; Reporting and Resobing Discrepancies: 3.3.1. Reference to standards, specifications; manuals or codes of any technical society, organization or association, or to the Laws or Regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard, specification, manual, code or Laws or Regulations in effect atthe time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 3.3.2. If during the performance of the Work, CON rRACTOR discovers- any conflict, error, ambiguity or discrepancy within the Contract Documents or between the Contract Documents and any provision of any such Law or Regulation applicable to the performance of the Work or of any such standard,- specification, manual or code or of any instruction of any Supplier referred to in paragraph 6.5, CONTRACTOR shall report it to ENGINEER in writing at once, and, CONTRACTOR shall not proceed with the Work affected thereby (except in an emergency as authorized by paragraph 6.23) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3:5 or 3.6-, provided however, that CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any such conflict, error, ambiguity or discrepancy unless CONTRACTOR knew or reasonably should have known thereof. 3.3.3. Except.as otherwise specifically stated in the Contract Documents or as may be provided by amendment or supplement thereto issued by one of the methods indicated in paragraph 3.5 or 3.6, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity or discrepancy between the provisions of the Contract Documents and: 3.3.3.1. the provisions of any such standard, specification, manual, code or instruction (whether or not specifically incorporated by reference in the Contract Documents); or 3.3.3.2. the provisions of any such Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). No provision of any such standard, specification, manual, code :or instruction shall be effective to, -change the duties and . responsibilities of OWNER, CONTRACTOR or ENGINEER; or any of their subcontractors, consultants, agents or employees from those set forth in the Contract Documents, nor shall it be effective to assign to OWNER, ENGINEER or any of ENGINFER's Consultants, agents or employees any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of paragraph 9.I3 or any other provision of the Contract Documents. 3.4. Whenever in the Contract Documents the terms "as ordered", "as directed", "as required", "as allowed", "as approved" or terms of like effect or import arc used, or the adjectives "reasonable", "suitable", "acceptable", "proper" or "satisfactory" or adjectives of like effect or import are used to describe a requirement, direction, review or judgment of ENGINEER as to the Work, it is intended that such requirement, direction, review or judgment will be solely to evaluate, in general, the completed Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective shall not be effective to assign to ENGINEER any duly or authority to supervise or direct the furnishing or Performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraph 9.13 or any other provision of the Contract Documents. Amending and Supplementing Contract Documents.,. 3.5, The Contract Documents may be amended to provide for additions, deletions and revisions in the Work or to modify the terms and conditions thereof in one or more of the following ways: 3.5.1. a formal Written Amendment, 3.5.2. a Change Order (pursuant to paragraph 10.4), or li.1CDC OENERAL CONDITI OM 1910-8 (1990 Ediiim) a! CITY OF FORT COLLI M MODIFICATIONS ft-V 42000) 3.5.3. a Work Change Directive (pursuant to paragraph 10.1). 3.6. In addition, the requirements of the Contract Documents .may be supplemented; and minor variations and deviations in the Work may be authorized, in one or more of the following ways: 3.6.1. A Field Order (pursuant to paragraph 9.5), 3.6:2. ENGINEER's approval of a Shop Drawing or Sample (pursuant to;paragraphs 6.26 and 6.27), or 3.6.3. ENGINEER's written interpretation or clarification (pursuant to paragraph 9.4). Reuse ojDocurnents- 3.7. CONTRACTOR, and any Subcontractor or Supplier or other person or organisation performing or furnishing any of the Work under a direct or indirect contract with OWNER (i) shall not have or noquire any title to or ownership rights in any of the Drawings, Specifications or other documents (or_ copies of any thereof) prepared by or bearing the seal of ENGINEER or ENGFNEEWs Consultant, and (ii) shall not reuse.any of such Drawings, Specifications, other documents or copies on extensions of the Project or any other project without written consent of OWNER and ENGINEER and specific written verification or adaptation by ENGINEER. ARTICLE 4-AVAILABILITY OF LANDS; SUBSURFACE AND. PHYSICAL CONDITIONS; REFERENCE POINTS Availabilih, ojLandtc: 4.1. OWNER shall furnish, as indicated in the Contract Documents, the lands upon which the Work is to be performed, rightsof way and easements for access thereto, and such other lands which are designated for the use of CONTRACTOR Upon•reasonable-wrinen•request; statemettvo€record-lega"tle-and-legal-descriptione the lands-upon-which-the-Work-is-4o-b6-perfemie41-and Ou1FNER's-interest-therein-as-r>e<.r�ary-{or-giµing-r#ice o€-or-€fling-a-mestu}rv�s-licnt-against-sueh-lands-in OWNER shall identify any encumbrances or restrictions not of general application but specifically related to use of lands so furnished with which CONTRACTOR will have to comply in performing the Work. Easements for permanent structures or permanent changesin existing facilities will be obtained and paid for by OWNER, unless otherwise provided in the Contract Documents. If CONTRACTOR and OWNER are unable to agree on entitlement to or the amount or extent of any adjustments in the Contract Price or the Contract Times as a result of any delay in OWNER's furnishing these lands, rights -of - way or easements. CONTRACTOR may make.a claim therefor as provided in Articles I and 12. CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 4.1 Subsurface and Physical Conditions• 4.2.1. Reports and Drawings: Reference is made to the Supplementary Conditions for identification of: 2.1.1. Subsurface Conditions: Those reports of .explorations and tests of subsurface conditions at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents; and 4.2.12. Phvsical Conditions: Thane drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site. (except Underground Facilities) that have been utilized by ENGINEER in preparing the Contract Documents. 4.2.2. Limited Reliance by CONTRACTOR Authorized' Technical Data: CONTRACTOR may rely upon the general accuracy of the. "technical data" contained in such reports and drawings, but such reports and drawings, are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data", CONTRACTOR may not rely upon or make any claim against OWNER, ENGINEER or any. of ENGINEER's Consultants with respect to: 4.2.2.1, the completeness of such reports and drawings for CONTRACTOR's purposes, including, but not limited to, any aspects of the means, methods, techniques, 'sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and progratns incident thereto, or 4.2 2.2. other data; interpretations, opinions and information contained in such reports or shown or indicated in such drawings, or 4.2.2.3. any CONTRACTOR interpretation'of or conclusion drawn from any "technical data or any such data, interpretations, opinions or information 4.2.3. Nofice of Differing Subsurface or Physical Conchlions., If CONTRAC.'T'OR believes that any subsurface or physical condition at or contiguous to the site that is uncovered or revealed either. 4.2i3.1. is of such a nature as to establish that any "technical data" on which CONTRACTOR is entitled to rely as provided in paragraphs 4.2. I and 4.2.2 is materially inaccurate, or 4.2.3.2. is of such a nature as to require 'a change in the, Contract Documents, or 4'2.3:3. differs materially from that shown or EXL)C OENEM CONDITIONS 1910-9 (1990 E(ition) wl CITY OF FORT COLLINS MOD117CATIONS (REV 4/2000) indicated. in the Contract Documents, or 4.2.3.4. is of an unusual nature., and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then CONTRACTOR shall, l immediately after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as permitted by )xtmgraph 6.23), notify OWNER .and ENGINEER to writing about such condition. CONTRACTOR shall not further disturb such conditions or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. 4.2.4. ENGMEER's Review: ENGINEER will promptly review the pertinent conditions, determine the necessity of OWNERs obtaining additional exploration or tests with respect thereto and advise OWNER ifi writing (with a copy to CONTRACTOR) of ENGINEER's findings and conclusions. 4.2.5. Possible Contract Documents Change: 1f ENGINEER concludes that :a change in the Contract Documents is required as a result of a condition that meets one or more of the categories in paragraph 4.2.3. a Work Change Directive or a Change.Order will be issued as provided in Article 10 to reflect and document the consequences of such change. 4.2.6. Possible Price and Times Ad'ustmentr: An equitable adjustment in the Contract' price or in the Contract Times, or both, will be allowed to the extent that the existence of such uncovered or revealed condition causes an increase or decrease in CONTRACTOR's cost of, or time required for performance of the Work; subject, however, to the following: 41.6.1. such condition must meet any one or more of the categories described in paragraphs 4.2.3.1 through 4.23.4, inclusive; 4.2.6.2. a change in the Contract Documents pursuant to paragraph 4.2.5 will not be an automatic authorization of nor a condition precedent to entitlement to any such adjustment; 4.2.6.3. with respect to Work that is -paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of paragraphs 9.10 and 11.9; and 4.2.6.4. CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Times if; 4.2.6.4.1. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in respect of Contract Price and Contmct Times by the submission of a bid or becoming bound under a negotiated contract; or 4.2.6.4.1 the existence of such condition could reasonably have been discovered_ or revealed as a result of any examination investigation; exploration; test or study of the site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for CONTRACTOR prior to CONTRACTOR's making such final commitment; or 4.2:6,4 3. CONTRACTOR failed to give the written notice within the time and as required by paragraph 4.2.3. If OWNER and CONTRACTOR are unable to agree on entitlement to or as to the amount or length of any such equitable adjustment in the Contract Price or Contract Times, a claim may be made therefor as provided in Articles 11 and 12. However, OWNER, ENGINEER and FNGiNEER's Consultants shall not be liable to CONTRACTOR for any, claims, costs, losses or damages sustained by'CONTRACTOR on or in connection with any other project or anticipated project 4.3, Physical Cenriltions--Underground Facilities. 4:3.1. .Shown or Indicate& The information and data, shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data. furnished to OWNER or ENGiEER by the owners of such Underground Facilities or by others. Unless, it is otherwise expressly provided in the Supplementary Conditions: 4.3.1.1. OWNER and ENGINEER shall not be responsible for the accuracy or completeness of any such information or data; and 4.3.1.2. The cost of all of the following will be included in the Contract Price and CONTRACTOR shall have full responsibility for: (),reviewing'and checking all such information and data, (ii) locating all Underground Facilities shown or indicated in the Contract Documents (iii) coordination of the Work with the owners of such Underground Facilities during construction; and '(iv) the safety and protection of all such Underground Facilities. as provided in paragraph 6.20 and repairing any damage thereto resulting from the Work. 4.3 2. Not Shown or ln&cated- If an Underground Facility is uncovered or revealed at or contiguous to the site which was. not shown or indicated in the Contract Documents. CONTRACTOR shall, promptly immediately after becoming aware thereof and beffore further disturbing conditions affected thereby or performing any Work in connection therewith (except, in an emergency as required by ,paragiaph6.23), identify the owner of such Underground Facility and MI)COENERAL CONDITIONS 1910-8 (IM Edition) wiCITY OF FORT COLLINS MODIFICATIONS ft-V,12000j give written notice to that owner and to OWNER and ENGINEER ENGINEER will promptly review the Underground Facility and determine the e..,dcnt, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence of the Underground Facility. If ENGINEER concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued as provided'in Article 10 to reflect and document such consequences. During such time, CONTRACTOR shall be responsible for the safety and protection of such Underground Facility as provided in pamgmph 6,20, CONTRACTOR shalt may be allowed an increase in the Contract Price or an extension of the Contract Times, or both,to the extent that they are attributable to the existence of any Underground Facility that was not shown or .indicated in the Contract Documents and that CONTRACTOR did not know of and could not reasonably have been expected to be aware of or to have anticipated. If OWNER and CONTRACTOR are, unable to agree on entitlement to or the amount or length of any such adjustment in Contract Price or Contmct 'Times, CONTRACTOR may make a claim therefor as provided in Articles I i and 12. However, OWNER, ENGINEER and ENGINEER's Consultants shall not be liable to CONTRACTOR -for any claims, costs, losses or damages incurTed or sustained by CONTRACTOR on or in connection with any other project or anticipated project.. Reference Points: 4.4. OWNER shall provide engineering .surveys to establish reference points for construction which in ENGINEER's judgment are necessary to enable CONTRACTOR to proceed with the Work. CONTRACTOR.shall be responsible for,laying out the Work, shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of OWNER. CONTRACTOR shall report to ENGINEER whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or, locations, and shall be responsible for the accurate replacement or relocation of such reference points by professionally qualified Personnel. 4S. Asbestos, PCBs, Petroleum, flauvdous Waste or Radioactive ,Material: 4.5.1. OWNER shall be responsible for any Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material uncovered or revealed at the site which was not shown or indicated in Drawings or Specificationsr or identified in the Contract Documents to be within the scope of the Work and which may present a substantial danger to persons or Property e.Kposed thereto in conmection with the Work at the site. OWNER shall not be responsible for any such materials brought to the site by CONTRACTOR, Subcontractors, Suppliers or anyone else for whom CONTRACTOR is responsible. such portions of the Project and temporary roadways or portions thereof as may be agreed upon between Contractor and City and authorities having jurisdiction over any properties involved. 2. PART 2 — MATERIALS Not used. PART 3 — EXECUTION Not used. PART 4 — MEASUREMENT & PAYMENT Not used. END OF SECTION SECTION 01770 - CLOSEOUT PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following: 1. Inspection procedures. 2. Warranties. 3. Final cleaning. B. Related Sections include the following: 1. Division 1 Section "Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data. 2. Division 1 Section 'Demonstration and Training" for requirements for instructing Owner's personnel. 3. Divisions 2 through 16 Sections for specific closeout and special cleaning requirements for the Work in those Sections. Page -13- Alt-2-60s�FFI�C�O1�sJtetl immediately-£� stop aU as i:equiFed by 1 after comfiFm such-notice-itt-wtitin�.—E1lltl�lFaR-shslhprompt{y cxmvult-with-ElYUF1�FEE1?-e@rx;�etnirig-the-necessity-fear 011rl�FGl�to-stain-a-qualitied-axpeFt-to-avaluata-sash notice based en a feasenable belief it is twmf�, or does not CC)AiT R�Gf 9R-doers-noE-agrar�•to-Fasuma-suoh-+v@FlE then T- act erg;Fee-asta•entrtlamant io•@Ftha-amawrtE0E+3xtartt+o�an the aithaFpaFty-may-ntala-a-claim-tharaftir-es-provi�iad-in portion-oP-the-Work-peffurin ©WFiEF�s-own. fercesor-othars•in-ascordartca-with-Article-"� Regulatir--AW1*FF3i-shall-indemnify-and-hold harmless GGN-FR-AGT-QR; SubcaAwtors: cifficars,—dirastors•—empbyaes�agents.—d.•L�r eonst+{tants-and-suboorarasiaffsrof-arch-ancl-eny-of own -negligence- FJCDC GENERAL CONDITIONS 1910.8 (1990 Edition) w/ CITY OF FORT COLLI NS MODIFICATIONS (AEv 412000) ARTICLE 5--FONDS AND IINSURANCE Performance, Payment and Other Bonds: 5.1. CONTRACTOR shall furnish Performance and Payment Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all CONTRACfOR's obligations under the Contract Docurtients. These Bonds shall remain in effect at least until one year after the date when final payment. becomes due, except as provided otherwise by Laws or Regulations or by the Contract Documents. CONTRACTOR shall also furnish such other Bonds as arc required bythc Supplementary Conditions. All Bonds shall be tn3he form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations and shall be executed by such sureties as are named in the current list of "Companies. Holding Certificates of Authority as Acceptable Sureties on Federal Bands and as Acceptable Reinsuring Companies" as published in Circular M (amended) by the Audit Statf Bureau of Government Financial Operations, U.S. Treasury Department All Bonds signed by an agent must be accompanied by a certified copy of such agent's authority to act. 5.2. If .the surety on any Bond furnished by CONTRACTOR 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 or it ceases to meet the requiremenis-of paragraph 5.1, CONTRACTOR shall within ten days thereafter substitute another Bond and surety, both orwhich must be acceptable to OWNER: 5.3: Licensed Sureties, and Insurers; Certificates of Insurance. 5.3.1. All Bonds and insurance required by the Contract Documents to be purchased and maintained by OWNER or CONTRACTOR shall be obtained from surety or insurance companies that are duly licensed or authori7xd in the jurisdiction in which the Project is located to issue Bonds or insurance policies for the limits and coverages so required Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 53.2. CONTRACTOR shall deliver to OWNER, With copies to each additional insured identified in the Supplementary Conditions; certificates of insurance (and other evidence- of insurance requested by OWNER or arty other additional insured) which CONTRACTOR is required to purchase and maintain in accordance with paragraph 5.4. OWNER -shall additioFal-iruured-identified-in-dte-Su emerttarjr CONTRACTOR's Liability Insurance: 5.4. CONTRACTOR shall purchase and maintain such liability and other insurance as isappropriate for the Work being performed and famished and as, will provide protection from claims set forth below which may arise out of or result from CONTRACTOR's performance and furnishing of the Work and CONTRACTOR's other obligations under the Contract Documents whether it is to be performed or furnished by CONTRACTOR,, any Subcontractor ,or Supplier, ,or by anyone directly or indirectly employed by any of them to perform or furnish any of the Work; or by anyone for whose acts any of them may be liable: 5.4.1. claims under workers' compensation, disability benefits and other similar employee benefit acts; 5.4:2, claims for damages because of bodilyy injury, occupational sickness or disease, or death of CONTRACTOR's employees; 5.4.3. claims for damages because of bodily injury; sickness.or disease, or death ofany person other than, CONTRACTORS employees; 5:44-claims-ftN-damagzs-insured-by-sustanary Ymen rnnrroar-rno of 00 by a ,..i..,� .. .... c.,� ., ©theHe sok 5.4.5. claims for damages, other than to the Work itselfi because of injury to. or destruction of tangible property wherever located, including loss of use resulting therefrom; and 5.4.6. claims for damages because of bodily injury or death of any person or property damage arising out -of the ownership, maintenance or use of any motor vehicle. The policies of insurance so required by this paragraph 5.4 to be purchased and maintained shall: 5.4.7. with respect to insurance required by paragraphs 5.4.3 through 5.4.6 inclusive and 5.4.9 include as additional insureds. (subject to any customary exclusion in respect of professional liability), OWNER, ENGINEER; ENGINEER's Consultants and any other persons or entities identified in the Supplementary Conditions. all of whom shall be listed as additional insureds~ and include coverage for the respective officers and employees of all such additional insureds; 5.4.8. include the specific cwvera es and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations whichever is greater, 5.4.9. include completed operations insurance; EXI)C GENl RAL CONDITI ONS 191" (1990 E(Etion) wl CITY OF FORT COLLINS MODIFICATIONS (RIY 4l2000) 5.4.10. include contractual liability insurance covering CONTR4CTOR's indemnity obligations under paragraphs 6.12, 6.16 and 6.31 through 6.33; 5.4.11, contain a provision or endorseritent.that the coverage afforded will not be cancelled, materially changed or renewal refused until at least thirty days' prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been `issued (and the certificates of insurance furnished by the CONTRACTOR pursuant to paragraph 5:3 2 will so provide); 5.4.12. remain in effect at least until final payment and at all times thereafter when CONTRACTOR ma be correcting, removing or replacing defective Work in accordance with paragraph 13.12' and 5.4.13. with respect to completed operations insurance, and any insurance coverage written on a claims -made basis, remain in effect for atleast two years after final payment (and CONTRACTOR shall furnish OWNER and each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued evidence satisfactory to OWNER and any such additional insured of continuation of such insurance at final payment and one year thereafter).. OIdNER's Liability Insurance: 5.5. 1n addition to insurance required to be provided by CONTRACTOR under paragraph 5.4, OWNER, at OWNER's option, may purchase and maintain at OWN13R's expense OWNER'S own liability insurance as will protect OWNER against claims which may arise from operations under the Contract Documents Aropertt+ Insurance: -5-.C3—Unles,9 otheFwise-provided-in-th"upplemzntary Eonditions.-0UK1VM-shall-purchase-and-maintain ='!ftfflfffini� 'm the Wpoe at the site in the ainban a-fall-raplacemrrtt-cost-tharao�(subjecG<-to-satsh deductible -amounts -as -may -be -provided-ir-the Supplementsry-C-ondifiotts-or-required-by-I sws-and Regul atl©11S,)—This =i nsUFa rice-shail' 3: 6:1—itioluda—the•--interests—of—O Wr�R entities-identified-irt-the-Supplants :ell' Pe"S is 11 eaeh•o€•whom-is-deemetl•to•have-art-insurable-irkerest and-sluilt-be-kistades-uit-insuFad-oF-addit�Eittsetrad; 3:G-?-be-written-on-a-6uiklct!s-liistr''all-Fisle�or is due fellecvirtg-perils: fve li ttnin& extended coveragb-theft-waridt►}ism-crier-ttielisiutis-ttiischiai ffi&Rl, demolition . i.....,...e ,...,, ..,...1. ,..1,,._ ...,_:1.. as _Ray be iked by the Supplementmy ions; 3:63-inelurle-e.�iper�es-imurrecl-in-the-repair-or replaGeme*of-any-insured-ppopertf (-including-bite not arehlteets); or -at -another kmtion-that-wes-agreed-tb iES writing by by IG R attd 's 6 c be .,f^aintained-in-effect--until-€wal-payment-is. cash-ether-eitierial issued 5-7IIIIIIIER !.,,I maintain sueh boiler e .as-may-be-required-by-the-.Supplementary-Crmditiots or etdeemedte }lave-atrinsurable-inte rest- and "I! be listed -as I-eies of ins�nee (and the eeftificates or maintn+rtaEl-by-E�W�iFR-in-aceordartee-witlrparagrephs?:G ix�verega-efforci,�cl-wilealled-o�material ly changed-or-ianawal-refusacl-until-a�least-thi>!ty-days'-prior written-notice-has-been-givrn-to-OVA4ER-and whom-a-aertifieate-ot=irzsurane�rhas-been-issued-and-will contain —waiver —provisions in,—aecordanee—with 5.9. OWNER shall not be responsible for purchasing and maintaining any property insurance to protect the interests of CONTRACTOR. Subcontractors or others in identified-ir-dw-tStippfementary-Gewitiotof sash-loss-end-i�eny-oF-them-wisltes-Property-iiisurettuw he AR eoverat,�withurthe--limits-oF-sesi�-amiwnls,-each-may ptuchnsirend-metntaut-it-aE-the-purchesersowrtaltpertsa. -10-1�60FfiFR-AGFOR-requests-irrwritir4g-that-other Change-9rd�r er Wfitten-Amendment. Prierto EJCDC GENERAL CONDMONS 1910-8 (1990 Editim) 10 nl/ CITY OF FORT COLLINS MODIFICATIONS (,REV 4/2000) commaneemartt_o�t}�orkal-the-site-4WAFER-sha}l-in 5:-1-I-f-01�FE}2 att�!-80AFFF�A�"FOl�intatcFthal-a8 t!t payab6under-any-policy-S issued, aga:n� EO�FFR�\PTO-.�. $ttbsontra6torss officers-direetor�ampbye�es-and-agents-o�anwu€ thant-€oF less due to business of-use-or-otlte�eo►+secluential-lass-extending beyond-direct-physical-loss-or--damage.-to arising oie€oi resulting fronrlire oFocleF peFil whether-or-not-irlsured-by GViNER and 5-1-! . �. ^_. lass -or -dam age-to-Eha-sompletad resvltuig-from-fire oFot}ter-ilsured pc�ii covered by- Finve durire—partial—utiltmtion—parsuant—tn paragaph-14-10,-after-veubstantiai-Eompletion pursuant4o-paregmph44-8-or after-fmtTayment recevaty-against a=Ot�FFFI2�GFa�subsaitmctots� Receipt andAppGcation oflnsxmnce Proceeds: 5.12. Any insured loss under the policies of insurance required by paragraphs 5.6. and 5.7 will be adjusted with OWNER and made payable to OWNER as fiduciary for the insureds. as their interests may appear, subject to the requirements of any applicable mortgage clause and of paragraph 5.13. OWNER shall deposit in a separate account any money so received, and shall distribute it in accordance with such agreement as the parties in interest may reach If no other special agreement is, reached the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof and the Work and the cost thereof covered by an appropriate Change Order or Written Amendment. 5.13. OWNER as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within fifteen days after the occurrence of loss to OWNER's exercise of this power. If such objection be, made, OWNER as fiduciary shall make settlement with the insurers in accordance with such agreement as the, parties in interest may reach. if no such agreement among the parties in interest is reached, OWNER as fiduciary shall adjust and settle the loss with the' insurers interest, OWNS as4 umaFy 0-4 Acceptance of Bonds and Insurance; Option to Replace: 5.14. If OWNER has ,any objection to the coverage, afforded by or other provisions of the Bends -of insurance required to be purchased and maintained by the CONTRACTOR in accordance with Article 5 on the basis of nonconformance with the Contract Documents, the *ectinwparty-shall scrnoti6- other -party OWNER will notify CONTRACTOR in writing within left fi ie n days after receipt delivery of the certificates (or-other-evidenee requested) to OWNER as required by paragraph 2.7. other-such-additional-information-in-raspast-o�insuransa provided-asp-the-other;may-�aasonably-request—If-aitheF pa ny-Floes-net-purchase-or-mainiaat-all-oFtha-Bonds-and Partial Utilization -Property Insurance: 5.15. If OWNER finds it necessary to occupy or use a portion or portions of the Work prior to Substantial EJCDC GENERAL CONDITI ON81910-8 (19" E(fition) w! CITY OF FORT COLLINS MODIFICATIONS -(REV d/2000) Completion of all the Work, such use, or occupancy may be accomplished in accordance with panigraph 14.111; provided that no such use or occupancy shall commence before the insurers providing the property insurance have acknowledged notice thereof and in writing effected any changes in coverage, necessitated thereby. The insurers providing the property insurance shall consent by endorsement on .the policy or policies, but the property insurance shall not be cancelled or permitted to lapse on account of any such partial use or occupancy, ARTICLE. 6-CONTRACTOR'S RESPONSIBILITIES Superiision and.Superintendence: 6.1. CONTRACTOR shall supervise .inspect and direct the Work, competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents: CONTRACTOR shall be solely responsible for the means; methods, techniques, sequences and procedures of construction, but CONTRACTOR shall not be responsible for the negligence of others in the design or specification of a specific means, method, technique, sequence or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. CONTRACTOR shall be responsible to see that the completed Work complies accurately with the Contract Documents. 6.2. CONTRACTOR sKall keep on the Work at all, times during its progress a competent resident superintendent, who shall not be replaced without written notice to OWNER and ENGINEER except under extraordinary circumstances. The superintendent will be CONTRACTOR's representative at the -site and shall have authority to act on behalf of CONTRACTOR All communications to the superintendent shall be as binding as if given to CONTRACTOR Labgr, ,Materials and Equipment, 6:3. CONTRACTOR shall provide competent, suitably qualified personnel to survey; lay out and construct the Work as, required by the Contract Documents. CONTRACTOR shall at all times maintain good disci line and order at the site. Except as otherwise required for the safety or protection of persons or the Work or property at the site. or adjacent thereto. and except as otherwise, indicated in the Contract Documents, all Work at the site shall be performed during regular working hours and CONTRACTOR will not permit overtime work or the performance of Work on Saturday, Sunday or any legal holiday without OWNER's written eonsent.given after prior written notice to ENGINEER. CONTRACTOR shall submit requests to the ENGINEER no less than 48 hours in advance of any Work to be performed on Saturday. Sunday, Holidays or outside the Regular Working Hours. 6:4. Unless otherwise specified in the General contains or is followed by words reading that no like, Requirements, CONTRACTOR shall furnish and assume equivalent or "err -equal" item or no substitution is full respomibility for all materials, equipment, labor, permitted, other items of material or equipment or transportation, construction equipment and machinery, maternal or equipment of other Suppliers may be tools, appliances, fuel, power, light, heat, telephone, water, accepted by ENGINEER under the following sanitary facilities, ternpa ' facilities and all other circumstances: facilities and incidentals necessary for the furnishing, performance, testing, start-up and completion of the Work. 6.7.1.1. "Or -Equal" If in ENGINEER's sole discretion an item of material or equipment 6A.1. Purchasint; Restrictions: CONTRACTOR proposed by CONTRACTOR is functionally must comply with the City's purchasing restrictions. A equal to that named and sufficiently similar so that copy of the resolutions are available for review in the no change in related Work will be required, it may offices of the purchasing and Risk Management be considered by ENGINEER as an "or al" Division or the City Clerk's office. item, in which case review and approval of the proposed item may; in ENGINEER's sole 6,4:2. Cement Restrictions: City of Fort Collins discretion be accomplished without compliance Resolution 91-121 requires that suppliers and producers with, some or all of the requirements for of cemcnt or products containing cement to certify that acceptance of proposed substitute items, the cement was riot mark in cement kilns that bum 6.7.1.2. Substitute Items: If in ENGIlVEER's sole hazardous waste as a fuel. discretion an item of material or equipment proposed by CONTRACTOR does not qualify as 6.5. All materials and equipment shall be of good an "or -equal" item under subparagraph 6.7.1.1, it quality and new, except as otherwise provided in the will be considered a proposed substitute item. Contract Documents. All warranties and guarantees CONTRACTOR shall submit sufficient specifically called for by the Specifications shall expressly information 'as provided below to allow run to the benefit of OWNER if required by ENGINEER, ENGTVEER to determine that the itein of material CONTRACTOR shall furnish satisfactory evidence or equipment proposed is essentially equivalent to (including reports of required tests) as to the kind and that named and an acceptable substitute therefor. quality of materials and equipment All materials .and The procedure for review by the ENGINEER will equipment shall be applied, installed, connected, erected, accordance include the following as supplemented in the Requirements used, cleaned and conditioned in with General and as ENGINEER may instructions of the applicable Supplier, except as otherwise decide is appropriate under the circumstances: provided in the Contract Documents. Requests for review of proposed substitute items of material or equipment will not be accepted by Progress Schedule. EN61NEER from anyone other than CONTRACTOR. If CONTRACTOR wishes to 6.6. CONTRACTOR shall adlicre to the progress furnish or use a substitute item of material or schedule established in accordance with paragraph 2.9 as it equipment. CONTRACTOR shall first make may be adjusted from time to time as provided below: written application to ENGINEER for acceptance thereof, certifying that the proposed substitute will 6.6.1. CONTRACTOR shall submit to ENGINEER perform adequately the functions and achieve the for acceptance (to the extent indicated in results called for by the general design; be similar paragraph 2.9) proposed adjustments in the progress in substance to that specified and be suited to the schedule that will not change the Contract Times (or same use as that specified The application will Milestones). Such adjustments will conform generally state the extent, if any, to which the evaluation to the progress schedule then.in effect and additionally and acceptance of the proposed substitute will will comply with any provisions of the General prejudice CONTRACTOR's achievement of Requirements applicable thereto. Substantial Completion on time, whether or not acceptance of the substitute for use in the Work 6.6.2. Proposed adjustments in the progress schedule will require a change in any of the Contract that will, change the Cointract Times (or Mlestones) Documents (or in the provisions of any other shall be submitted in accordance with the requirements direct contract with OWNER for work on the of paragraph 12.1. Such adjustments may only be Project) to adapt the desitm to the proposed made'by a Change Order or Written Amendment in substitute and whether or not incorporation or use accordance with Article 12. of the substitute in connection with the Work is subject to payment .of any license fee or royalty. 6.7. Substitutes, and "Or -Equal" Items: All variation's of the proposedsubstitute from that specified will be identified in the application and 6.7.1. Whenever an item of material or equipment is available maintenance, repair and replacement specified or described in the Contract Documents by service will be indicated. The application will using the name of a proprietary item or the name of a also contain an itemized estimate of all costs or particular Supplier, the specification or description is credits that will result directly or indirectly from untended to establish the type, function and quality acceptance of such substitute. including costs of required Unless the specification or description redesign and claims of other contractors affected WCDC GENERAL CONDITIONS 1910-8 (1990 Edition) W/ CITY OF FORT COLLINS MODIFICATIONS (REV U1000) by the resulting change, all of which will be considered by ENGINEER in evaluating the proposed substitute. ENGINEER may require CONTRACTOR to furnish additional data about the proposed substitute. 6.7.1.3: CONMCTOR's -Expense: All data to be provided by CONTRACTOR in support of any proposed "or -equal" or substitute item will be at CONTRACTOR's expense. 6.7.2. Siibstihrte Constnretion Methods or Procedures If a specific means, method, technique, sequence or procedure, of construction is shown or indicated in and expressly required by the Contract, Documents, CONTRACTOR may furnish or utilize a substitute means, method, technique, sequence or procedure of construction acceptable to ENGINEER. CONTRACTOR shall submit sufficient information to allow ENGINEER, in ENGINEER's :sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The procedure for review by ENGINEER will be similar to that provided insubparagraph 6.7.1.2. 6.7.3. Engi»ee✓.s Evakration: ENGINEER will be allowed a reasonable time within which. to evaluate each proposal or submittal made pursuant to paragraphs 6.7.1.2 and 6.7.2. ENGINEER will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized without ENGINEER's prior written acceptance which will be evidenced by either a Change Order or an approved Shop [hawing. OWNER may require CONTRACTOR to furnish at CONTRACTOR' expense a special performance guarantee or other surety with respect to ;any ''or -equal" or substitute. ENGINEER will record time required by ENGINEER and ENGINEER's Consultants in evaluating- substitutes proposed or submitted by CONTRACTOR pursuant to paragraphs 6.7.1.2 and 6.7.2 and in making changes in the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) occasioned thereby. Whether or not ENGINEER accepts a'substitute item so proposed or submitted by CONTRACTOR; CONTRACTOR shall reimburse OWNER for the charges of ENGINEER and ENGINEER's Consultants for evaluating each such proposed substitute item. 6_8. Concerning Subcontractors, Suppliers and Others. 6:8.1, CONTRACTOR shall not employ any Subcontractor, Supplier or other person or organization (including those acceptable to OWNER and ENGINEER asdndicated in paragraph 6.8.2), whether initially or as a substitute, against whom OWNER or ENGINEER may have reasonable objection. CONTRACTOR shall not be required to employ any Subcontractor, Supplier or other person or organization to furnish or perform any of the Work against whom CONTRACTOR has reasonable, objection. E.JCDC GENERAL CONDITIONS 19105 (1990 E(fition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) 6.9. CONTRACTOR shall perform riot less than 20 percentof the Work with its own forces (that is without. subcontractirtgl. The 20 percent requirement shall be understood to refer to the Work the value of which totals not less than 20 percent of the Contract Price. 6.8.2. It=the-Supplatnentary-Goncliticxis Bidding Documents require the identity of certain Subcontractors, Suppliers or other persons or organizations (including those who. are to furnish the principal items of materials or equipment) to be submitted to OWNER in-advance-of-the-speoified date prior to the Effective Date of the Agreement for acceptance by OWNER and ENGINEER an" 00?4RAP-TOR has submitted a list theFeef in aceefdanee with the Supplementary Genditiens, OWNER's or ENGINEER's acceptance (either in writing or by failing to make;written objection thereto by the date indicated for acceptance or objection in the bidding documents or the Contract Documents) of ttn}Fsuch-Subcontrnctor, Supplie-. v' ,�F Et on-er pep INGINEER. No acceptance by OWNER or ENGINEER of any such Subcontractor, Supplier or other person or organization shall constitute a waiver of any right of OWNER or ENGINEER to reject defective Work. 6.9.1. CONTRACTOR shall be fully responsible to OWNER and ENGINEER for all acts and omissions of the Subcontractors, Suppliers and other persons and organizations performing or furnishing any of the Work under a direct of indirect contract With CONTRACTOR just as CONTRACTOR is responsible. for CONTRACTOR's own acts and omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier or otherperson or organization any contractual relationship between OWNER or ENGINEER and any such Subcontractor, Supplier or other person or organization, nor shall it create any obligation on the pan of OWNER or ENGINEER to pay or to see to the payment of any moneys due any such Subcontractor, Supplier or other person or organization except as may otherwise be required by Laws and Regulations. OWNER or ENGINEER may furnish to any subcontractor, supplier or other. person or organization evidence of amounts paid to CON1'RACfOR in accordance with CONTRACTOR'S "Applications for Payment". 6.9.2. CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers and other persons -and organizations performing or furnishing any of the Work under a direct or indirect contract with - CONTRACTOR. CONTRACTOR shall require all Subcontractors, Suppliers and such other persons and organizations performing or furnishing any of the Work to communicate with the ENGINEER through CONTRACTOR. 6.10. The divisions and sections of the Specifications and the identifications of any Drawings shall not control CONTRACTOR in dividing the Work among; Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. 6.11, All Work performed for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor or Supplier which specifically binds the. Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of OWNER and ENGINEER. Patent Fees and Royalties: 6.12. CONTRACTOR shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product or device which is the subjeetof patent rights or copyrights held by others. If a particular invention; design, process, product or device is specified in the Contract Documents for use in the performance of the Work -,and if to the actual knowledge of OWNER or ENGINEER its use is subject to patent rights or copyrights calling for the payment of arty license fee or royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents. To the fullest extent permitted by Laws and Regulations. CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages arising out of or resulting from any infringement of patent fights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product or device not specified in the Contract Documents. WCDC OENT AL CONDITIONS 1910-8 (1990 E(ition) 14 w! CITY OF FORT COLLINS XIODIIICATTONS (REV 411000) Permits: 6.13. Unless otherwise provided in the Supplementary Conditions• CONTRACTOR shall obtain and pay for all construction permits and licenses: OWNER shall assist CONTRACTOR, when necessary, in obtaining such permits and licenses. CONTRACTOR shall pay all governmental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. CONTRACTOR shall pay all charges of utility owners for connections to ,the Work, and OWNER shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees, 6.14. Laws and Regulations. 6.14.1. CONTRACTOR shall give all notices and comply with all Laws and Regulations applicable to f"shirg and performance of the Work: Except where otherwise expressly required by applicable Laws and Regulations, neither OWNER nor ENGINEER shall be responsible for monitoring CONTRACTOR's compliance with any Laws or Regulations. 6.14.2. If CONTRACTOR pertbrms any Work knowing or having reason to know that it is contrary to laws or Regulations, CONTRACTOR shall bear all claims, costs; losses and damages caused by, arising out of or resulting therefrom; however, it shall not be CONTRACTORs primary responsibility to make certain that the -Specifications and Drawings are in accordance with Laws and Regulations, but this shall not. relieve CONTRACTOR of CONTRACTOR•s obligations under paragraph 3.3.2. Taxes: 6.15. CONTRACTOR shall pay all sales, consumer, use and other similar tares required to be paid by CONTRACTOR in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. 6.15,1. OWNER is exempt from Colorado State and local sales and use takes on materials to be permanently incorporated into the Iggiect. Said taxes shall not be included in the Contract Price. CONTRACTOR must apply for, and receive, a Certificate of Exemption from the Colorado Department of Revenue for construction materials to be sically incorporated into the project. This Certification of Exemption provides that the CONTRACTOR shall neither pry nor include in his Bid. -Sales and Use Taxes on those building and construction materials physically incorporated into the project. Address: Colorado Department of Revenue State Capital Annex 1375 Sherman Street Denver, Colorado, 80261 Sales and Use Taxes for the State of Colorado Regional Transportation District (RTD) and certain Colorado counties are 661lected by the State of Colorado and are included in the Certification of Exemption. All applicable Sales and Use Taxes (including State collected taxes), on any items other than construction and buildirg materials physically incorporated into the proiect are to be paid by CONTRACTOR and are to be included in appropriate bid items. Use of Premises: 6.16. CONTRACTOR shall confine construction equipment, the storage of'materials and equipment and the operatiorm of workers to the site and land and areas identified in and permitted by the Contract Documents and other land and areas permitted by Laws and Regulations, rights -of -way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. CONTRACTOR shall assume full responsibility for any damage td any such land or area, or to the owner or occupant thereof or of any adjacent land or areas; resulting from the performance of the Work. Should any claim be made by any such owner or occupant because of the performance of the Work, CONTRACTOR shall promptly settle With such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. CONTRACTOR shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless .OWNER, ENGINEER ENGINEER's Consultant and anyone directly or indirectly employed by any of them from and against all claims, costs, losses and damages arising out of or resulting from any claim or action, legal or equitable, brought by any such owner or occupant against OWNER, ENGINEER or any other party indemnified hereunder to the extent caused by or based uponCONTRACTOR's performance of the Work. 6.17. During the progress of the Work, CONTRACTOR shall keep the premises tree from accumulations of waste materials, rubbish and other debris resulting from the Work. At the completion of the Work CONTRACTOR shall remove all waste materials; rubbish and debris from and about the premises as well as all tools, appliances, construction equipment and machinery and surplus materials. CONTRACTOR shall leave the site clean and ready for occupancy by OWNER at Substantial Completion of the Work. CONTRACTOR shall restore to original condition all property not designated for alteration by the Contract Documents. 6.18. CONTRACTOR shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. Record Documents.• EJCDCGENEM CONDMONS 1910-8 (1990 E(ition) a/ CITY OF FORT COLLI M MODIFICAMNS (REV 4/2000) 6.19. CONTRACTOR shall maintain in a safe place at the site one record copy of all Drawings, Specifications; Addenda Written Amendments; Change Orders, Work Change Directives, Field Orders and written interpretations and clarifications (issued pursuant to paragraph 9A) in good order and annotated to show all changes made during construction These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to ENGINEER for reference. Upon completion of the Work, and prior to. release of final payment, these record documents. Samples and Shop Drawings will be delivered to ENGINEER for OWNER. Safety and Protection: 6:20. CONTRACTOR shall be responsible for initiating maintaining and supervising all safety precautions and programs in connection with the Work. CONTRACTOR shall take all necessary precautions for the safety oC and shall -provide the necessary protection to prevent damage, injury or loss to: 6.20.1. all persons on the Work site or who may be affected by the Work; 6.20.2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the site: and 6.20.3. other property at the site.or adjacent thereto, including trees, shrubs, lawns, walks, pavements; roadways, structures, utilities and Underground Facilities not designated for removal, relocation or replacement inthe course of construction. CONTRACTOR shall comply with all applicable Laws and Regulations of any public body having jurisdiction for safety of persons or property or to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR shall notify owners of adjacent property and of Underground facilities and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property. All damage, injury or loss to any property referred to in paragraphs 6.20.2 or 6.20.3 caused, directly or indirectly, in whole or in part, by CONTRACTOR, any Subcontractor, Supplier or any other person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of OWNER or ENGINEER.or ENGINEER's Consultant or anyone. employed by any of them or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part to the fault or negligence of CONTRACTOR or any Subcontractor, Supplier or other person or organization directly or indirectly employed by any of them). CONTRACTOR's duties and responsibilities for the safety and protection of the Work shall continue until such time as all the Work is completed and ENGINEER has issued a notice to OWNER and CONTRACTOR in accordance with paragraph 14.13 that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.21. Safety Representative. - CONTRACTOR shall designate a qualified and experienced safety representative at the site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. Hazard Communication Programs: 6:22. CONTRACTOR shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available toor exchanged, between or among employers at the site in accordance with Laws or Regulations. Emergencies 613. ineemergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, CONTRACTOR, without special instruction or authorization from OWNER or ENGINEER, is obligated to act to prevent threatened damage, injury or loss. CONTRACTOR shall give ENGINEER prompt written notice if CONTRACTOR believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If ENGINEER determines that a change in the Contract Documents is required because of the action taken by CONTRACTOR in response to such an emergency, a Work: Change Directive or Change Order will be issued to document the consequences of such action 6.24, Shop Drawings and Samples: 6.24.1. CONTRACTOR shall submit Shop Drawings to ENGINEER for review and approval in accordance with the accepted schedule of Shop Drawings and Sample submittals (see paragraph 2.9). All submittals will be identified as ENGINEER may require and in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design.criteria, materials and similar data to show ENGINEER the materials and equipment CONTRACTOR proposes to provide and to enable ENGINEER to review the information for the limited purposes required by paragraph 6.26. 6.24.2. CONTRACTOR shall also submit Samples 4o ENGINEER for review and approval in accordance with said accepted schedule of Shop Drawings and Sample submittals. Each Sample will be identified clearly as to material, Supplier, pertinent data such,as catalog numbers and the use for which intended and otherwise as ENGINEER may require to enable ENGINEER to review the submittal for the limited EXE)COhNERAUCONDITIONS 1910-9 (1990 Edition) 16 w! CITY OF PORT COLLINS MODIFICATIONS (REV 4T2000) purposes required by paragraph 6.26. The numbers of each Sample to be submitted will be as specified in the Specifications. 6.25. Submittal Procedures. 6.25.1. Before submitting each Shop Drawing or Sample, CONTRACTOR shall have determined and verified: 6.25.1.1. all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect thereto, 6.25.1.2. all materials with respect to intended use, fabrication, shipping, handling, storage, assembly and installation pertaining to the performance.of the Work, and 6.25.1.3. all information relative to COiINTRACTOR's sole responsibilities in respect of means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto, CONTRACTOR shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents. 6.25.2. Each submittal will bear a stamp or specific written indication that CONTRACTOR has satisfied CONTRACTOR's obligations tinder the Contract Documents with respect to CONTRACfOR's review and approval of that submittal 6.25.3. At the time of each submission, CONTRACTOR shall give ENGINEER specific written notice of such variations, if any, that the Shop Drawing or Sample submitted may have from the requirements of the Contract Documents, such notice to be in a written communication separate from the submittal; and, in addition, shall (muse a specific notation to be made on each Shop Drawing and Sample submitted to ENGINEER for review and approval of each such variation 6,26 ENGINEER will review and approve Shop Drawings and Samples in accordance with the schedule of Shop Drawings and Sample submittals accepted by ENGINEER as required by paragraph 2.9. ENGINEER's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible. with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER's review and approval will not extend to means, methods, techniques, sequences or procedures of construction (except where a particular means, method, technique, sequence or procedure of constriction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not'indicate approval of the assembly in which the item functions. CONTRACTOR shall make corrections required by ENGINEER and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. CONTRACTOR shall directspecificattention in writing to revisions other than the corrections called for by ENGINEER on previous submittals. 6.27, ENGiNEER's review and approval of Shop Drawings or Samples shall not relieve CONTRACTOR from responsibility for any variation from the requirements of the Contract Documents unless CONTRACTOR, has in writing called ENGINEER's attention to each such variation at the time of submission as required by paragraph 6.25.3 and ENGINEER has given written approval of each such variation by a specific written, notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by ENGINEER relieve CONTRACTOR from responsibility for complying with the requirements of paragraph 6.25.1. 6.28. Where a Shop Drawing or Sample is required by the Contract Documents or. the schedule of Shop Drawing and Sample submissions accepted by ENGINEER as required by paragraph 2.9. any related Work performed prior to ENGiNEER's review and approval of the pertinent aihmiftaJ will be at the sole expense and responsibility of CONTRACTOR. Continuing the Work: 6.29. CONTRACTOR shall cam on the Work and adhere to the progress schedule during all disputes or disagreements with OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by paragraph 15.5 or as OWNER and CONTRACTOR may otherwise agree in writing. 6.30. CONMICTOR's General R%arranty and Guarantee: 6.30.1..CONTRACTOR warrants and guarantees to OWNER, ENGINEER and ENGINEERS Consultants that all Work will be in accordance with the Contract Documents and will notbe defeetfye. CONTRACTOR's warranty and guarantee Hereunder excludes defects or damage caused by: 6.30.1.1. abuse, modification or improper maintenance or operation by persons other than CONTRACTOR, Subcontractors or Suppliers; or 6.30.1.2. normal wear and tear under normal usage. 6.30.2; CONTRACTOR's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in EJCDC GENERAL CONDITIONS 19104 (1990 Echtim) w? CITY OF FORT COLLINS MODIFICATIONS (REV A2000) accordance with the Contract Documents or a release of CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents: 6.30.2.1. observations by ENGINEER; 6.30.2.2. recommendation of any progress or final payment by ENGINEER; 6:30.2.3. the issuance of a certificate of Substantial Completion or any payment by OWNER to CONTRACTOR under the Contract Documents; 6.30.2.4. use or occupancy of the Work or any part thereof by OWNER; 6.30.2.5, any acceptance by OWNER or any failure to do so; 6.30.2.6r any review and approval of a Shop Drawing or: Semple submittal or the issuance of s notice of acceptability by ENGINEER pursuant to paragraph 14.13; 6.30.2.7, any inspection, test or approval by others; or 6.30.2.8. any correction of ckfective Work by OWNER. lndetunification: 6.31. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER,Ni GE -JEER ENGINEER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages (including, but not limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs) caused by, arising out of or resulting from the performance of the Work, provided that any such claim, cost; lass or damage: (i) is attributable to bodily injury, sickness, disease or death, or to injury to_ or destruction of dirigible property (other than the Work itself), including the loss of use resulting therefrom, and (ii) is caused in whole or in part by any negligent act or omission of'CONTRACTOR, any Subcontractor, any Supplier, any person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Laws and Regulations regardless of the negligence of any such person or entity. 6.32. In arty and all claims against OWNER or ENGINEER or any of their respective consultants, agents, officers, directors .or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR, any Subcontractor, any Supplier, any person or organization directly or indirectly employed by 1.3 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request. 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. 2. Advise Owner's Representative of pending insurance changeover requirements. 3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. 4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Deliver tools, spare parts, extra materials, and similar items to location designated by these specifications. Label with Manufacturer's name and model number where applicable. 6. Complete startup testing of systems. 7. Submit test/adjust/balance records. 8. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. 9. Complete final cleaning requirements. B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Owner's Representative will either proceed with inspection or notify Contractor of unfulfilled requirements. Owner's Representative will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Owner's Representative that must be completed or corrected before certificate will be issued. 1. Re -inspection: Request re -inspection when the Work identified in previous inspections as incomplete is completed or corrected. 2. Results of completed inspection will form the basis of requirements for Final Completion. 1.4 FINAL COMPLETION A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following: 1. Submit a final Application for Payment. 2. Submit certified copy of Owner's Representative Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Owner's Representative. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 3. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 4. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. Page-14- any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, the indemnification obligation under paragraph 6.31 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for CONTRACTOR or any such Subcontractor, Supplier or other person or organization under workers! compensation acts, disability benefit acts or other employee benefitacts. 6.33. The indemnification obligations of CONTRACTOR under paragraph6.31 shall not extend to the liability of ENGINEER and ENGINEER's Consultants, officers, directors, employees or agents caused by the professional negligence, errors or omissions of any of them. Sum*al ofObGgationr 6.34, All representations, indemnifications, wairanties and guarantees made in required by -or given inaccordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion and acceptance, of the Work and termination or completion of the Agreement. ARTICLE 7--OTHER WORK Related Work at Site: 7.1. OWNER may perform other work related to the Project at the site by OWNER' own forces, or let other direct contracts therefor which shall contain General Conditions similar to these, or have other work performed by utility owners. If the fact that such other work is to be performed was not noted in the Contract Documents, then: (i)-written notice thereof will be given to CONTRACTOR prior to starting any such other work and (u) CONTRACTOR may make a claim therefor as provided in Articles I 1 and,12 if CONTRACTOR believes that such performance will involve additional expense to CONTRACTOR.or requires additional time arid the parties are unable to agree as to the amount or extent thereof. 7:2. CONTRACTOR shall afford each other contractor who is a parry to such a direct contract and each utility owner (and OWNER, if OWNER is performing the additional work with OWNER's employees) proper and safe access to the site and a reasonable opportunity for the introduction and -storage of materials and equipment and the execution of such other work and shall properly connect and coordinate the Work with theirs Unless otherwise provided in the Contract Documents. CONTRACTOR shall do all cutting, fitting and patching of the. Work that may be required to make its several parts come together properly and integrate with such other work. CONTRACTOR shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of ENGINEER and the others whose work will be affected. The duties andsesponsibilities of CONTRACIOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable 18 EJCDCOENERAL CONDMONS 1910-8 (1990 Edition) ad CITY OF FORT COLLINS MODIFICATIONS (REV 412000) provisions for the benefit of CONTRACTOR in &aid direct contracts between -OWNER and such utility owners and other contractors. 7.3. If the proper execution or results of any part of CONTRACTOR's Work depends upon work performed by others under this Article 7, CONTRACTOR shall inspect such other work and promptly report to ENGINEER in writing any delays, defects or deficiencies in such.other work that render it unavailable or unsuitable for the proper execution and results of CONTRACTOWs Work CONTRACTOR's failure so to report will constitute an acceptance of such other work as tit and proper for integration with CONTRACTOR's Work except for latent or nonapparent.defects and deficiencies in such other work. Coorrffnadon: 7.4. if OWNER contracts with others for the performance of other work on the Project at the site, the following will be set forth in Supplementary Conditions: 7.4.1. the person, firm or corporation who will have authority and responsibility for coordination of the activities, among the various prime -contractors will be identified;. 7.4.2. the specific matters to be covered by such authority and responsibility will be itemized; and 7.4.3. the extent of such authority and responsibilities will be provided. Unless otherwise provided in the Supplementary Conditions, OWNER shall have sole authority and responsibility in respect of such coordination, ARTICLE 8-OWNER'S RESPONSIBILITIES 8.1. Except as otherwise provided in these General Condition-, OWNER shall issue all communications to CONTRACTOR through ENGINEER. 8.2. In case of termination of the .employment of ENGINEER, OWNER shall appoint an engineer against whom-GON-TRAGTOR-makes-no-reasarmble-obje ctiorp whose status under the Contract Documents shall be that of the former ENGINEER 83. OWNER shall furnish the data required of OWNER under the Contract Documents promptly. and shall make payments to CONTRACTOR promptly when they are due as provided in paragraphs 14.4. and 14.13. 8.4. OWNER's duties in respect of providing lands and easements and Providing engineering surveys to establish reference points are set forth in paragraphs 4.l and 4.4. Paragraph4.2 refers to OWNER's identifying and making available to CONTRACTOR copies of reports of explorations and tests of subsurface conditions at the site and drawings of physical conditions in existing structures, at or contiguous to.the site that have been utilized by ENGINEER in preparing the Contract Documents. forth-in•paragraphs-5-5-througkt-> 10: 8.6. OWNER is obligated to execute Change Orders as indicated in paragraph 10.4. 8.7. OWNERs responsibility in respect of certain inspections, tests and approvals is set forth in paragraph 13.4, S.S. In connection with OWNER's right to stop Work -.or suspend Work, sec pa mgrapphs 13.10 and 15.1. Paragraph 152 deals with OWNER's right to terminate services of CONTRACTOR under certain circumstances. 8.9. The .OWNER shall not supervise, direct or have control or authority over, nor be responsible for. CONTRAarOR's means; methods, techniques; sequences or procedures of construction or the :safety precautions and ,programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. OWNER will not he responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. Asbestes—pEBs; Patreleum, kfevsrclees—Wester Radioetet{v revealed at the --sit" 11. if and to the extent 03X?�R Coisq%NG -tom ..Shl; _ r , I etTt arrangamenls-have—bc�t—mach--te—satisf}�-4L�l�tI�s responsibility-in-respect-therao�will-be-as-set-forth-irt-the St+pplamantary-6ondt4ioits- ARTICLE 9-F..NGiNEFR'S STATUS DURiNG CONSMUCTION 0417VER's Representative: 9.1. ENGINEER will be OWNER's representative during the construction period. The duties and responsibilities and the limitations of authority of ENGINEER as OWNER's representative during construction are set forth in the Contract Documents and shall not be extended without written consent of OWNER and ENGINEER 1,14& to Site: 9.2. ENGINEER will make visits to the site at intervals appropriate to the various stages of construction as ENGIlVEER deems necessary in order to observe as an experienced and qualified design professional the progress EJCDCOENERAL CONDITIONS 1910-8 (1990 E(Btion) H/ CITY OF FORT COLLINS MODIFICATIONS (REV,12000) that has been made and the quality of -the various aspects of CONTRACTOR's executed Work. Based on information obtained during such visits and observations, ENGINEER will endeavor for the benefit of OWNER to determine, in general, if the Work isproceeding in accordance with the Contract Dooumetits. ENGINEER will not be required to make exhaustive or continuous on - site inspections to check the quality or quantity of the Work. ENGINEER's efforts will be directed toward providing for OWNER a Neater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and on - kite observations, ENGINEER will keep OWNER informed of the progress of the Work and will endeavor to guard OWNER against defective. Work. ENGiNEER's visits and on -site observations are subject to all the limitations on ENGfNEER's authority and responsibility set forth in paragraph 9.13, and particularly, but without limitation, during or as a result of ENGINEER's on -site visits or observations of CONTRACTOR's Work ENGINEER will not supervise, direct. control or have authority over or be responsible for .CONTRACTOR'S means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for. any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. Project Representative: 9.3. If OWNER and ENGINEER agree, ENGINEER will furnish a Resident Project Representative to assist ENGINEER in providing more, continuous observation of the Work. The responsibilities and authority and limitations thereon of any such Resident Project Representative and assistants will be as provided in paragraphs 9.3 and 9.13 and in OW Supple Conditions of these .General Conditions. If OWNER designates another representative or agent to represent OWNER at the site who is not ENGINEER's Consultant, agent or employee, the responsibilities and authority and limitations thereon of such other person will be as provided in the t+�-Eesti#ikir s p11mgraph 9.3 of these General Conditions f the ENGINEER furnishes a Resident Project Representative WR) or other assistants, or if the OWNER designates a Representative of agent, all as provided in paragraph 9.3 of the General Conditions. these Representatives shall have the authority and limitations as provided inragraph 9.13 of Itie General Conditions and shall be subject to the following: 9.3.1. The Representative's dealings in matters pertaining to the on -site work will in general, be with the ENGINEER and CONTRACTOR But the Representative will keep the OWNER fro early advised about such matters. The Representative's dealings with subcontractors will only be through or with the full knowledge and approval of the CONTRACTOR 9.3.2. Duties and Responsibilities. Representative will: 9.3.2.1. Schedules - Review the progress 19. schedule .and other schedules prepared by the CONTRACTOR and consult with the ENG iNEER concerning acceptability. 9.3.2.2. Conferenccs and Meeting - Attend meeting with the CONTRACTOR such as preconstruction conferences, gcrogress meetings and other job conferences and prepare and circulate copies of minutes of meetings. 9.3.2.3. Liaison 9.3 2.3.1. Serve as ENGINEERS liaison with CONTRACTOR working principally through CONTRACTOR'S superintendent to assist the CONTRACTOR in undcrstandine the Contract Documents. 9:3.2.3.2. Assist in obtaining from OWNER additional details or information, when. required, for [roper execution of the Work. 9:3.2.3.3. Advise the ENG NEFR and CONTRACTOR of the commencement of any Work requiring a Sho�Drawing or santple submission if the submission has not been approved by the ENGINEER 9.3.2A.Review of Work. Rejection of Defective Work, infections and Testa - 9.3.2.4.1. Conduct on -site, observations of the Work in progress to assist the ENGINEER in determining that the Work is:proeoeding in accordance with the Contract Documents. 9.3.2.43. Accompany visiting, inspectors representing public or other agencies having jurisdiction over the Project, record the results of these igWZtions and report to the ENGINEER 9.3.2'.5. Interpretation of Contract Documents. Report to ENGINEER when clarifications and interpretations of the Contract Documents are needed and transmit to CONTRACTOR clarification and interpretation of the Contract Documents as issued by the WfBIAW—A TS 9.3.2.6. Modifications. Consider and evaluate CONTRACTOR'S susgestions for EJCDC GFNERAL CONDITIONS 1910-8 (1990 E(ition) 20 w/ C1: Y OF FORT COLLINS MODIFICATIONS (REV 4/2000) modification in Dram= or Specifications and report these recommendations to ENGINEER. Accurately transmit to CONTRACTOR decisions Issued by the ENGINEER 9.3.2.7. Records. 9.123.2. Keep a diary, 'daily report form, or log book, recording hours on the job site, weather conditions; data relative to questions of work directive changes, Change Orders, or changed conditions, lisf of job site visitors, daily activities, decisions. observations in pencral and specific observations. in more detail as in the case of observing test procedures: send copies to the ENGINEER. 9.3,2.7.3. Record names addresses and telephone numbers of all CONTRACTORS, subcontractors and major suppliers of equipment and materials. 9.3.2.8. Re=,, 9.3.2.8.1. Irumish ENGINEER p r'o c reports, as required, of the progress of the Work and of the CONTRACTOR'S compliance with the progress schedule and schedule of shop Drawine and sample submittals. 9 3.2.8.2. Consult with ENGINEER advance of scheduling major test% inspections or start of important phases of the Work. 9.3'2.8.3. Draft proposed Change Orders and Work Directive Changes, obtaining. backup materiel from the CONTRACTOR and recommend to ENGINEER tC'hanee Orders;_ Work Directive -Chanties and field orders 9.3.2.8,4. Report immediately to ENGINEER and OWNER the occurrence of any accident. 9.3.2.9. Payment Requests. Review applications for WMent with CONTRACTOR for compliance with the established procedure for their submission and forward with recommendation to ENGINEER, noting particularly the relationship of the payment requested to the schedule of value% work completed and materials and equilmment delivered at the site but not incorporated m the Work. 9.3.2.10. Completion 9.31.10.1. Before ENGINEER issues a Certificate of Substantial Completion submit to CONTRACTOR a list of observed items requiring correction or completion 9.3.2.10.2. Conduct final inspection in the company of the ENGINEER, OWNER and CONTRACTOR and prepare a final list of items to be corroded or completed. 9.3 2,10.3. Observe that all items on the final list have been corrected or completed and make recommendations to ENGINEER concernina accentance. 93-3. Limitation of Authority: 'rhe Representative shall not: 9.3.3.1. Authorize any deviations from the Contract Documents or accept any substitute materials or equi qmL unless authoriLed by I E-NGrNEEK; 9.3.3.2. Excccd limitations of ENGMEER's authority as set forth in the Contract Documents, 9.3.3.3. Undertake any of the responsibilities of the CONTRACTOR. Subcontractors, or CONTRACTOR'S superintendent. 9.3.3.4. Advise on or issue directions relative to, or assume control over any aspect of the means,_ methods. techniques, sequences or procedures for construction unless such is specifically called for in the Contract Documents: 9.3.3.5, Advise on or issue directions er garding_or gs-pme control over safety precautionsand proams in connections with the Work. 9.3.3.6. Accept Shop Drawing or sample submittals from anvone other -than the CONTRACTOR 9.11T Authorize .OWNER to occupy the Work in whole or in part. 9.3.3.8. Participate in specialized field or Laboratory tests.or inspections conducted by others except as specifically authorized by the ENGINEER Clarifications and1nterpretations. 9.4. ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the EJCDC GENERAL CONDITIONS 19 t 0.8 (1990 Ed lion) cal CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) requirements of the Contract Documents (in the form of Drawings or otherwise) as ENGINEER may determine necessary, which shall be consistent with the intent of and reasonably inferable from the Contract Documents. Such written clarifications and interpretations will be binding on OWNER and CONTRACTOR If OWNER or CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree to the amount orextent thereof if anyy, OWNER or CONTRACTOR may make a written claim therefor as provided in Article 1 I or Article 12. Authorized Variations in Work: 9.5. ENGINEER may:authorize minor variations in the Work from the requirements of the .Contract Documcnts which do mot involve an adjustment in the Contract Price or the Contract 'Times and are compatible with the design concept of the completed Pro1ect as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on OWNER and also on CONTRACTOR who shall perform the Work involved promptly. If OWNER or CONTRACTOR believes that a Field Orderjustifies an adjustment in the Contract Price or the Contract Times and the parties are unable.to agree as to the amount or extent thereof, OWNER or CONTRACTOR may make a written claim therefor as provided in Article I 1 or 12. Rejecting Defective Work 9.6. ENGINEER:will have authority to disapprove or reject Work which ENGINEER believers to be defective, or that ENGINEER believes will not produce a completed Project that -conforms to the Contract Documents or that will prejudice the integrity of the design concepi of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER will also have authority to require "special inspection or testing of the Work as provided in paragraph 13.9, whether or not the Work is fabricated, installed or completed Shop Drawings, Change Orders and Payments: 9.7. In connection with ENGINEER's authority as to Shop Drawings and Samples, see paragraphs 6.24 through 6.28 inclusive. 9.8. In connection with ENGINEERS authority as to Change Orders, see Articles 10, 11, and 11 9.9. In connection with ENGINEERS authority as to Applications for Payment, see Article 14. Determinations for Unit Prices: 9.10. ENGINEER will determine the actual quantities and classifications of Unit Price Work performed by CONTRACTOR. ENGINEER will review with CONTRACTOR the ENGINEER's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application 21 for'Payment or otherwise). ENGINEER's written decision thereon will be Canal and binding upon OWNER and CONTRACTOR, unless, within ten days after the date of any such decision, either OWNER or CONTRACTOR delivers to the other and to ENGINEER written notice of intention to appeal from FNI GINEER's decision and: (i) an appeal from ENGTNEER's decision is.taken within the time limits and in accordance with the procedures set forth in Exhibit GC -A, "Dispute Resolution Agreement", entered into between OWNER and CONTRACTOR pursuant to Article 16, or(ii)`if no, such Dispute Resolution Agreement has been entered into, a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to ENGINEER's decision, unless otherwise agreed in writing by OWNER and CONTRACTOR, Such appeal will not be subject to the procedures of paragraph 9.11. Decisions on Disputes.• 9J I1 ENGINEER will be the, initial interpreter of the. requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Claims, disputes and other matters relating to the acceptability of the Work or the interpretation of the requirements of the Contract Documents pertaining to the performance and furnishing of the Work and claims under Articles i 1 and 12 in respect of changes in the Contract Price or Contract Times will be referred in to ENGINEER in writing with a request for a formal decision in accordance with this paragraph. Written notice of each such claim, dispute or other matter will be delivered by the claimant to ENGINEER and the other party to the Agreement promptly (but in no event later than thirty days) after the.start of the occurrence or event giving rise thereto, and written supporting data will be submitted to ENGINEER and the other party within sixty days after the start of such occurrence or event unless ENGINEER allows an additional period of time far the submission of additional or more accurate data in support of such claim, dispute or other matter. The opposing party shall submit any response to ENGINEER and the claimant within thirty days after receipt of the claimant's last. submittal (unless ENGINEER allows additional time). ENGINEER will render a formal decision in writing within thirty days after receipt of the opposing party's submittal, if any, in accordance with this paragraph ENGNGERs written decision on such claim,, dispute or other matter will be final and binding upon OWNER and CONTRACTOR unless: (i) an appeal from ENGINEER's decision is taken within the time limits and in accordance with the procedures set forth in EXHIBIT GC -A, "Dispute Resolution Agreement", entered into between OWNER and CONTRACTOR pursuant to Article 16. or (it) if no such Dispute Resolution Agreement has, been entered into, a written notice of intention to appeal from ENGINEGR's written decision is delivered by OWNER or CONTRACTOR to the other and to ENGINEER within thirty days after the date of such decision and a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to such claim, dispute or other matter in accordance with applicable Laws and Regulations within sixty days of the date of such 22 EXI)COENSULCONDITIONSI910-9(1990E(itirn) w/ CITY OF FORT COLLINS MODIFICATIONS (REV,12000) decision, unlessotherwise agreed in writing by OWNER and CONTRACTOR 9.12. When functioning as interpreter and judge under paragraphs 9.10 and 9.11. ENGINEER will not show partiality to.OWNER or CONTRACTOR and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. The rendering of a decision by ENGINEER pursuant to paragraphs 9:10 or 9.11 with respect to any such claim, dispute or other matter (except any which have been waived by the making or acceptance of Canal, payment as provided in paragraph 14.15) will be a condition precedent to any exercise by OWNER or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute or other matter . 9.13. Limitations on ENGINEER's Authority and ReVonsibitiiies: 9.13.1. Neither ENGINEERS authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by ENGINEER in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise or performance of arty authority or responsibility by ENGINEER shall create, impose or give rise to any duty owed by ENGINEER to CONTRAC"rOR, any Subcontractor, any Supplier; any other person or organization,.or to any surety for or cmployec.or agent of any of them, 9.13.2. ENGINEER will not supervise, direct, control or have authority over or be responsible for CONTRACTOR's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. ENGINEER will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. 9.13.3. ENGINEER will not be responsible for the acts or omissions of CONTRACTOR or of any Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the Work. 9.13.4. ENGINEER's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions,,schedules, guarantees, Bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by pari raph 14.12 will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with, the Contract Documents. 9.13.5. The limitations upon authority and responsibility set forth in this paragraph 9.13 shall also apply to ENGINEER's Consultants; Resident Project Representative and assistants. ARTICLE 107CHANGES IN THE WORK 10.1. Without invalidating the Agreement and without notice to any surety, OWNER may, at any time or from time to time, order additions, deletions or revisions in the Work. Such additions, deletions or revisions will be authorized by a Written, Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, CONTRACTOR shall promptly proceed with the Work: involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). 10.2. If OWNER and CONTRACTOR are unable to agree as to the, extent, if any, of an adjustment in the. Contract Price or an adjustment of the Contract Times that should be allowed as a result of a Work Change Directive, a claim may, be made therefor as provided in Article I I or Article' 12. 10.3. CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any Work performed that is not required by the Contract Documents as amended, modified and supplcmented_as provided in paragraphs 3.5 and 3.6, except. in the case of an emergency as provided in paragraph 613 or in the case of uncovering Work as provided in paragraph 13.9. 10.4. OWNER and CONTRACTOR shall execute appropriate Change Orders recommended by ENGINEER (or Written Amendments) covering: 10.4.1. changes in the Work which are (i) ordered by OWNER pursuant to paragraph 10.1; (ii) required because of acceptance of ' defective Work under paragraph 13.13 or correcting defective Work under paragraph 13.14, or.(Q agreed to by the parties, 10A.2: changes in the Contract Price or Contract Times,which are agreed to by the parties, and 10.4.3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by ENGINEER pursuant to paragraph 9.1 I; provided that, in lieu of executing any such Change Order, An appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such cuppeal. CONTRACTOR shall carry on the Work and adhere to the progress schedule as provided in paragraph 6.29 10.5. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents EJCDC GENERAL CONDITI ONS 1910-8 (1990 Edtim) W/ CITY OF FORT COLLINS MODIFICATIONS (REV,1/2000) (including, but not limited to, Contract Price or Contract Times) is required by the provisions of any Bond to be given to a surety, the giving, of any such notice will be CONTRACTOR's responsibility, and the amount of each applicable Bond will be adjusted accordingly. ARTICLE 11—CHANGE OF CONTRACT PRICE: 11.1. The Contract Price constitutes the total compensation (subject to authorized adjustments) payable to CONTRACTOR for performing the Work. All duties, responsibilities and obligations assigned to or undertaken by CONTRACTOR shall be at CONTRACTOR's expense without change in the Contract Price. 11.2. The Contract Price may only be changed by a Change Order or by a Written Amendment Any claim for an adjustment in the Contract Price shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) alter the start of the occurrence or event giving rise to the claim and stating the general nature of the claim. Notice of the amount of the claim with supporting data shall be delivered within sixty days after the start of such occurrence or event (unless ENGINEER allows additional time for claimant to submit additional or. more- accurate data in support of the claim) and shall be accompanied by claimant's written statement that the adjustment claimed covers all known amounts to, which the claimant is entitled as a result of said occurrence or event All claims for adjustment in the Contract Price shall be determined by ENGINEER in accordance with paragraph 9:11 if OWNER and CONTRACTOR cannot otherwise .;agree on the amount involved. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this paragraph 11.2. 11.3. The value of any Work covered by a Change Order or of any claim for an adjustment in the Contract Piice will be determined as follows: 11.3.1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items 'involved (subject to the provisions of 23 paragraphs 11.9.1 through 1193, inclusive), 11.3.2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed payment basis, including lump sum (which may include an allowance for overhead and profit not necessarily in accordance with paragraph 11.6.2); 11.3.3. where.the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under paragraph 11,3.2, on the basis of the Cast of the Work (determined as provided in paragraphs 11.4 and 11.5) plus a CONTRACTOR's fee for overhead and profit (deter incd as provided in paragraph 11.0). Cost of the ivory 11A. The ter Cost,of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in 'the proper performance of the Work. Except as otherwise may be agreed to in writing by OWNER. such costs shall be in amounts; no higher than those prevailing in the locality of the Project shall include only the following items and shall not include any of the costs itemized in paragraph 11.5 11.4.1. Payroll costs, for employees in the direct employ of CONTRACTOR in the performance of the Work under schedules of job classifications agreed, upon by OWNER and CONTRACTOR. Such employees shall include without limitation superintendents, foremen and other personnel employed full-time at the site. Payroll costs for employees not employed full-time on the Work shall be apportioned on the basis of their time spent on the Work, Payroll costs shall inslutie-but-not be limited to; salaries and wages plus the cost of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers' compensation, health and -retirement benefits, bonuses; 'On AMd heli Jay pay applicable thereto. The expenses of performing Work after regular, working hours, on Saturday. Sunday or legal holidays, shall be included in the above to the extent authorized by OWNER: 11.4.2.'Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith All cash discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with which to make payments, in which case the bash discounts shall accrue to OWNER. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to OWNER,.and CONTRACTOR shall make provisions so that they may be obtained.. 11,4.3. Paytnents made by CONTRACTOR to the Subcontractors for Work performed or furnished by Subcontractors. If required by OWNER, EJCDC GENERAL CONDMONS 1910-8 (1990 Edition) 24 w! CITY OF FORT COLLINS MODIFICATIONS (REV 412000) CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to OWNER and CONTRACTOR and shall deliver such bids to OWNER who will then determine, with the advice of ENGINEER, which bids, if any, will be accepted. If any subcontract provides that the Subcontractor is. to be paid on the basis of Cost of the Work plusa fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as CONTRACTOR's Cost of the Work and fee as provided in paragraphs 11.4, 11.5, 11.6 and 11.7. All subcontracts shall be subject to the tither provisions of the Contract Documents insofar as applicable. 11.4.4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys and accountants) employed for services spccifioally related to the Work. 11.4.5. Supplemental .costs including the following 11 A.5.1. The proportion of necessary transportation, travel and subsistence expenses of CONTRACTOR's employees incurred in discharge of duties connected with the Work. 11.4.5.2, Cost; including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost less market value of such items used but not consumed which remain the property of CONTRACTOR 11.4.5.3. Rentals of all construction equipment and machinery and the parts thereof whether rented from CONTRACTOR or others in accordance with rental agreements approved by OWNER with the advice of ENGINEER and the costs of transportation, loading, unloading, installation, dismantling and removal thereof -all in accordance with terms of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work. 11.4.5.4. Sales, consumer, use or similar taxes related to the Work, and for which CONTRACTOR is liable, imposed by Laws and Regulations. 11 A.5.5. Deposits lost for causes other than negligence of CONTRACTOR, any Subcontractor or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. 11.45.6. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by CONTRACTOR in connection with the performance and furnishing of the Work (except losses and damages within the deductible amounts of property insurance established by OWNER in accordance with paragraph 5.9), provided they have resulted from causes other than the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such lasses shall include settlements made with the written consent and Approval of OWNER No such losses, damages and expenses shall be included in the Cost of the Work for the purpose of determining CONTRACTOR's fee, It however, any such loss or damage requires reconstruction and CONTRACTOR is placed in charge thereof„ CONTRACTOR shall be paid for services a fee proportionate to that stated in paragraph 11.62. 11.4.5.7. The cost of utilities; fuel and sanitary facilitiesat the site. 11A.M. Minor expenses such as telegrams, long distance telephone calls, telephone service at thc: site, expressage and similar petty cash items in, connection with the Work. 11.4.5.9. Cost of premiums for additional Bonds and insurance required because of changes in the Work. 11.5. The tern Cost of the Work shall not include any of the following: 11.5.1, payroll costs and other compensation of CONTRACTOR's officers, executives, principals (of partnership and sole proprietorships), general managers, engineers, architects, estimators, attorneys, auditors, accountants; purchasing and contracting agents, expediters, timekeepers, clerks and other personnel employed by CONTRACTOR whether at the site or in CONTRACTOR'S principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in paragraph 11.4.1 or specifically covered by paragraph 11.4.4 all of which are to be considered administrative costs covered by the CONTRACTOR's fee. 11.52. Expenses of CONTRACTOR's principal and branch offices other than CONTRACTOR's office at the site. 11.5.3. Any part of CONTRACTORS capital expenses, including interest on CONTRACTOR'S capital employed for the Work and charges against CONTRACTOR for deknquent payments.. 11.5.4. Cast of.premiums for all Bonds and for all insurance whether or not CONTRACTOR is required by the Contract Documents to purchase and maintain the same (except for the cost of premiums covered by subparagraph 11.4.59 above). EJCDC QLNERAL CONDITI ON81910-8 (1990 Editiao) w/ CITY OF FORT COLLINS MODIFICATIONS (REv'42000j 11.5.5. Costs due to the negligence of CONTRACTOR; any Subcontractor, or anyone directly or indirectly employedby any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, di sal of materials or equipment wrongly supplied and making good any damage to property: 11.5.6. Other overhead or general expense costs of any kind and the costs of any,item not specifically and expressly included in paragraph 11 A. 11.6. The CONTRACTOR's fee allowed to CONTRACTOR for overhead and profit shall be determined as follows: 11.6.1. a mutually acceptable fixed fee; or 11.6.2. if a fixed fee is not agreed upon, then a tee based on the following -percentages of the various portions -of the Cost of the Work: 11.6.2.1. for costs incurred under paragraphs 11.4.1 and 11.4.2, the CONTRACTOR's fee shall be Fifteen percent; 11.6.22. for costs incurred under paragraph 11.4.3. the CONTRACTORS fee shall be five percent: 11.6.21 where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of paragraphs 11.4.1, 11.4.2,. 11.4.3 and 11.6.2 is that the Subcontractor who actually performs or furnishes the Work, at whatever tier, will be paid a fee of fifteen percent of the costs incurred by such Subcontractor under paragraphs 11.4.1 and 11.4.2 and that any higher tier Subcontractor and CONTRACTOR will each be paid a fee-of-€ve percent-u€ the-atmoant-paid-te the -next lowertier4ubconttectoR to be ne og tiated in good faith with the OW-WiK_but not to exceed five percent of the amount paid to the next lower tier Subcontractor. 11.6:2.4. no fee shall be payable on the basis of costs itemised under paragraphs 11.4.4, l 1.4.5 and 11.5; 11.6.2.5. the amount of credit to be allowed by CONTRACTOR to OWNER for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in. CONTRACTORS fee, by an amount equal to five percent of such net decrease; and 11.6.2.6. when both additions and credits are involved in any one charge, the adjustment in CONTRACTOR's fee shall be computed on the basis of the net change in accordance with paragraphs 11.6.2.1 through 11.6.2.5, inclusive. 11.7. Whenever the cost of any Work is to be 25 determined pursuant to paragraphs 11,4 and 11.5, CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in form acceptable to ENGINEER an itemized cost breakdown together with supporting data.. Cash Allowances. 11.8. It is understood that CONTRACTOR has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be furnished and perforated for such sums as may be acceptable to OWNER and ENGINEER CONTRACTOR agrees that: 11.8.1. the allowances include the cost to CONTRACTOR (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the site, and all applicable taxes; and 11.8.2. CONTRACTOR's costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances. have been included in the Contract Price and not in the allowances and no demand for additional. payment on 'account of any ofthe foregoing will be valid. Prior to final payment, an appropriate Change Order will be issued as recommended by ENGINEER to reflect actual amounts due CONTRACTOR on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.9. Unit Price Work - 11.9.1. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work aw amount equal to the sum of the established unit prices for each separately identified item of Unit Price Work times the estimated quan4ty of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and are solely, for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by CONTRACTOR will be made by ENGINEER in accordance with paragraph 9.10. 11.9.2. Each unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTOR's overhead and profit for each separately identified item. 11.9.3.OWNER or CONTRACTOR may make a claim for an adjustment in the Contract Price in accordance with Article I 1 if: 11.9.3:1. the quantity of any item of Unit Price Work performed by CONTRACTOR differs materially and significantly from the estimated quantity of such item indicated in the Agreement; 26 EXI)C GENERAL CONDITIONS 1910-8 (1990 E(ition) a/ CITY OF FORT COLLINS MODIFICATIONS (PE-V 412000) and 119:3 2. there is no corresponding adjustment with respect to any other item of Work; and 11.9.3,3. if CONTRACTOR believes that CONTRACTOR is entitled to an increase in Contract Price as a result of having incurred additional expense or OWNER believes that OWNER is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. 11.9.3.4: CONTRACTOR acknowledges that the OWNER has.the right to add or delete items in the Bid or change quantities at OWNER'S. sole discretion without affecting the Contract Price of any remaining item so long as the deletion or addition does not exceed twenty-five percent of the original total Contract Price. ARTICLE 12—CHANGE OFCONTRACT 11NIES 12.1. The Contract Times (or Milestones) may only be changed by a Change Order or a Written Amendment. Any claim for an adjustment of the Contract Times (or Milestones) shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice of the extent of the claim with supporting data shall be delivered within sixty days after such occurrence (unless ENGINEER allows additional time to ascertain more accurate data in support of the claim) and shall be accompanied by the claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Times (or Milestones) shall be determined by ENGINEER in accordance with paragraph 9.11 If OWNER and CONTRACTOR cannot otherwise agree. No claim for an adjustment in the Contract Times ,(or Milestones) will be valid if not submitted in accordance with the requirements of thisparagraph 12,1. 12.2. All time limits stated in the Contract Documents are of the essence of the Agreement. 121 Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of CONTRACTOR, the Contract Times (or Milestones) will be extended in an amount equal to time lost due to such delay if a claim is made therefor as provided in paragraph 12.1. Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7. fires, floods, epidemics, abnormal weather conditions or acts of God. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR. 12.4:. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of both OWNER and CONTRACTOR; an extension of the Contract Times (or Nfilestones) in an amount equal to the time lost due to such delay shall be CONTRACTORs sole and exclusive remedy for such delay. In no event shall OWNER be liable to CONTRACTOR, any Subcontractor, any, Supplier, any other person or organisation, or to any surety for or employee or a ent of any of them, for damages arising out of or resulting from (t) delays caused by or within the control of the CONTRA4'I'OR ..or (ii) delays beyond the control of both parties including but not limited to, fires, floods, epidemics; abnormal weather conditions, acts of God or acts or neglect by utility owners or other contractors performing other work as contemplated by Article 7. ARTICLE 13--TFSTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.1. Notice of Defects: Prompt notice of all defective Work of which OWNER or ENGINEER have actual knowledge will be .given to CONTRACTOR. All defective Work may be rejected, corrected or accepted as provided in this Article 13. Access to Il ork: 13.2, OWNER; ENGINEER, ENGINEER's Consultants, other representatives and personnel of OWNER, independent testing laboratories and govemmentalagencies with jurisdictional interests will have access to the Work at reasomble—times for their observation, inspecting and testing. CONTRACTOR shall provide them proper and safe conditions for such access and advise them of CONTRACTOR's site safety procedures and programs so that they may comply therewith as applicable. Tests and Inspections 13.3. CONTRACTOR shall give 04GM-ER timely notice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests: 13.4.. OWNER shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, :or approvals required by the Contract Documents except: 13.4.1. for inspections, tests or approvals covered by paragraph 13.5 below; 13.4.2. that costs incurred in connection with tests or inspections conducted pursuant 'to paragraph 13.9 EJCDC OENOM CONDITIONS 1910-8 (1990 E(fitian) w/ CITY OF FORT COLLINS MODIFICATIONS ptEV 4a000) below shall be paid as provided in said paragraph 13.9-.- and 13.4.3. as otherwise specifically provided in the Contract Documents. 13.5. IfLaws.or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested or approved by an employee or other representative of such public body, CONTRACTOR shall assume full responsibility for arranging and obtaining such inspections, tests or approvals, pay all costs in connection therewith, and famish ENGINEER the required certificates of inspection, or approval. CONTRACTOR shall also be responsible for arranging and obtaining and shall pay all toes-% in connection with any inspections, tests or approvals required for OWNERS and ENGINEER:%.acceptance of materials or equipment to be incorporated in the Work; or of materials, mix designs, or equipment submitted for app I prior to CONTRACTOR's purchase thereof for incorporation in the Work. 13.6. if any Work (or the work of others) that is to be inspected, tested or approved is covered by CONTRACTOR without written concurrence of ENGINEER, it must, if requested by ENGINEER be uncovered for observation: 13.7. Uncovering Work as provided in paragraph 13.6 shall be at CONTRACTOR's expense unless CONTRACTOR has given ENGINEER timely notice of CONTRACTOR's intention to cover the same and ENGINEER has not acted with reasonable promptness in response to such notice. Uncovering Work: 13.8. If any Work is covered contrary to the written request of ENGINEER,. it must, if requested by ENGINEER, be uncovered for ENGINEER's observation and replaced at CONTRACTORS expense. 13.9. If ENGINEER considers it necessary or advisable that covered Work be observed by ENGINEER or inspected or tested by others, CONTRACTOR at ENGINEER's request, shall uncover, expose or otherwise make available for observation, inspection or testing as ENGINEER may require,, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found Quit such Work is defective, CONTRACTOR shall pay all claims, costs losses and damages caused by, arising out of or resulting from such uncovering, exposure, observation, inspection and testing and of satisfactory replacement or reconstruction, (including but not lanated to all costs of repair or replacement of work of others); and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, may make a .claim therefor as provided in Article 11. If, however, such Work is not found to be defective; CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Times (or Milestones), or both, directly attributable to such 27 B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Owner's Representative will either proceed with inspection or notify Contractor of unfulfilled requirements. Owner's Representative will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. Re -inspection: Request re -inspection when the Work identified in previous inspections as incomplete is completed or corrected. 1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST) A. Preparation: Submit three (3) copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction. 1.6 WARRANTIES A. Submittal Time: Submit written warranties on request of Owner's Representative for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated. B. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. 1. Bind warranties and bonds in heavy-duty, 3-ring, vinyl -covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2-by- I I -inch paper. 2. Provide heavy paper dividers with plastic -covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer. 3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor. C. Provide additional copies of each warranty to include in operation and maintenance manuals. PART 2 - PRODUCTS 2.1 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. Page -15- uncovering, exposure, observation, inspection,, testing, replacement and reconstruction; and, if the parties are unable to agree as to the amount or extent thereof, CONTRACTOR may make a claim therefor as provided in Articles 11 and I i 01iAER May Stop the Work: 13.10. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Documents, OWNER. may order CONTRACTOR to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of OWNER to stop the Work shall not give rise to any duty on the, part of OWNER to; exercise this right for the benefit of CONT RACTOR or any surety or other party. Correction or Removal of Defective Work: 13.11. If required by ENGINEER, CONTRACTOR shall promptly, as directed, either correct all defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by ENGINEER, remove it from the site and replace it with Work that is not defective. CONTRACTOR shall pay ,all claims, costs, losses and damages caused by or resulting rrom such correction or removal (including but not limited to all costs of rq-mir or replacement of work of others). 13.12. Correcdon Period 13.12.1, if within ene 5-ea F two Years after the date of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by, any specific provision of the Contract Documents, any Work is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER's written instructions: (i) correct such defective Work; or, if it has been rejected by OWNER, remove it from the site and replace it with Work that is not defective, and (ii) satisfactorily correct or remove and replace any damage to other Work or -the work of others resulting therefrom. If CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would, cause serious. risk of loss or damage, OWNER may have the defective Work corrected or the rejected Work removed and replaced, and all claims, costs, losses and damagescaused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by CONTRACTOR 13.12.2.In special circumstances where a particular item of equipment is placed in continuous service before ,Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications or by Written Amendment 13.12.3. Where defective Work (and damage to other 2& EJCDC OENEM CONDMONS 1910.8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/1000) Work resulting therefrom) has been corrected. removed or replaced under this paragraph 13.12,the correction period hereunder with respect to such Work will be extended for an additional period of eae year two year after such correction or removal and replacement has been satisfactorily completed Acceptance of Defecfive Work: 13,13. If instead of requiring correction or removal and replacement of defective Work, OWNER (aril, prior to ENGINEER's recommendation of frrial payment, also ENGINEER) prefers to accept it, OWNER may do so. CONTRACTOR shall pay all:claims, costs, losses and damages attributable to OWNEWs evaluation of and determination to accept such defective Work (such casts to be approved by ENGINEER as to reasonableness). If any such acceptance occurs prior to ENGINEER's recommendation of final payment; a Change Order will be issued incorporating the necessary revisions. in the Contract Documents with respect to the Work; and OWNER.shall be entitled to an appropriate decrease in the Contract Price, and; if the parties are unable to agree as to the amount thereof, OWNER may make a claim therefor as provided in Article 11. If the acceptance occurs after such recommendation, an appropriate amount will be paid by CONTRACTOR wOWNER. OWNER btav Correct Defective Work: 13,14. if CONTRACTOR fails within a reasonable time after written notice from ENGINEER to correct defective Work or to remove and replan rejected Work as required by, ENGINEER in accordance with paragraph 13.11, or if CONTRACTOR fails to perform the Work in accordance with the Contract Documents, or if CONTRACTOR fails to comply With any other provision of the Contract Documents OWNER may; after seven days' written notice to CONTRACTOR; correct and remedy any such deficiency. In exercising the rights and remedies -under this paragraph OWNER shall proceed expeditiously. In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or part of the sitq take possession of all or par of the Work, and suspend CONTRACTOR's services related thereto, take possession of CONTRACTOR's tools, appliances, construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow OWNER, OWNER's representatives, agents and employees. OWNER's other contractors and ENGINEER and ENGINEER's Consultants access to the site to enable OWNER to exercise the rights and remedies under this paragraph All claims; costs, losses anddamages incurred or sustained by OWNER in exercising such rights and remedies will be charged against CONTRACTOR and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties arc unable to agree as to the amount thereof. OWNER may make a claim therefor as provided in Article 11. Such claims, cost-,, losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction, removal or replacement of CONTRACTOR's defective Work. CONTRACTOR shall not be allowed an extension of the Contract Tunes (or Milestones) because of any delay in performance of the Work attributable to the exercise by OWNER of OWNERs rights'and remedies hereunder. ARTICLE 14--PAYN ENTS TO CONTRACTOR AND COMPLETION Schedule of values. 14;1. The schedule of values established as provided in paragraph 2.9 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to ENGINEER. Progress payments on account of Unit Price Work will be based on the number of units completed. Application for Prog-wPayment- 14.2. At least twenty days before the date established for each progress payment (but not more often than once a month), CONTRACTOR shall submit to ENGINEER for review an Application for Payment filled out and signed by CONTRACTOR covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in this. Work but delivered and suitably stored at the site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice or other documentation warranting that OWNER has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect OWNER's interest therein, all of which will be satisfactory to OWNER. The amount of retainage with respect to progress payments will be as stipulated in the flgreement. Any funds that are withheld by the OWNER shall not be subieet to substitution by the CONTRACTOR with securities or any arnmgements,involving an escrow or custodianship. By executi%, the pplication for payment form the CONTRACTOR expressly waives his rieht to the benefits of Colorado Revised Statutes, Section 24-91-It11.. et sec. CONTR4CTOR's Ivarranty of Title. 14.3. CONTRACTOR warrants. and guarantees that title to all Work; materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to OWNER no later than the time of payment free and clear of all Liens. Review of.4pplieations for Progress Payment 14.4. ENGINEER will, within ten days after receipt of each Application for Payment, either indicate in writing,a EICDCGENERAL CONDIMONJS 1910-8 (1990 Edition) w/ CITY OF. FORT COLLINS MODIFICATIONS (REV 4/2000) recommendation of payment and present the Application to OMMER, or return the Application to CONTRACTOR indicating in writing ENGINEER's reasons for refusing to recommend payment. In the latter case, CONTRACTOR may make the necessary corrections and resubmit the Application. Ten days after presentation of the Application for Payment to OWI4ER with ENGINEER'S recommendation, the amount recommended will (subject to the provisions of the last sentence of paragraph 14.7) become due and when due will be paid by OWNER to CONTRACTOR 14.5. ENGINEER's recommendation of any payment requested in an Application for payment will constitute a representation by ENGINEER to OWNER, based on ENGINEER's on -site observations of the executed Work as an experienced and qualified design professional' and on ENGINEER'S review of the Application for Payment and the accompanying data and schedules; that to the best of ENGINEER'S knowIcdgo, information and belief: 14.5.1. the Work has progressed to the point indicated 14.5;2. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for Unit Price Work under paragraph 9.10, and to any other qualifications stated in the recommendation), and 14.5.:3. the conditions precedent to CONTRACTOR's being entitled to such payment appear to have been fulfilled insofar as it is ENGINEER's responsibility to observe the Work. However, by recommending any such payment ENGINEER will not thereby 'be deemed to have represented that: (i) exhaustive or continuous on -site inspections have been made to check the quality or the quantity of the Work beyond the responsibilities specifically assigned to ENGINEER in the Contract Documents or (0) that there may not be other matters or issues between the parties that might entitle CONTRACTOR to be paid additionally. by OWNER or entitle OWNER to withhold payment to CONTRACTOR 14.6. ENGINEER's recommendation of any payment, including final payment, shall not mean that ENGINEER is responsible for CONTRACTOR's means; methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance., of Work, or for any failure of CONTRACTOR to perform or furnish Work in accordance with the Contract Documents. 14.7. ENGINEER may refuse to recommend the whole or any part of any payment if. in ENGINEER's opinion, it would be incorrect to make the representations to 29. OWNER referred to in paragraph 14.5. ENGINEER may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or tests, nullify any such payment previously recommended, to such extent as may be necessary, in ENGINEERs .opinion to protect OWNER from loss because: 14.7.1. the Work is defective, or completed Work has been damaged requiring correction or replacement, 14.7.2. the Contract Price has been reduced by Written Amendment or Change Order, 143.3. .OWNER has been required to.. correct defective Work or complete Work in accordance with paragraph 13;14. or 14.7.4. ENGINEER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 15.2.1 through 15.2.4 inclusive. OWNER may refuse to make payment of the full amount recommended by ENGINEER because: 14.7.5. claims have been made against OWNER on account of CONTRACTOR's performance or famishing of the Work, 14.7.6. Liens have been filed in connection with the Work, except whereCONTRACTOR has delivered a specific Bond satisfactory to OWNER to secure the satisfaction and discharge of such Liens; 14:7.7. there are other items entitling OWNF,R to a set- off against the amount recommended, or 14.7.8. OWNER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 14:71 through 14.7.3 or paragraphs 15.2.1 through 15.2:4 inclusive; but OWNER must give CONTRACTOR immediate written notice (with a copy to ENGINEER) stating the reasons for such action and promptly pay CONTRACTOR the amount so withheld, or any adjustment thereto agreed to by OWNER and CONTRACTOR, when CONTRACTOR corrects to OWNER's satisfaction the reasons for such action Substantial Completion: 14.8. When CONTRACTOR considers the entire Work ready for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the entire Work is substantially complete (except for items specifically listed by CONTRACTOR as incomplete) and request that ENGINEER issue a certificate of Substantial Completion. Within a reasonable time thereafter. OWNER CONTRACTOR and ENGINEER shall make an inspection of the Work to determine the status of completion If ENGINEER does not consider the Work substantially complete. ENGINEER will notify CONTRACTOR in writing giving the reasons therefor. if ENGINEER EXDC GENERAL CONDMONS 1910-9 (1990 E(itim) 30 wlcrryOFFORT COLLINS MODIFICA11ONS (REV 4T2000) considers the Work substantially complete, ENGINEER will prepare and deliver to OWNER a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment. OWNER shall have seven clays after receipt of the tentative certificate during which to make written objection to ENGINEER as to any provisions of the certificate or attached list. If, after considetim such objections, ENGINEER concludes that the Work is not substantially complete, ENGINEER will within fourteen days after submission of the tentative certificate to OWNER notify CONTRACTOR in writing; stating the reasons therefor. If, after consideration of OWNER's objections, ENGINEER considers the Work substantially complete; ENGINEER will within said fourteen days execute and deliver to OWNER and (:CONTRACTOR a definitive certificate of Substantial Completion (with a revised- tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as ENGINEER believes justified after consideration of any objections from OWNER.. At the time of delivery of the tentative certificate of Substantial Completion ENGINEER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities pending final payment between OWNER and CONTRACTOR with respect to security, operation. safety, maintenance, heat, utilities, insurance and warranties ,and guarantees. Unless OWNER, and CONTRACTOR agree otherwise in writing and so inform ENGINEER in writing prior to ENGINEER's issuing the definitive certificate of Substantial Completion, ENGINEER's aforesaid recommendation will be binding on OWNER and CONTRACTOR until final payment 14.9. OWNER shall have the right to exclude CONTRACTOR from the Work after the date of Substantial Completion, but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list Partial Utilization: 14.10. Use by OWNER at OWNER's option of any substantially completed part of the Work, which: (i) has specifically been identified in the Contract Documents, or (ii) OWNER, ENGINEER and CONTRACTOR agree constitutes a separately functioning and usable part of the Work that can be used by OWNER for its intended purpose without, significant. interference with CONTRACTOR's performance of the remainder of the Work, may be accomplished prior to Substantial Completion of all the Work subject to the following: 14.10.1. MVI ER at any time may request CONTRACTOR in writing to permit OWNER to use any such part ofthe Work which OWNER believes to be ready for its. intended use and substantially complete. If CONTRACTOR agnees.that such part of the Work is substantially complete. CONTRACTOR will certify to OWNER and ENGINEER that such part of the Work is substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. CONTRACTOR at any time may notify OWNER and ENGINEER in writing that CONTRACTOR considers any such part of the Work ready for its intended use and substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work_ Within a reasonable time after either such request, OWNER CONTRACTOR and ENGINEER shall make an inspection of that, part of the Work to determine its status of completion If ENGINEER does not consider that part of the Work to be substantially complete, ENGINEER will notify OWNER and CONTRACTOR in writing giving the reasons therefor. If ENGINEER considers that part of the Work to be substantially complete, the provisions of paragraphs 14.8 and 14.9 Will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 14.10.2. No occupancy or separate operation of part of the Work will be accomplished prior to compliance. With the requirements of paragraph.5.15 in respect of property insurance. Final Inspection: 14.11. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENGINEER will make a final inspection with OWNER and CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR shall immediately take such measures as are necessary to complete -such work or remedy such deficiencies. Final, Application forPavment: 14.12. After CONTRACTOR has completed all such corrections to the satisfaction of ENGINEER and delivered in accordance with the Contract Documents all maintenance and operating instructions, schedules, guarantees, Bonds, certificates or other evidence of insurance required by paragraph 5.4, certificates of inspection, marked -up record documents (as provided in paragraph 6.19) and other documents, CONTRACTOR may make application for sirup payment following the procedure. for progress payments. The final Application for Payment shall be accompanied (except as previously delivered) by: (i) all documentation called for in the Contract Documents, including but not. limited to the evidence of insurance required by subparagraph5.4.13, (6) consent of the surety, if any, to final payment, and (iii) complete and legally effective releases or waivers (satisfactory, to OWNER) of all Liens arising out of or filed in correction with the Work In lieu of such releases or waivers of Liens and as approved by OWNER, CONTRACTOR may furnish receipts or releases in full and affidavit of CONTRACTOR that: (i) the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which OWNER or OWNER's property might in any way be responsible have been paid or otherwise satisfied If any Subcontractor or Supplier fails EJCDC GENERAL CONDITIOM 1910-8 (1990 Edtim) w/ CITY OF FORT COLLI M MODIFICATIONS (REV 4r1000) to furnish such a release or receipt in full. CONTRACTOR may furnish a Bond or other collateral satisfactory to OWNER to indemnify OWNER against any Lien Releases or waivers of liens and the consent of the surety to finalize payment are to be submitted on forms conforming to the format of the OWNER'S standard forms bound in the Project manual. Final Payment and Acceptance: 14.13. If, on the basis of ENGINEER's observation of the Work during construction and final inspection, and ENGMI EWs review of the final Application for Payment and accompanying documentation as required by the Contract Documents, ,ENGINEER is satisfied that the Work has. been completed and CONTRACTOR's other obligations under the Contract Documents have been fulfilled, ENGINEER will, within ten days after receipt of the final Application for Payment indicate in writing ENGINEER's recommendation of payment and present the Application to OWNER for payment. At the same time ENGINEER will also give, written notice to OWNER and CONTRACTOR that the Work is acceptable subje et to the provisions .of paragraph 14.15. Otherwise, ENGINEER will return the Application to CONTRACTOR, indicating in writing the reasons for rcfbsing to, recommend final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application Thirty days after presentation to OWNER of the Application and accompanying documentation, in appropriate form and substance and with ENGINEER's recommendation and notice of acceptability, the amount recommended by ENGINEER will become due and will be paid by OWNER to CONTRACTOR subject to paragraph 17.6.2 of these General Conditions 14.14. If; through no fault of CONTRACTOR final completion of the Work is significantly delayed and if ENGINEER so confirms, OWNER shall, upon receipt of CONTRACTOR's. final Application for Payment and recommendation of ENGINEER, and without terminating the Agreement, make payment of the balance due, for that portion of the Work fully completed and accepted. if the remaining balance to be held by OWNER for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if Bonds have been furnished.as required in paragraph 5.1, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to ENGINEER with the Application for such payment Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. ;Vaiver of Claims. 14.15. The making and acceptance of final payment -will constitute: 14.15,1. a waiver of all claims by OWNER against CONTRACTOR, except claims arising from unsettled Liens, from defective Work appearing after final 'inspection pursuant to paragraph 14.1 I, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from CONTRACTOR's continuing obligations under the Contract Documents; and 14.15:2. A waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled. ARTICLE 15--SUSPENSIOiv OF WORK AND TERMINATION OWNER May Suspend Work: 15.1. At any time and without cause. OWNER may suspend the Work or any portion thereof for a period of not more than ninety days by notice 'in writing to CONTRACTOR and ENGINEER which will fix the date. on which Work will be resumed. CONTRACTOR shall resume the Work on the date so fixed CONTRACTOR shall be allowed an adjustment in the Contract Price or an, extension of the Contract Times, or both, directly attributable to any such =Tension if CONTRACTOR makes an approved claim therefor as provided in Articles 11 and 12. OWNER Slay Terminate. 15.2. Upon the occurrence of any one or more of the following events: 15.2.1. if CONTRACTOR persistently fails to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient. skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph 2.9 as adjusted from time to time pursuant to paragraph 6.6) 15.2.2. if CONTRACTOR disregards Laws or Regulations of any public body (raving jurisdiction•, 15.2.3. if CONTRACTOR disregards the authority of ENGINEER or 15.2.4. if CONTRACTOR otherwise violates in any substantial way any provisions of the Contract Documents; OWNER may, after giving CONTRACTOR (and the surety, if any) seven days' written notice and to the extent permitted by Laws and Regulations, terminate the services of CONTRACTOR, exclude CONTRACTOR from the site and take possession of the Work and of all CONTRACTOR's tools, appliances, construction equipment and machinery at the site and use the same to the full extent they could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid EJCDC OENEM COND11I ONS 1910-8 (1990 E(fitim) 32 wl CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) CONTRACTOR but which are stored elsewhere, and finish the Work as OWNER may deem expedient. In such case CONTRACTOR shall not be entitled to receive any further payment until the Work is finished If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by OWNER arising out of or resulting. from completing the Work such excess.will be paid to CONTRACTOR If.such claims, costs, losses and damages exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER. Such claims, costs, losses and damages incurred by OWNER will be reviewed by ENGINEER as to. their reasonableness and when so approved by ENGINEER incorporated in a Change Order, provided that when exercising any rights or remedies under this paragraph OWNER shall not be required to obtain the lowest price for the Work performed. 15.3. Where CONTRACTOR's services have been so terminated by OWNER the termination will not affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of moneys due CONTRACTOR by OWNER will not release CONTRACTOR from liability. 15.4. Upon seven days' written notice to CONTRACTOR and ENGINEER, OWNER may, without cause and without prejudice to any other right or remedyof OWNER elect to terminate the Agreement. In such case, CONTRACTOR shall be paid (without duplication of any items): 15.4.1. for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 15.4.2. for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 15.4.3. for all 'claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors Suppliers and others; and 15.4A. for reasonable expenses directly attributable to termination. CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. CONTRACTOR Slay Slap Work or Terminate: 15.5. It through no actor fault of CONTRACTOR, the Work is suspended for a period of more than ninety clays by OWNER or under an order of court or other public authority, or ENGINEER fails to act on any Application for Payment within thirty days after it is submitted or OWi 7ER fails for.thirty days to pay CONTRACTOR any sum finally determined to be due, then CONTRACTOR may, upon seven days' written notice to OWNER and ENGINEER, and provided OWNER or ENGINEER do not remedy such suspension or failure within that time, terminate the Agreement and recover from OWNER payment on the same.terrns as provided in paragraph 15.4. In lieu of terminating the Agreement and without prejudice to any other right or remedy, if ENGINEER has failed to act on an Application for Payment within thirty days after it is submitted, or OWNER has failed for thirty days to pay CONTRACTOR any sum finally determined to be due, CONTRACTOR may upon seven days' written notice to OWNER and ENGINEER stop the Work until payment of all such amounts due CONTRACTOR, including'interest thereon The provisions of this paragraph 15.5 are not intended to preclude CONTRACTOR from making claim under Articles I I and 12 for an increase in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to CONTRACTOR's stopping Work as pennitted by this paragraph. .ARTICLE 16—DISPUTE RESOLUTION If and to the extent that OWNER and CONTRACTOR have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure, if any, shall he as set forth in ExhibitGC-A, "Dispute Resolution Agreement", to be attached hereto and made a part hereof If no such agreement on the method and procedure for resolving such disputes has been reached, and subject to the provisions of paragraphs 9.10, 9.11 and 9.12, OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect. of any dispute. ARTICLE 17—NffSCELLANEOUS Giving Notice: 17.1. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm, or to an officer of the corporation for whom it is -intended, or if delivered at or sent by registered or certified mail, postage prepaid; to the. last business address known to the giver of the notice. 17.2. Cunrputation of Time: 17.2.1. When arty period of time is referred to in the Contract Documents by days, it will be computed 'to exclude the first and include the last day of such Period If the last day of any such period falls on'a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. EJCDCOENERAL CONDITIONS 19104 (1990 E(ition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV,1/2000) 17.2.2. A calendar day of twenty-four hours measured from midnight to the next midnight will constitute a day. Notice of Claim: 17.1 Should OWNER or CONTRACTOR suffer injury or damage to person or property because of any error, omission or act of the other party or of any of the other party's employees or agents or others for whose acts the other party is legally liable, claim will be made in writing to. the other party within a reasonable time of the first observance of such injury or damage. The provisions of this paragraph 17.3 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose.Cumufative Remedies.• 17.4. The duties and obligations, imposed by these General Conditions.and the rights and remedies available hereunda to the parties hereto, and, in particular but without limitation, the warranties, guarantees and obligations imposed upon CONTRACTOR by paragraph.-6.12, 6.16, 6.30, 6.31, 6.32, 13.1, 13.12, 13.14, 14.3 and 15.2 and all of the rights and remedies available to OWNER and ENGINEER thereunder, are in addition to, and are not to be construed in any wayas a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations by special warranty or guarantee or by other provisions of the Contract Documents, and the provisions of this paragraph, will be as. effective as if repeated specifically in the Contract Documents in connection with each particular duty,.obligation, right and remedy to which they apply. Professional Fees and Court Costs Included: 17.5. Whenever reference is made to "claims. costs, losses and damages", it.shall include in each case, but not be limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs. 17.6. The laws of the State of Colorado apply to this Agreement Reference to two Wrtinent,Colorado statutes are as follows 17.6.1. Colorado Revised Statutes (CRS 8-17-101) require that Colorado labor be employed to perform the Work to the extent of not less than 80 percent (80%) of each type or class of labor in the several classifications of skilled and common labor employed on the proiect. Colorado labor means any person who is a bona fide resident of the State of Colorado at the time of employment, without discrimination as to race, color, creed, age, religion or sex 17.6.2. If a claim is filed OWNER is required by law (CRS 38-2.6-107) to withhold from all payments tci CONTRACTOR sufficient furtds to insure the payment of all claims for labor, materials, team hire, sustenance, provisions, provender, or other supplies used or consumed by CONTRACTOR or his 33 34 EJCDC GENERAL CONDITIONS 1910-8 (1990 E(ition) a/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) (This page left blank intentionally.) EJCDC GENERAL CONDIM ONS'1910-8 (1 M Edition) 35 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) 36 E.JCDC GENERAL CONDITIONS I910.8 (1990 E(ition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV U2000) EXHIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR DISPUTE RESOLUTION AGREEMENT OWNER and CONTRACTOR hereby agree that Article 16 of the General Conditions of the Construction Contract . between OWNER and CONTRACTOR is amended to include the following agreement of the, parties; 16:1. All claims, .,disputes and other matters in question. between OWNER and CONTRACTOR arising out of or relating to the Contract Documents. or the breach; `thereof (except for claims which have been waived by the making or acceptance of final payment as provided by paragraph 14.15) will be decided by arbitration in accordance with the Construction industry Arbitration Rules of the American Arbitration Association then -obtaining, subject to the limitations of the Article 16. This agreement so to arbitrate and any other agreement or consent to arbitrate entered into in accordance herewith as provided in this Article 16 will be specifically enforceable under the prevailing law of any court having jurisdiction 16.2. No demand for arbitration of any claim, dispute or other matter that is required to be referred to ENGINEER initiallv for decision in accordance with paragraph 9.11 will i - made until the earlier of (a) the date on which ENGINEER has rendered a written decision or (b) the thirty-first day after the parties have presented their evidence to ENGINEER if a written decision has. not been rendered by ENGINEER before that date. No demand for arbitration of any such claim, dispute or other matter will be made later than thirty days after the date on which ENGINEER has rendered a written decision in respect thereof in accordance with paragraph 9.11, and the failure to demand. arbitration within said thirty days' period will result in ENOINEER's decision being final and binding upon OWNER and CONTRACTOR If ENGINEER renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence but will not supersede the arbitration proceedings, except where the decision is acceptable to the partiesconcerned, No demand for arbitration of any written decision of ENGINEER rendered in accordance with paragraph 9.10 will be made later than ten days after the party making such demand has delivered written notice of intention to appeal as provided in paragaph 9.10. 16.3. Notice of the demand for arbitration .will be filed in writing with the other party to the Agreement and with the American Arbitration Association and a copy will be sent to ENGINEER for information The demand for arbitration will be made within the thirty -clay or ten -clay period specified in paragraph 16.2 as applicable, and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. EJCDC GENERAL CONDITIONS 1910-3 (1990 Edtioa) col CiTY OF FORT COLLINS MODIFICATIONS (REV 9/99) 16:4. Except as provided in paragraph 16.5 below, no arbitration arising out of or relating to the Contract Documents shall include by consolidation, joinder or in any other manner any other person or entity• (including ENGINEER, ENGiNEER's Consultant and the officers, directors, agent-, employees or consultants of any of them) who is not a party to this contract unless: 16.4.1. the inclusion of such other person or entity is necessary if complete relief is to be afforded among those'who are already parties to the arbitration, and 16.4.2. such other person or entity is substantially involved in a question of law or fact which is common to those who are already parties to. the arbitration and which will arise in such proceedings, and 16.4.3, the written consent of the other person or entity sought to be included and of OWNER and CONTRACI'OR has been obtained for arch inclusion, which consent shall make specific reference to this paragraph; but no such consent shall constitute consent to arbitration of any dispute not specifically described in such consent or to arbitration with any party not specifically identified in.such consent. 16.5. Notwithstanding paragraph 16A, if a claim, dispute or other matter in question between OWNER and CONTRACTOR involves the Work of a Subcontractor, either OWNER or CONTRACTOR may joint such Subcontractor as a party to the arbitration between OWNER and CONi'RACTOR hereunder. CONTRACTOR shall include in all subcontracts required by paragraph 6:11 a specific provision whereby the Subcontractor consents to being joined in an arbitration between OWNER and CONTRACTOR involving the Work of such Subcontractor. Nothing in this paragraph 16.5 nor in the provision of such subcontract consenting to joinder shall create any claim, right or cause of action in favor of Subcontractor and against OWNER, ENGINEER or ENGINEER's Consultants that does not otherwise exist. 16.6. The award rendered by the arbitrators. will be final, judgment may be entered upon it in any court having jurisdiction thereof; and it will not be subject to modifrcalionor appeal. 163. OWNER and CONTRACTOR agree that they shall first submit any and all unsettled claims, counterclaims, disputes, and other matters, in question between them arising out of or relating to the Contract Documents or the breach thereof ("disputes"), to mediation by the American Arbitration Association under the Construction Industry Mediation Rules of the American Arbitration Association prior to either of them .initiating against the other a demand for arbitration pursuant to paragraphs 16.1 through 16.6, unless delay in initiating arbitration would irrevocably prejudice one of the parties. The respective thirty and ten day time limits within which to file a demand for arbitration as provided in paragraphs 16.2 and 16.3 above shall be suspended with respect to a dispute submitted to mediation within those same applicable time limits and shall remain suspended until ten days after the termination of the mediation. The mediator of any dispute submitted to mediation under this Agreement shall not serve as arbitrator of such dispute unless otherwise agreed. OC-AI PART 3 - EXECUTION 3.1 FINAL CLEANING A. General: Provide final cleaning. Conduct cleaning and waste -removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance, program. Comply with manufacturer's written instructions. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. C. Rake grounds that are neither planted nor paved to a smooth, even -textured surface. d. Remove tools, construction equipment, machinery, and surplus material from Project site. e. Remove labels from plant material that are not permanent. f. Leave Project clean and ready for completion and turn over to the City. C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully. END OF SECTION 01770 SECTION 01781 - PROJECT RECORD DOCUMENTS PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general, provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. Page-16- EJCDC GENERAL CONDITIONS 1910.8 (1 "0 Edition) wl CITY OF FORT COLLINS MODIFICATIONS (REV 9194) GC -Al SE SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (E.JCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4..6The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL) . Rev10/20/07 Section 00800 Page 1 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950Contract Change Order 00960Application for Payment Rev 10/20/07 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: CONTRACTOR: PROJECT NUMBER: DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: DATE: Project Manager REVIEWED BY: DATE: Title: APPROVED BY: DATE: Title: APPROVED BY: DATE: Purchasing Agent over $30,000 cc: City Clerk Contractor Project File Architect Engineer Purchasing Rev10/20/07 Section 00950 Page 1 Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract The present status of the account for this Contract is as NUMBER DATE AMOUNT follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Date: By: Rev10/20/07 Section 00960 Page 1 APPLICATION FOR CONTRACT AMOUNTS PAYMENT Work Work Completed Completed This Previous Bid Month Periods' Item Unit Number Description Quantity Units Price Amount Qty $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 Amount Qty $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Work Completed To Date Amount Qty $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 . $0.00 $0.00 $0.00 $0.00 $0.00 PAGE 2OF4 Stored Materials Total This Earned Percent Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00- $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Section 00960 Page 2 CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit To Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 Section 00960 Page 3 STORED MATERIALS SUMMARY On Hand Received Installed Item Invoice Previous This This Number Number Description Application Period Period PAGE 4 OF 4 On Hand This Application $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 Section 00960 Page 4 College Ave. - Harmony Rd. Landscape & Urban Design Improvements SECTION 01100 - SUMMARY PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes the following: 1. Work covered by the Contract Documents. 2. Type of the Contract. 3. Work phases and length of Contract Time. 4. Products ordered in advance. 5. Owner -furnished products. 6. Use of premises. 7. Traffic Control. 8. Owner's occupancy requirements. 9. Work restrictions. 10. Environmental Controls. B. Related Sections include the following: 1. Division 1 Section "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities. 1.03 WORK COVERED BY CONTRACT DOCUMENTS A. Project Identification: College Avenue & Harmony Road Intersection Improvements 1. Project Location: Intersection of Harmony Road & College Avenue, Fort Collins, Colorado. B. Owner: City of Fort Collins 1. Owner's Representative: Engineering Department 281 North College Avenue Fort Collins, CO 80524 Dean Klingner 970.221.6605 dklingner@fcgov.com C. Civil Engineer: SUMMARY 01100 - 1 1.2 SUMMARY A. This Section includes administrative and procedural requirements for Project Record Documents, including the following: 1. Record Drawings. 2. Record Specifications. 3. Record Product Data. B. Related Sections include the following: Division 1 Section "Closeout Procedures" for general closeout procedures. Divisions 2 through 16 Sections for specific requirements for Project Record Documents of the Work in those Sections. 1.3 SUBMITTALS A. Record Drawings: Contractor will submit what is specified in Section 02920 and 02930 for landscaping work and a marker up set for irrigation work as specified in Section 02810, to be turned over to the irrigation consultant for development of as -built drawings. B. Record Specifications: Submit two (2) copies of Project's Specifications, including addenda and contract modifications. C. Record Product Data: Submit two (2) copies of each Product Data submittal. Where Record Product Data is required as part of operation and maintenance manuals, submit marked -up Product Data as an insert in manual instead of submittal as Record Product Data. PART 2 - PRODUCTS 2.1 RECORD DRAWINGS A. Record Prints: Maintain one set of blue - line or black - line white prints of the Contract Drawings and Shop Drawings. Preparation: Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked -up Record Prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later. b. Accurately record information in an understandable drawing technique. C. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations. Page -17- College Ave. - Harmony Rd. Landscape & Urban Design Improvements Interwest Consulting Group Mike Oberlander 970.674.3300, ext. 102 D. Landscape Architect: BHA Design, Inc. 1603 Oakridge Drive Fort Collins, CO 80525 Jeff Kroeger 970.223.7577 ikroe er ,bhadesign.com E. Electrical Engineer: ESC Engineering 3540 JFK Parkway Fort Collins, CO 80525 Shaun Blair 970.224.9100 sblair@thinkesc.com F. The Work consists of the following: The Work includes landscaping, sprinkler irrigation; organic and inorganic mulching; sodding; landscape boulder placement; poured in place retaining wall with cast stone veneer and concrete cap; ornamental fence panels; lighted ornamental columns; pedestrian lighting and electrical service; decorative concrete footings and caissons; decorative concrete plinth construction and concrete planter pots. 1.04 CONTRACTOR QUALIFICATIONS A. As part of the bid submittal, General Contractors shall provide a statement of qualification that addresses the following. This shall include a letter signed by a person responsible / in charge of the company verifying similar experience to that of the College Avenue - Harmony Road Land- scape and Urban Design Improvement Project. The statement of qualifications shall be provided inside the bound and sealed bid envelope, but as a separate document from the bid proposal. All questions must be answered and information provided as requested. The information given must be clear, concise and comprehensive. 1. Statements of Bidders Qualifications Section 00420 and Schedule of Major Subcontractors Section 00430 must be answered and included. 2. The General Contractor and landscape / irrigation subcontractor must have been in the same business, under the same name for the last five (5) years. 3. The General Contractor must provide a current project back -log list and staff availability to complete the project according to the contract time allowed. 4. The General Contractor must include a written approach to the project outlining how their firm would address the following key City concerns: a. Traffic control and public R.O.W. safety, coordination and protection. SUMMARY 01100 - 2 College Ave. - Harmony Rd. Landscape & Urban Design Improvements b. Business access and pedestrian and bicycle circulation issues and coordination. c. Coordination of both traditional (landscape, irrigation, site furnishing installation, electri- cal/pedestrian lighting) and "specialty" (aluminum site feature design, fabrication and in- stallation; enhanced regulatory signage fabrication and installation) subcontractor scopes as identified and described within the Bid Set. d. Coordination with Art -In -Public Places artist. e. Schedule. 5. Provide detailed resumes for the General Contractor's key personnel assigned to this project including the anticipated Project Manager, Site Superintendent and Foreman. 6. Provide a list of at least five (5) other projects of similar scope completed by the proposing firm (General Contractor) within the past eight (8) years. a. These projects must involve construction within / adjacent the public R.O.W, in an urban, streetscape settings with public access coordination, involving multiple subcontractor scopes. b. For each of the projects identified in "a." above, provide a narrative, describing the pro- jects scope of work; list the current reference and contact information; provide project photographs; list the awarded contract value, the final contract value, the number of change orders claimed, the awarded contract time and final contract time. 7. Provide a complete list of Subcontractors performing more than 10% of the total project value. 8. The General Contractor shall provide additional qualification information for the preferred landscape and irrigation contractor(s), to include the following: a. Provide a list of at least five (5) municipal / public projects, preferably with an emphasis on streetscape improvements with the public right-of-way, that the landscaper/irrigator has completed in the last eight (8) years. b. For each of the projects identified in "a." above, provide a narrative, describing the pro- jects scope of work; list the current reference and contact information; provide project photographs; list the awarded contract value, final contract value, number of change or- ders claimed, awarded contract time and final contract time. Bidder hereby authorizes and request any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. 1.05 TYPE OF CONTRACT A. Project will be constructed under a single prime contract. College Ave. - Harmony Rd. Landscape & Urban Design Improvements B. Award of Contract: According to Section 00100 Instructions to Bidders; Part 17.0, Award of Contract, the City reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether SUMMARY 01100 - 3 College Ave. - Harmony Rd. Landscape & Urban Design Improvements because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by the City of Fort Collins. 1.06 WORK PHASES AND CONTRACT TIME A. ,Project will be constructed in one (1) phase. B. Contract time will be ninety (90) calendar days. 1.07 PRODUCTS ORDERED IN ADVANCE — N/A. 1.08 OWNER -FURNISHED PRODUCTS — N/A. 1.09 USE OF PREMISES A. General: Contractor shall have limited use of premises for construction operations as indicated on Drawings by the Contract limits. B. Use of Site: Limit use of premises to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated. Limits: Confine constructions operations to areas within the Right -of -Way, or where shown on the Drawings. Owner Occupancy: Allow for Owner occupancy of Project site and use by the public. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. a. Schedule deliveries to minimize use of driveways and entrances. b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on -site. 1.10 TRAFFIC CONTROL A. The Contractor shall be responsible for traffic control measures. The Contractor must submit traffic control plans and coordinate traffic control with the City's Traffic Control Coordinator. The traffic control plans must he submitted and approved seventy-two (72) hours prior to starting construction and before making each modification. See Section 01570 — Traffic Control. 1.11 OWNER'S OCCUPANCY REQUIREMENTS A. Full Owner Occupancy: Owner will occupy site during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits, unless otherwise indicated. SUMMARY 01100 - 4 College Ave. - Harmony Rd. Landscape & Urban Design Improvements Maintain access to existing sidewalks, trails, bike lanes. Do not close or obstruct without written permission from Owner and authorities having jurisdiction. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations. B. Owner Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place and install equipment in completed areas as necessary, before Substantial Completion, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and partial occupancy shall not constitute acceptance of the total Work. 1.12 WORK RESTRICTIONS A. On -Site Work Hours: Standard work hours are 9:00 AM to 3:30 PM, Monday through Friday. No work shall be permitted on weekends or holidays without written approval from the Project Manager. Work activity done at times other than during normal working hours may require reimbursement to the City for the overtime cost to the City. Work requests beyond normal working hours must be submitted to the Project Manager a minimum of five (5) working days prior to the requested date. B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: Do not proceed with utility interruptions without Owner's written permission. 1.13 ENVIRONMENTAL CONTROLS A. The work of this section consists of obtaining permits and providing environmental controls consistent with regulatory permits through the duration of the work required under this project. SUMMARY Dust Control Application: a. The Contractor shall execute work by methods to minimize raising dust from construction operations. b. The Contractor shall provide and apply dust control at all times, including evenings, holidays and weekends, as required to abate dust nuisance on and about the site that is a direct result of construction activities. The use of non -approved chemicals, oil, or similar palliatives will not be allowed. Dust control agents may be used only after prior approval of the Owner. The Contractor shall be required to provide sufficient quantities of equipment and personnel for dust control sufficient to prevent dust nuisance on and about the site. C. The Owner will have authority to order dust control work whenever in its opinion it is required, and there shall be no additional cost to the Owner. The Contractor shall be expected to maintain dust control measures effectively whether the Owner or Engineer specifically orders such Work. Preservation of Natural Features: Confine operations as much as possible. Exercise special care to maintain natural surroundings in an undamaged condition. Within the work limits, barricade trees, rock outcroppings, and natural features to be preserved. 01100 - 5 College Ave. - Harmony Rd. Landscape & Urban Design Improvements 3. Housekeeping: Keep project neat, orderly, and in a safe condition at all times. Store and use equipment, tools, and materials in a manner that does not present a hazard. Immediately remove all rubbish. Do not allow rubbish to accumulate. Provide on -site containers for collection of rubbish and dispose of it at frequent intervals during progress of work. 4. Disposal: a. Disposal of Waste (Unsuitable) Materials: All material determined by the Engineer to be waste will be disposed of in approved landfill in a manner meeting all regulations. Dispose of waste materials, legally, at public or private dumping areas. Do not bury wastes inside of the limits of construction. All costs for dump fees, permits, etc., are to be borne by the Contractor. b. Disposal of Garbage and Other Construction Materials: Provide sanitary containers/dumpsters and haul away contents such that no overflow exists. C. Excess excavation shall become the property of the Contractor and shall be legally disposed of by him outside the limits of construction to an approved disposal site. Excess excavated material suitable for backfill shall not be disposed of until all backfill operations are complete. d. The Contractor is to immediately inform Engineer of any hazardous materials encountered during construction. Dispose of waste materials legally at private or public facilities. 5. Burning: No burning of debris will be permitted. 6. Noise Control: a. All mechanical equipment shall be equipped with the best available mufflers to reduce noise. The Contractor shall be responsible for obtaining any necessary permits and shall limit noise to the permitted levels. Noise level monitoring shall be performed by the Contractor as necessary to show that the permitted levels are not being exceeded. b. Permission from Owner must be obtained prior to the operation of any machinery and/or vehicles between the hours of 6 p.m. and 7 a.m. Permits: a. All work must be performed in accordance with all applicable regulatory permits. b. It shall be the responsibility of the Contractor to obtain a Construction Dewatering Permit from the Colorado State Health Department for any dewatering operations that will be discharged into any drainageways, open channels, or irrigation ditches. The Contractor shall be responsible for any testing required under the Construction Dewatering Permit. C. It shall be the responsibility of the Contractor to prepare a Stormwater Management Plan (SWMP), and submit the SWMP to the Colorado Department of Public Health and Environment for review and approval. The SWMP shall be in the Contractor's possession prior to beginning the Work. The Contractor shall provide the Owner with a copy of all applicable permits on the Project. The Contractor shall also provide inspection reports as required by the SWMP to the Owner upon completion of each inspection. d. The Contractor shall be responsible for obtaining all other necessary permits associated with the Work. SUMMARY 01100 - 6 College Ave. - Harmony Rd. Landscape & Urban Design Improvements PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01100 SUMMARY 01100 - 7 College Ave. - Harmony Rd. Landscape & Urban Design Improvements SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following: 1. Coordination Drawings. 2. Administrative and supervisory personnel. 3. Project meetings. 4. Requests for Interpretation (RFIs). 5. Modifications to Time of Completion in the Approved Schedule. B. The Contractor shall participate in coordination requirements. Certain areas of responsibility . will be assigned to a specific contractor. C. Related Sections include the following: 1. Division 1 Section "Closeout Procedures" for coordinating closeout of the Contract. 1.3 DEFINITIONS A. RFI: Request from Contractor seeking interpretation or clarification of the Contract Documents. 1.4 COORDINATION A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections that depend on each other for proper installation, connection, and operation. 1. Coordinate with the City's Traffic Control provider as necessary. Provide a minimum of 48 hour advanced noticed. 2. Contractor shall make requests for construction staking to the City's Project Manager at least 48 hours in advance. 3. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. PROJECT MANAGEMENT AND COORDINATION 01310 - 1 College Ave. - Harmony Rd. Landscape & Urban Design Improvements 4. Coordinate installation of different components with other contractors to ensure maximum accessibility for required maintenance, service, and repair. 5. , Make adequate provisions to accommodate items scheduled for later installation. B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required. C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of Contractor's Construction Schedule. 2. Preparation of the Schedule of Values. 3. Installation and removal of,temporary facilities and controls. 4. Delivery and processing of submittals. 5. Progress meetings. 6. Pre -installation conferences. 7. Project closeout activities. 8. Startup and adjustment of systems. 9. Project closeout activities. D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. 1.5 SUBMITTALS A. Refer to individual Sections for Coordination Drawing requirements for Work in those Sections. B. Key Personnel Names: Within fifteen (15) days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home and office telephone numbers. Provide names, addresses, and telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project. Post copies of list in Project meeting room, in temporary field office, and by each temporary telephone. Keep list current at all times. 1.6 PROJECT MEETINGS A. Pre -Construction Conference: A Pre -Construction Conference will be held prior to beginning the Work. A date and time for the conference will be determined once the Notice of Award is issued to the Contractor. PROJECT MANAGEMENT AND COORDINATION 01310 - 2 College Ave. - Harmony Rd. Landscape & Urban Design Improvements The conference shall be attended by: a. Contractor and Contractor's Superintendent b. Contractor's Subcontractors C. Landscape Architect. d. City of Fort Collins representatives. e. Utility Companies f. City of Fort Collins Traffic Control provider. f. Others as requested by the Contractor, Owner, or Designer. 2. Unless previously submitted to the City, the Contractor shall bring to the conference a tentative schedule of the construction project, including in the schedule shop drawings and other submittals. Any submittals requiring long lead times and therefore must be ex- pedited shall be submitted at the pre -construction conference, or as soon thereafter as possible. 3. The purpose of the conference is to designate responsible personnel and establish a work- ing relationship. Matters requiring coordination will be discussed and procedures for handling such matters established. The agenda will include: a. Contractor's tentative Schedule. b. Permit applications and submittals, including Dewatering Permit, Erosion and Sediment Control Plan, and Traffic Control Plan, etc. C. Transmittal, review and distribution of Contractor's submittals. d. Processing applications for payment. e. Maintaining record documents. f. Critical work sequencing. g. Field decision and change orders. h. Use of premises, staging area, security, housekeeping, and City's needs. i. Contractor's assignment of safety and first aid. j. Traffic control coordination. B. Construction Progress Meetings: Progress meetings will be conducted weekly or at some other frequency, if approved by the Owner's Representative. These meetings shall be attended by the Owner, the Contractor's representative and any others invited by these people. 1. The Contractor shall conduct the meeting. The Owner shall provide meeting minutes after each weekly meeting to document the items discussed during the meeting. 2. The agenda of these project meetings will include construction progress, the status of submittal reviews, the status of information requests, critical work sequencing, review of strategies for connections into existing facilities, status of field orders and change orders, and any general business. 3. The Contractor will prepare a "two (2) week look ahead" schedule to facilitate coordination of work items. 1.7 MODIFICATIONS TO TIME OF COMPLETION IN THE APPROVED SCHEDULE A. The date of beginning and the time for completion of the work are essential conditions of the Contract Documents and the work embraced shall be commenced on a date no later than that specified in the Notice to Proceed. PROJECT MANAGEMENT AND COORDINATION 01310 - 3 College Ave. - Harmony Rd. Landscape & Urban Design Improvements B. The Contractor will proceed with the work at such rate of progress to ensure full completion within the contract time. It is expressly understood and agreed by and between the Contractor and the Owner that the contract time for the completion of the work described herein is a reasonable time, taking into consideration the climatic and other factors prevailing in the locality of the work. C. Every effort shall be made by the Contractor to complete the project within the "Contract Time" shown in the proposal. The "Contract Time" anticipates "Normal" weather and climate conditions in and around the vicinity of the Project site during the times of year that the construction will be carried out. Extensions of time based upon weather conditions shall be granted only if the Contractor demonstrates clearly that such conditions were "unusually severe," would not have been reasonably anticipated, and that such conditions adversely affected the Contractor's work and thus required additional time to complete the work. D. The following specifies the procedure for the determination of time extensions for unusually severe weather. The listing below defines the anticipated number of calendar days lost to adverse weather for each month and is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the geographic location of the project. Monthly Anticipated Calendar Days Lost to Adverse Weather Conditions JAN FEB MAR APR MA JUN JUL AUG SEP OCT NOV DEC (7) (4) (4) (4) (6) (3) (4) (2) (3) (3) (2) (5) The above schedule of anticipated adverse weather will constitute the base line for monthly (or portion thereof) weather time evaluations. Upon acknowledgment of the Notice to Proceed and continuing throughout the contract on a monthly basis, actual adverse weather days and the im- pact of adverse weather days that delay the work will be recorded on a day-to-day basis. It is assumed that the work will be carried out Mondays through Fridays (holidays excepted) unless an approved construction schedule or written authorization from the Owner indicates otherwise. The number of days of delayed work due to adverse weather or the impact thereof will then be compared to the monthly adverse weather schedule above. An actual adverse weather day must prevent work for 50 percent or more of the Contractor's workday, delay work critical to the timely completion of the project, and be documented by the Contractor. The City Representative observing the construction shall determine on a daily basis whether or not work can proceed or if work is delayed due to adverse weather or the effects thereof. The Contractor shall notify the Owner's Representative in writing of any disagreement as to wheth- er or not work can proceed on a given date, within two (2) calendar days of that date. The Owner will use the above written notification in determining the number of working days for which work was delayed during each month. At the end of each month, if the number of working days for which work was delayed due to adverse weather exceeds that shown in the above schedule, a Change Order will be executed which increases the Contract Time. The number of work days delayed due to adverse weather or the impact thereof will then be converted to Calendar Days based on the contract completion day and date. This conversion assumes a 5-day work week, Mondays through Fridays, holidays excepted; should the Contractor have authorization to work weekends and/or holidays, then the method of conversion of workdays to calendar days would take this into consideration. The PROJECT MANAGEMENT AND COORDINATION 01310 - 4 2. Content: Types of items requiring marking include, but are not limited to, the following: a. Dimensional changes to Drawings. b. Revisions to details shown on Drawings. C. Locations and depths of underground utilities. d. Revisions to routing of piping and conduits. e. Actual equipment locations. f. Changes made by Change Order or Work Change Directive. g. Changes made following Owner's Representative written orders. h. Details not on the original Contract Drawings. i. Field records for variable and concealed conditions. j. Record information on the Work that is shown only schematically. 3. Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. If Shop Drawings are marked, show cross- reference on the Contract Drawings. 4. Mark record sets with erasable, red -colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location. 5. Mark important additional information that was either shown schematically or omitted from original Drawings. 6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable. B. Record CAD Drawings: Immediately before inspection for Certificate of Substantial Completion, review marked -up Record Prints with Owner's Representative. When authorized, prepare a full set of corrected CAD Drawings of the Contract Drawings, as follows: 1. Format: Same CAD program, version, and operating system as the original Contract Drawings. 2. Incorporate changes and additional information previously marked on Record Prints. Delete, redraw, and add details and notations where applicable. 3. Refer instances of uncertainty to Owner's Representative for resolution. 4. Owner's representative will furnish Contractor one set of CAD Drawings of the Contract Drawings for use in recording information. a. Owner's Representative makes no representations as to the accuracy or completeness of CAD Drawings as they relate to the Contract Drawings. b. CAD Software Program: The Contract Drawings are available in AutoCAD, release as required by Contractor. C. Format: Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. 1. Record Prints: Organize Record Prints and newly prepared Record Drawings into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets. 2. Record Transparencies: Organize into unbound sets matching Record Prints. Place transparencies in durable tube -type drawing containers with end caps. Mark end cap of each Page -18- College Ave. - Harmony Rd. Landscape & Urban Design Improvements contract time period will then be increased by the number of calendar days calculated above and a new contract completion day and date will be set. The Contractor's schedule must reflect the above -anticipated adverse weather delays on all weather -dependent activities. While extensions of time shall be granted for "unusually severe" weather or climate conditions, the Owner shall make no monetary compensation for any costs to the Contractor arising out of such delays. The Contractor shall comply with the portions of the Contract Documents relating to his project schedule and amendments thereto which result from the "unusually severe" weather condition. Breakdowns in equipment or lack of performance by the Contractor will not be considered jus- tification for an extension of time. Liquidated damages will be assessed as delineated else- where. The Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of the work is due to the following, and the Contractor has promptly given writ- ten notice of such delay to the Owner's Representative. To any preference, priority, or allocation order duly issued by the Owner. To unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including but not restricted to, acts of God, or of the public enemy, acts of the Owner, acts of another Contractor in the performance of a contract with the Owner, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and abnormal and unforeseeable weather as provided above; and To any delays of Subcontractors occasioned by any of the causes specified in paragraphs 1 and 2, above. 1.8 REQUESTS FOR INTERPRETATION (RFIs) A. Procedure: Immediately on discovery of the need for interpretation of the Contract Documents, and if not possible to request interpretation at Project meeting, prepare and submit an RFI in the form specified. 1. RFIs shall originate with Contractor. RFIs submitted by entities other than Contractor will be returned with no response. 2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors. B. Content of the RFI: Include a detailed, legible description of item needing interpretation and the following: 1. Project name. 2. Date. 3. Name of Contractor. 4. RFI number, numbered sequentially. 5. Specification Section number and title and related paragraphs, as appropriate. 6. Drawing number and detail references, as appropriate. 7. Field dimensions and conditions, as appropriate. PROJECT MANAGEMENT AND COORDINATION 01310 - 5 College Ave. - Harmony Rd. Landscape & Urban Design Improvements 8. Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time or the Contract Sum, Contractor shall state impact in the RFI. 9. Contractor's signature. 10. Attachments: Include Drawings, descriptions, measurements, photos, Product Data, Shop Drawings, and other information necessary to fully describe items needing interpretation. a. Supplementary drawings prepared by Contractor shall include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments. C. Software -Generated RFIs: Software -generated form with substantially the same content as indicated above. I . Attachments shall be electronic files in Adobe Acrobat PDF format. D. Owner's Representative Action: Owner's Representative will review each RFI, determine action required, and return it. Allow five (5) working days for Owner's Representative response for each RFI. RFIs received after 1:00 p.m. will be considered as received the following working day. The following RFIs will be returned without action: a. Requests for approval of submittals. b. Requests for approval of substitutions. C. Requests for coordination information already indicated in the Contract Documents. d. Requests for adjustments in the Contract Time or the Contract Sum. e. Requests for interpretation of Owner's Representative actions on submittals. f. Incomplete RFIs or RFIs with numerous errors. 2. Owner's Representative action may include a request for additional information, in which case Owner's Representative time for response will start again. 3. Owner's Representative action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Division 1 Section "Contract Modification Procedures." a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Owner's Representative in writing within five (5) days of receipt of the RFI response. E. On receipt of Owner's Representative action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Owner's Representative within three (3)'days if Contractor disagrees with response. F. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Include the following: 1. Project name. 2. Name and address of Contractor. 3. Name and address of Owner's Representative. 4. RFI number including RFIs that were dropped and not submitted. PROJECT MANAGEMENT AND COORDINATION 01310 - 6 College Ave. - Harmony Rd. Landscape & Urban Design Improvements 5. RFI description. 6. Date the RFI was submitted. 7. Date Owner's Representative response was received. 8. Identification of related Field Order, Work Change Directive, and Proposal Request, as appropriate. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01310 PROJECT MANAGEMENT AND COORDINATION 01310 - 7 College Ave. - Harmony Rd. Landscape & Urban Design Improvements SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes requirements for temporary utilities, support facilities, and security and protection facilities. B. Related Sections include the following: 1. Division 1 Section "Summary" for limitations on utility interruptions and other work restrictions. 2. Division 1 Section "Submittal Procedures" for procedures for submitting copies of implementation and termination schedule and utility reports. 3. Reference City of Fort Collins standard specifications as required. 1.3 DEFINITIONS A. Permanent Enclosure: As determined by Owner's Representative, permanent or temporary roofing is complete, insulated, and weather tight; exterior walls are insulated and weather tight; and all openings are closed with permanent construction or substantial temporary closures. 1.4 USE CHARGES A. General: Cost or use charges for temporary facilities shall be included in the Contract Sum. Allow other entities to use temporary services and facilities without cost, including, but not limited to, Owner's Representative, testing agencies, and authorities having jurisdiction. B. Sewer Service: N/A. C. Water Service: Pay water service use charges for water used by all entities for construction operations. A meter will be available from the City of Fort Collins Utilities department. Use existing fire hydrant as directed by Project Manager. D. Electric Power Service: Pay electric power service use charges for electricity used by all entities for construction operations. Coordinate temporary service with City of Fort Collins Light & Power — 970.221.6700. TEMPORARY FACILITIES AND CONTROLS 01500 - 1 College Ave. - Harmony Rd. Landscape & Urban Design Improvements 1.5 SUBMITTALS A. Site Plan: Show temporary facilities, utility hookups, staging areas, project signage location, and parking areas for construction personnel. 1.6 QUALITY ASSURANCE A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. PART 2 - PRODUCTS 2.1 MATERIALS A. Materials for staging area (portable chain link fence, etc.) will be incidental to the work. 2.2 TEMPORARY FACILITIES A. Field Offices: not required. 2.3 EQUIPMENT A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. 2.4 PROJECT SIGN A. Sign: Project sign will be provided by the City's General Contractor for the improvements associated with the roadway project. Landscape Contractor shall not be required to provide additional signage. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work. B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. TEMPORARY FACILITIES AND CONTROLS 01500 - 2 College Ave. - Harmony Rd. Landscape & Urban Design Improvements 3.2 TEMPORARY UTILITY INSTALLATION 3.3 3.4 A. General: Install temporary service or connect to existing service. 1. Arrange with utility company, City of Fort Collins, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services. B. Sewers and Drainage: N/A. C. Water Service: Use of Owner's existing water service facilities (hydrant) will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to the City of Fort Collins. At Substantial Completion, restore these facilities to condition existing before initial use. Obtain temporary meter from City of Fort Collins Utilities department. D. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities. E. Electric Power Service: Provide electric power service and distribution system of sufficient size, capacity, and power characteristics required for construction operations. See Section 02810 — Sprinkler Irrigation for power requirements. Contact City of Fort Collins Light & Power Department a minimum of two (2) weeks for any utility interruptions. F. Lighting: N/A. SUPPORT FACILITIES INSTALLATION A. Traffic Controls: Comply with Manual on Uniform Traffic Control Devices and Larimer County Urban Area Street Standards. All traffic control to be provided by the Contractor. 1. Protect existing site improvements to remain including curbs, pavement, and utilities. 2. Maintain access for fire -fighting equipment and access to fire hydrants. B. Parking: Parking areas for construction personnel will be provided in staging areas indicated on the plans. C. Project Identification and Temporary Signs: Project identification sign to be installed (and removed at project completion) by the City of Fort Collins or the roadway General Contractor. D. Waste Disposal Facilities: Provide waste -collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction. SECURITY AND PROTECTION FACILITIES INSTALLATION A. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. TEMPORARY FACILITIES AND CONTROLS 01500 - 3 College Ave. - Harmony Rd. Landscape & Urban Design Improvements Comply with work restrictions specified in Division 1 Section "Summary." B. Temporary Erosion and Sedimentation Control: It shall be the responsibility of the Contractor to coordinate with Lafarge — North America, to transfer the portions of the existing Stormwater management Plan that pertain to this contract. Provide measures to prevent soil erosion and discharge of soil -bearing water runoff and airborne dust to adjacent properties and walkways, roadways, according to requirements of authorities having jurisdiction. LaFarge — North America, has previously installed the temporary erosion and sedimentation control as part of the roadway improvements scope. This contract shall be responsible for maintaining and repair these existing measures throughout the construction associated with the landscape and urban design improvements. 3.5 OPERATION, TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses. B. Maintenance: Maintain facilities in good operating condition until removal. Maintain operation of temporary enclosures, and similar facilities on a twenty-four (24) hour basis where required to achieve indicated results and to avoid possibility of damage. C. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are property of Contractor. Owner reserves right to take possession of Project identification signs. 2. Where area is intended for landscape development, remove soil and aggregate fill that do not comply with requirements for fill or subsoil or as described on the Drawings. 3. Remove materials contaminated with road oil, asphalt and other petrochemical compounds, and other substances that might impair growth of plant materials or lawns. 4. Repair or replace street paving, curbs, and sidewalks at temporary entrances, as required by authorities having jurisdiction or those areas that are damaged by this construction contract. 5. At Substantial Completion, comply with final cleaning requirements specified in Division 1 Section "Closeout Procedures." END OF SECTION 01500 TEMPORARY FACILITIES AND CONTROLS 01500 - 4 College Ave. - Harmony Rd. Landscape & Urban Design Improvements SECTION 02930 - EXTERIOR PLANTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Trees. 2. Shrubs. 3. Ornamental Grass. 4. Perennials. 5. Tree stabilization (tree staking). 6. Organic mulch. 7. In -organic (Rock) mulch. 8. Weed barrier. 9. Planting Mix — topsoil/organic amendment/onsite soils. 10. Landscape headers (steel edging). 11. Warranty. 12. Maintenance. B. Related Sections: 1. Division 2 Section "Lawns and Grasses" for turf. 2. Division 2 Section "Irrigation System". 1.3 UNIT PRICES A. Work of this Section is affected by Unit Prices specified in Division 1 Section "Unit Prices." 1. Unit prices apply to authorized work covered by quantity allowances. 2. Unit prices apply to additions to and deletions from Work as authorized by Change Orders. 1.4 DEFINITIONS A. Backfill: The earth used to replace or the act of replacing earth in an excavation. B. Balled and Burlapped Stock: Exterior plants dug with firm, natural balls of earth in which they are grown, with ball size not less than diameter and depth recommended by ANSI Z60.1 for type and size of tree or shrub required; wrapped, tied, rigidly supported, and drum laced as recommended by ANSI Z60.1. EXTERIOR PLANTS 02930 - 1 College Ave. - Harmony Rd. Landscape & Urban Design Improvements C. Balled and Potted Stock: Exterior plants dug with firm, natural balls of earth in which they are grown and placed, unbroken, in a container. Ball size is not less than diameter and depth recommended by ANSI Z60.1 for type and size of exterior plant required. D. Clump: Where three (3) or more young trees were planted in a group and have grown together as a single tree having three (3) or more main stems or trunks. E. Container -Grown Stock: Healthy, vigorous, well -rooted exterior plants grown in a container with well -established root system reaching sides of container and maintaining a firm ball when removed from container. Container shall be rigid enough to hold ball shape and protect root mass during shipping and be sized according to ANSI Z60.1 for type and size of exterior plant required. F. Finish Grade: Elevation of finished surface of planting soil. G. Multi -Stem: Where three or more main stems arise from the ground from a single root crown or at a point right above the root crown. H. Sub -grade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill, before placing planting soil. I. Sub -soil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic matter and soil organisms. 1.5 SUBMITTALS A. Product Data: For each type of product indicated. B. Samples for Verification: For each of the following: 1. 1 lb. of in -organic (rock) mulch for each type, color and texture of stone required, in labeled plastic bags. Provide name of Supplier and product name. 2. Samples of proposed organic mulch type NOT required. Material specified shall be provided by the City of Fort Collins Forestry Division. See 2.06 Mulches, this section for additional information. 3. Imported Topsoil (for planting pits): Submit sample in a plastic baggie. Provide product type, supplier and phone number. Product delivered to site shall match the submitted sample. Submit delivery receipts to Owner's Representative for review. 4. Annual Planting Bed & Planter Pot Soil Mix: Submit sample in a plastic baggie. Provide product type, supplier and phone number. Product delivered to site shall match the submitted sample. Submit delivery receipts to Owner's Representative for review 5. Organic Amendment: Submit sample in a plastic baggie. Product delivered to site shall match the submitted sample. Submit organic amendment delivery receipts to Owner's Representative for review. 6. Organic Amendment Analysis: Submit copies of amendment analysis from qualified soil testing laboratory. 7. Weed barrier: Submit brand name and model number/name of proposed weed barrier to be used. 8. Tree Stakes, Webbing and Rubber Protective Cap: Submit sample of each. EXTERIOR PLANTS 02930 - 2 College Ave. - Harmony Rd. Landscape & Urban Design Improvements C. Product Certificates: For each type of manufactured product, from Manufacturer, and complying with the following: Manufacturer's certified analysis for standard products. Analysis of other materials by a recognized laboratory made according to methods established by the Association of Official Analytical Chemists, where applicable. D. Planting Schedule: Indicating anticipated planting dates for exterior plants. E. Warranty: Sample of warranty. 1.6 QUALITY ASSURANCE A. Installer Qualifications: A qualified landscape installer whose work has resulted in successful establishment of exterior plants. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when planting is in progress. B. Topsoil Analysis: Furnish soil analysis by a qualified soil -testing laboratory stating percentages of organic matter; gradation of sand, silt, and clay content; cation exchange capacity; sodium absorption ratio; deleterious material; pH; and mineral and plant -nutrient content of topsoil. C. Provide quality, size, genus, species, and variety of exterior plants indicated, complying with applicable requirements in ANSI Z60.1, "American Standard for Nursery Stock." D. Tree and Shrub Measurements: Measure according to ANSI Z60.1 with branches and trunks or canes in their normal position. Do not prune to obtain required sizes. Take caliper measurements 6 inches above the ground for trees up to four -inch (4") caliper size, and twelve inches (12") above the ground for larger sizes. Measure main body of tree or shrub for height and spread; do not measure branches or roots tip -to -tip. E. Observation: The City of Fort Collins' Forestry Department Representative will observe trees and shrubs either at place of growth or at site before planting for compliance with requirements for genus, species, variety, size, and quality. Representative retains right to observe trees and shrubs further for size and condition of balls and root systems, insects, injuries, and latent defects and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from Project site. Notify Forestry Department Representative of sources of planting materials seven (7) days in advance of delivery to site. 1.7 DELIVERY, STORAGE, AND HANDLING A. Do not prune trees and shrubs before delivery except as approved by the Forestry Department's Representative. Protect bark, branches, and root systems from sun scald, drying, sweating, whipping, and other handling and tying damage. Do not bend or bind -tie trees or shrubs in such a manner as to destroy their natural shape. Provide protective covering of exterior plants during delivery. Do not drop exterior plants during delivery and handling. EXTERIOR PLANTS 02930 - 3 container with identification. If container does not include a complete set, identify Drawings included. 3. Record CAD Drawings: Organize CAD information into separate electronic files that correspond to each sheet of the Contract Drawings. Name each file with the sheet identification. Include identification in each CAD file. 4. Identification: As follows: a. Project name. b. Date. C. Designation "PROJECT RECORD DRAWINGS." d. Name of Owner's Representative. e. Name of Contractor. 2.2 RECORD SPECIFICATIONS A. Preparation: Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. For each principal product, indicate whether Record Product Data has been submitted in operation and maintenance manuals instead of submitted as Record Product Data. 3. Note related Change Orders and Record Drawings where applicable. 2.3 RECORD PRODUCT DATA A. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation. 3. Note related Change Orders and Record Drawings where applicable. 2.4 MISCELLANEOUS RECORD SUBMITTALS A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. Page -19- College Ave. - Harmony Rd. Landscape & Urban Design Improvements B. Handle planting stock by root ball. C. Deliver exterior plants after preparations for planting have been completed and install immediately. If planting is delayed more than six hours after delivery, set exterior plants and trees in shade, protect from weather and mechanical damage, and keep roots moist. 1. Set balled stock on ground and cover ball with soil, peat moss, sawdust, or other acceptable material. 2. Do not remove container -grown stock from containers before time of planting. 3. Water root systems of exterior plants stored on -site with a fine -mist spray. Water as often as necessary to maintain root systems in a moist condition. 1.8 PROJECT CONDITIONS A. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit planting to be performed according to manufacturer's written instructions and warranty requirements. B. Coordination with native seeding operations: Plant trees and shrubs after finish grades are established and before native seeding unless otherwise acceptable to Owner's Representative. When planting trees and shrubs after native seeding has been completed., protect areas and promptly repair damage caused by planting operations. 1.9 INSPECTIONS A. Site Inspection: Contractor will inspect existing site conditions and note irregularities affecting the work of this section. Verify that grading operations have been satisfactorily completed and that topsoil of adequate quantity and quality has been placed in areas as specified. Verify that the areas to be -re -vegetated are protected from concentrated runoff and sediment from adjacent areas. Note previous treatments to the areas such as temporary seeding or mulching and discuss with the Owner's Representative how these treatments will affect permanent re -vegetation. Report irregularities affecting work of this section to the Owner's Representative before initiating work. When the Contractor begins work under this section, it implies acceptance of existing conditions. Contractor shall notify Owner's Representative prior to start of work. B. Pre -planting Inspections: Plant material shall be inspected by an Owner's Representative before planting. Inspection of materials may be sequenced by major planting areas to accommodate efficient planting operations. Plants for inspection must be in a single location preferably on the project site. Rejected materials must be removed from the site, replaced and re- inspected before planting. If the . supplier is a local nursery, tagged plants may be inspected at the nursery. Photographs of the plant materials to be obtained from non - local sources may be submitted to the Owner's Representative for preliminary inspection. This preliminary inspection is subject to final approval of plants at the job site. The EXTERIOR PLANTS 02930 - 4 College Ave. - Harmony Rd. Landscape & Urban Design Improvements Owner's Representative reserves the right to reject plant material at any stage of construction or warranty period. Soil amendments, backfill mixes and mulches will be inspected at the site by the Owner's Representative before they are used in planting operations. Obtain Owner's Representatives review of staked locations of trees before digging for those plants occurs. Obtain Owner's Representatives review of the location of shrubs in their containers at the proposed locations before digging commences. Contact Owner's Representative at least two (2) days in advance. C. Substantial Completion Inspection: As soon as all planting is completed, a review and preliminary inspection to determine the condition of the vegetation will be held by the Owner's Representatives upon request by the Contractor. The inspection will occur only after the following conditions have been met: a. Landscape areas will be free of weeds and neatly cultivated; b. Plant basins shall be in good repair; C. Irrigation systems shall be fully operational with heads properly adjusted; d. Debris and litter shall be cleaned up and walkways and curbs shall be cleaned of soil and debris left from planting operations. 3. If, after the inspection, the Owner's Representative is of the opinion that the work has been performed as per the Contract Documents, and that the vegetation is in satisfactory growing condition, he will give the Contractor Written Notice of Acceptance and the Warranty period shall begin. 4. Work requiring corrective action in the judgment of the Owner's Representative shall be performed within the first ten (10) days of the warranty period. Any work not performed within this time will require an equivalent extension of the warranty period. Corrective work and materials replacement shall be in accordance with the Contract Documents, and shall be made by the Contractor at no cost to the Owner. 5. On occasion, cold weather may preclude the opportunity to replace dead plants, or the contractor may request replacement to be delayed to the following spring. The Owner's Representative may grant this extension. In the event an extension is granted, the replacement plants shall be installed no later than May 15th, and the warranty shall be extended to November 15th of the same year (one (1) growing season). 6. Final approval and Substantial Completion notice will be given when all deficiencies are corrected. 1.10 WARRANTY A. Warranty: Installer's standard form in which Installer agrees to repair or replace plantings and accessories that fail in materials, workmanship, or growth within specified warranty period. Failures include, but are not limited to, the following: a. Death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, abuse by Owner, or incidents that are beyond Contractor's control. b. Structural failures including plantings falling or blowing over. EXTERIOR PLANTS 02930 - 5 College Ave. - Harmony Rd. Landscape & Urban Design Improvements C. Faulty operation of tree stabilization. d. Deterioration of metals, metal finishes, and other materials beyond normal weathering. 2. Warranty Periods from Date of Substantial Completion: a. Trees, Shrubs and Ornamental Grasses: Two (2) years. Include the following remedial actions as a minimum: a. Remove dead exterior plants immediately. Replace immediately unless required to plant in the succeeding planting season. b. Replace exterior plants that are more than twenty-five percent (25%) dead or in an unhealthy condition at end of warranty period. C. Provide extended warranty for replaced plant materials; warranty period equal to original warranty period. 1.11 MAINTENANCE SERVICE A. Maintenance Service for Plant Material: Provide full maintenance by skilled employees of landscape Installer from initial installation thru Substantial Completion only. Individual property Owner's maintenance companies or the City of Fort Collins maintenance provider, will be maintaining (mowing, trimming, weeding, mulch replacement and irrigating) beyond Substantial Completion. Installation contractor will held to the provisions described in 1.10 Warranty above. PART 2 - PRODUCTS 2.01 TREE AND SHRUB MATERIAL A. General: Furnish nursery -grown trees and shrubs complying with ANSI Z60.1, with healthy root systems developed by transplanting or root pruning. Provide well -shaped, fully branched, healthy, vigorous stock free of disease, insects, eggs, larvae, and defects such as knots, sun scald, injuries, abrasions, and disfigurement. B. Provide trees and shrubs of sizes, grades, and ball or container sizes complying with ANSI Z60.1 for types and form of trees and shrubs required. Trees and shrubs of a larger size may be used if acceptable to Owners Representative, with a proportionate increase in size of roots or balls. C. Root -Ball Depth: Furnish trees and shrubs with root balls measured from top of root ball, which shall begin at root flare according to ANSI Z60.1 EXTERIOR PLANTS 02930 - 6 College Ave. - Harmony Rd. Landscape & Urban Design Improvements 2.02 STREET AND FLOWERING TREES A. Street Trees: Single -stem trees with straight trunk, well-balanced crown, and intact leader, of height and caliper indicated, complying with ANSI Z60.1 for type of trees required. Provide balled and burlapped, spaded trees as specified on the Plant List on the Drawings. B. Ornamental Trees: Branched or pruned naturally according to species and type, with relationship of caliper, height, and branching according to ANSI Z60.1; stem form as follows: 1. Stem Form: Single trunk or Multi -trunk clump, see Plant List on the Drawings. 2. Provide balled and burlapped, container -grown, spaded trees as specified on the Plant List on the Drawings. 2.03 DECIDUOUS SHRUBS A. Form and Size: Shrubs with not less than the minimum number of canes required by and measured according to ANSI Z60.1 for type, shape, and height of shrub. Provide container -grown shrubs. 2.04 ORNAMENTAL GRASSES A. Provide healthy, disease -free plants of species and variety shown or listed, with well -established root systems reaching to sides of the container to maintain a firm ball, but not with excessive root growth encircling the container. Provide only plants that are acclimated to outdoor conditions before delivery. B. Plants: Provide healthy, field -grown plants from a commercial nursery, of species and variety shown or listed, complying with requirements in ANSI Z60.1. Size of plants/containers as specified on the Plant List located on the Drawings. 2.05 PLANTING MIX A. Topsoil: ASTM D 5268, pH range of 5.5 to 7, a minimum of four percent (4%) organic material content; free of stones one inch (1") or larger in any dimension and other extraneous materials harmful to plant growth. Submit a minimum of two (2) samples of soil to the Colorado State University Soil Testing laboratory for analysis and fertilizer recommendations. Samples shall be taken from widely varying sections of the site. Supplement with imported or manufactured topsoil from off -site sources when quantities are insufficient. Obtain topsoil displaced from naturally well -drained construction or mining sites where topsoil occurs at least four inches (4") deep; do not obtain from agricultural land, bogs or marshes. Topsoil shall be incidental to the installation of the plant material. B. Organic Soil Amendment (Compost): EXTERIOR PLANTS 02930 - 7 College Ave. - Harmony Rd. Landscape & Urban Design Improvements Organic Amendment shall be Class 1, meeting the specifications and guidelines established by the Rocky Mountain Organics Council. C. Planting Pit Backfill Soil Mix: Two (2) parts on -site soil, one (1) part imported topsoil / organic soil amendment. D. Annual Bed and Planter Pot Soil Mix: Contractor to provide commercially available "planters mix" to a compacted depth as described on the drawings. Provide analysis / description of material for Owner's Representative review, prior to installation. 2.06 MULCHES A. Organic Mulch: Free from deleterious materials and suitable as a top dressing of trees and shrubs, consisting of the following: Type 1: Ground or shredded — no weed barrier required. a. Organic mulch material to be provided by the City of Fort Collins Forestry Division, located at Parks Maintenance Shop, 413 S. Bryan Avenue (near the City Park Golf Course), Fort Collins, 80521. Contact the City Forester (Tim Buchanan) at 970.221.6361, to schedule material pickup. City will load the material into the Contractors vehicle for transport to the site. Contractor's itemized pricing to include Contractor pickup at the above address, hauling material to the site and installation only. 2. Type 2: Shredded cedar — no weed barrier required. B. In -organic (Rock) Mulch: Hard, durable stone, washed free of loam, sand, clay, and other foreign substances, of following type, size range, and color: Type 1 (weed barrier required): a. Rounded river rock / cobble. b. Size Range: 100% - 3" (minimum) to 6". C. Color: Tan -beige color range. (No pinks, blacks, reds or whites) 2. Type 2 (weed barrier required): a. Rounded river rock / cobble. b. Size Range: 100% - 6" to 12" C. Color: Tan -beige color range. (NO pinks, blacks, reds or whites) 3. Type 3 (weed barrier required): a. Rounded river rock / cobble. b. Size Range: 100% - 6" to 12" C. Color: Pinks, blacks, reds and whites to match the existing. 2.07 WEED -CONTROL BARRIERS A. Mirafi 140, Typar 3341, or Polyspun 300 or approved equivalent. EXTERIOR PLANTS 02930 - 8 College Ave. - Harmony Rd. Landscape & Urban Design Improvements 2.08 TREE STABILIZATION MATERIALS A. Tree Stakes — Eight foot (8') long, metal `t' stakes with Rubber End Protectors. B. Guy Anchors — N/A. C. Guying and Staking Cord - 14AWG wire with 1/2" X 12" PVC sleeves. D. Webbing: 2" nylon webbing. Hose is not permitted. 2.09 LANDSCAPE HEADERS A. Steel Header: Standard commercial -steel header, rolled edge, fabricated in sections of standard lengths, with loops stamped from or welded to face of sections to receive stakes. 1. Manufacturers: Ryerson or approved substitute. 2. Header Size: 1/8 inch wide by 4 inches deep. 3. Stakes: Tapered steel, a minimum of twelve inches (12"). 4. Accessories: Standard tapered ends, corners, and splicers. 5. Finish: Standard green paint. 2.10 MISCELLANEOUS PRODUCTS A. Trunk -Wrap Tape: Two (2) layers of crinkled paper cemented together with bituminous material, 4-inch wide minimum, with stretch factor of thirty-three percent (33%). B. Planter Pot Filter Fabric: Woven or nonwoven geo-textile manufactured for separation applications and made of polypropylene, polyolefin, or polyester fibers or combination of them. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas to receive exterior plants for compliance with requirements and conditions affecting installation and performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Protect structures, utilities, sidewalks,, pavements, and other facilities, and lawns and existing exterior plants from damage caused by planting operations. B. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways. EXTERIOR PLANTS 02930 - 9 College Ave. - Harmony Rd. Landscape & Urban Design Improvements C. Lay out exterior plants at locations directed by Owner's Representative. Stake locations of individual trees and shrubs and outline areas for multiple plantings. D. Trunk Wrapping: Inspect tree trunks for injury, improper pruning, and insect infestation; take corrective measures required before wrapping. Wrap all deciduous single trunk trees with trunk -wrap tape. Start at base of trunk and spiral cover trunk to height of first branches. Overlap wrap, exposing half the width, and securely attach without causing girdling. 3.3 PLANTING BED ESTABLISHMENT A. Loosen subgrade of planting beds to the depths detailed on the Drawings. Remove stones larger than two (2) inches in any dimension and sticks, dirt clods, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. 1. Spread topsoil / backfill mix and thoroughly blend planting soil mix. B. Finish Grading: Grade planting beds to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. C. Before planting, restore planting beds if eroded or otherwise disturbed after finish grading. 3.4 EXCAVATION FOR TREES AND SHRUBS A. Pits and Trenches: Excavate circular pits with sides sloped inward. Trim base leaving center area, raised slightly to support root ball and assist in drainage. Do not further disturb base. Scarify sides of plant pit smeared or smoothed during excavation. Excavate approximately two (2) times as wide as ball diameter for balled and burlapped stock. B. Sub -soil removed from excavations may be used as backfill. C. Obstructions: Notify Owner's Representative if unexpected rock or obstructions detrimental to trees or shrubs are encountered in excavations. D. Drainage: Notify Owner's Representative if subsoil conditions evidence unexpected water seepage or retention in tree or shrub pits. Fill excavations with water and allow to percolate away before positioning trees and shrubs. 3.5 TREE AND SHRUB PLANTING A. Before planting, verify that root flare is visible at top of root ball according to ANSI Z60.1. B. Set balled and burlapped stock plumb and in center of pit or trench with top of root ball two inches (2") adjacent finish grades. EXTERIOR PLANTS 02930 - 10 College Ave. - Harmony Rd. Landscape & Urban Design Improvements Remove burlap from tops of root balls and partially from sides, but do not remove from under root balls. Remove upper half of wire basket. Remove pallets, if any, before setting. Do not use planting stock if root ball is cracked or broken before or during planting operation. Place planting soil mix around root ball in layers, tamping to settle mix and eliminate voids and air pockets. When pit is approximately one-half backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more water is absorbed. Water again after placing and tamping final layer of planting soil mix. C. Set container -grown stock plumb and in center of pit or trench with top of root ball two inches (2") above adjacent finish grades. 1. Carefully remove root ball from container without damaging root ball or plant. 2. Place planting soil mix around root ball in layers, tamping to settle mix and eliminate voids and air pockets. When pit is approximately one-half backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more water is absorbed. Water again after placing and tamping final layer of planting soil mix. D. Trunk Wrapping: Inspect tree trunks for injury, improper pruning, and insect infestation; take corrective measures required before wrapping. Wrap trees of two-inch (2") caliper and larger with trunk -wrap tape in the Fall of 2010. Start at base of trunk and spiral cover trunk to height of first branches. Overlap wrap, exposing half the width, and securely attach without causing girdling. 3.6 TREE AND SHRUB PRUNING A. Remove only dead, dying, or broken branches. Do not prune for shape. 3.7 PLANT PLANTING A. Planting Beds Staking - Prior to planting, stake, flag, or paint proposed beds scaling off the plans to determine bed configuration and size. Contact the Owner's Representative for review of extent and configuration. B. Prepare soil as per Section 3.3 under Planting Bed Establishment. C. Layout all planting pots prior to planting. Space plants equally within beds to ensure a uniform appearance. Remove all pots prior to planting including peat pots. D. Plant all plant material so that the plants are flush with finish grade (top of mulch) when complete. This will require slightly mounding each plant. Lightly compact soil around base of plant to ensure adequate root/ soil contact. Do not vigorously compact. E. Re-establish fine grade by hand raking or smoothing grade by hand prior to placing mulch. F. Apply specified mulch taking care not to damage plants. Clear excess mulch from plant foliage. EXTERIOR PLANTS 02930 - 11 College Ave. - Harmony Rd. Landscape & Urban Design Improvements 3.8 PLANTING IN PLANTER POTS A. Place a layer of drainage gravel at least 4 inches thick in bottom of planters, cover with filter fabric, and fill with specified mix. Place planter mix soil in lightly compacted layers to an elevation of 1-1/2 inches below top of planter, allowing natural settlement. 3.9 HEADER INSTALLATION A. Steel Header: Install by laying out beds scaled from the Drawings. Stake, flag, or paint proposed beds prior to installation of header and obtain review of Owner's Representative of layout prior to installation. Install header plumb with grade and stake at minimum ten (10) foot intervals. Establish top of header one inch (1 ") above finish grade in turf areas. Install using straight lines or long smooth curves. Provide v-shaped drainage openings two inches (2") wide and one inch (1") depth at low points in the bed, at outlet point for drainage appurtenances such as downspouts including overflow drains and at ten (10) foot intervals maximum. Do not install steel header around mulch rings in lawn areas. B. Concrete Header: See detail indicated within the drawing package. 3.10 PLANTING BED MULCHING A. Install weed -control barriers before in -organic (rock) mulching (not required in organic mulch areas) according to Manufacturer's written instructions. Completely cover area to be mulched (or as described on the Drawings) overlapping'edges a minimum of twelve inches (12"). Material and Seam Treatment: Non -woven fabric with seams pinned. B. Mulch backfilled surfaces of planting beds and other areas indicated. Provide mulch ring around trees in lawn areas. 1. Organic Mulch: Apply three-inch (3") average thickness of organic mulch, and finish level with adjacent finish grades. Do not place mulch against plant stems. Install organic mulch in all ornamental grass areas or as indicated on the Drawings. Landscape fabric is not required in organic mulch areas. 2. In -organic (Rock) Mulch: Apply three-inch (3") compacted average thickness of rock mulch, and finish level with adjacent finish grades. Do not place mulch against plant stems. Install rock mulch in areas in all deciduous shrub areas. Landscape fabric is required in all in -organic mulch areas. 3. Tree Rings: Apply three-inch (3") average thickness of organic mulch, a minimum of 48" in diameter, and finish level with adjacent finish grades. Do not place mulch against plant stems. Landscape fabric is not required within tree ring areas. EXTERIOR PLANTS 02930 - 12 College Ave. - Harmony. Rd. Landscape & Urban Design Improvements 3.11 PLANT MAINTENANCE A. Tree, Shrub and Ornamental Grass Maintenance: Maintain plantings by pruning, cultivating, water- ing, weeding, fertilizing, restoring planting saucers, adjusting and repairing stakes and guy supports, and resetting to proper grades or vertical position, as required to establish healthy, viable plantings. Spray or treat as required to keep plantings free of insects and disease. Restore or replace damaged tree wrappings. B. Continuously maintain plantings included in the Contract from the beginning of Contract work, dur- ing the progress of work and as described in the provisions stipulated in 1.11, this Section for Main- tenance Service above for median and non -median work. C. The Contractor shall be responsible for resetting of any plants to an upright position or to proper grade in the event of unexpected settlement and for the removal and replacement of any dead plant material. D. Warranty: See 1.10, this Section, for explanation of Contractor's / Installers responsibilities throughout the Warranty period. 3.12 CLEANUP AND PROTECTION A. During planting, keep adjacent paving and construction clean and work area in an orderly condition. B. Protect exterior plants from damage due to landscape operations, operations by other contractors and trades, and others. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged plantings. 3.12 PROJECT RECORD (As -Built Drawing) A. Maintain one (1) complete set of contract documents on site. Keep documents current. Record changes in location, quantity and species of plant material. Submit corrected drawings to the Owner's Representative prior to final inspection. 3.13 DISPOSAL A. Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and debris, and legally dispose of them off Owner's property. END OF SECTION 02930 EXTERIOR PLANTS 02930 - 13 SECTION 01270 - UNIT PRICES PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of contract, including General and Supplementary Conditions, City of Fort Collins Specifications and Standard Drawings and other Division - 1 Specification Sections, apply to this Section. 102 SUMMARY A. This Section specifies administrative and procedural requirements for unit prices. B. A Unit price is an amount proposed by Bidders and stated on the Contractor's submittal of Bid Proposal Form, as a price per unit of measurement for materials or services that will be an added or deductive change to the Grand Total Contract Sum. Unit prices for categories of work contained within Alternates accepted by the City as part of the work shall apply to the contract, and as indicated in the Schedule of Alternates as required. C. Unit prices include all necessary material, labor, overhead, profit and applicable taxes. D. Refer to individual Specification Sections for construction activities requiring the establishment of unit prices, and additional information which describes what the unit prices are to include. E. Unless stated and listed otherwise, add and deductive unit prices shall be the same. On the Bid Proposal Form quantities have been provided. Unit prices contained on the Bid Proposal Form submitted by the Contractor which is awarded the construction contract for the project shall be binding and enforced for the duration of the construction and construction contract between the Owner and Contractor. F. The Owner reserves the right to reject the Contractor's measurement of work -in -place that involves use of established Unit Prices, and to have this work measured by an independent surveyor acceptable to the Contractor at the Owner's expense. PART2-PRODUCTS Not Used. PART 3 - EXECUTION Refer to Bid Form for Supplemental Unit Price Schedule as required. Page -2- PART 3 - EXECUTION 3.1 RECORDING AND MAINTENANCE A. Recording: Maintain one (1) copy of each submittal during the construction period for Project Record Document purposes. Post changes and modifications to Project Record Documents as they occur; do not wait until the end of Project. B. Maintenance of Record Documents and Samples: Store Record Documents and Samples in the field office / at Contractor's main facility, apart from the Contract Documents used for construction. Do not use Project Record Documents for construction purposes. Maintain Record Documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to Project Record Documents for Owner's Representative reference during normal working hours. END OF SECTION 01781 SECTION 01820 - DEMONSTRATION AND TRAINING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for instructing Owners personnel, including the following: Demonstration of operation of systems, subsystems, and equipment. Training in operation and maintenance of systems, subsystems, and equipment. B. Related Sections include the following: 1. Division 1 Section "Project Management and Coordination" for requirements for pre - instruction conferences. 2. Division 2 — Section 02810 — Sprinkler Irrigation System 3. Divisions 2 through 16 - Sections for specific requirements for demonstration and training for products within those sections. Page -20- College Ave. - Harmony Rd. Landscape & Urban Design Improvements SECTION 03300 — CAST IN PLACE CONCRETE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The General Contract Conditions, Drawings, and Division-1 Specification sections apply to Work of this Section. 1.2 SUMMARY A. The work of this section consists of furnishing and placing formwork, shoring, bracing and anchorage, concrete reinforcement, accessories, and placing concrete in connection with cast -in -place concrete installation including installation of joints, concrete curing and concrete finishing. B. All work provided under this Section must also comply with all other Contract requirements. C. Geo-technical Engineering Study — CTL Thompson, Inc., Project FC04850-135 dated 09- 04-09, supplemented 05-13-10. 1.3 REFERENCES A. ACI 117 - Standard Tolerances for Concrete Construction and Materials. B. ACI 301 - Specifications of Structural Concrete for Buildings. C. ACI 304 - Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete. D. ACI 305 and 306 - Hot and Cold Weather Protection for Concrete. E. ACI 315 - Details and Detailing of Concrete Reinforcement. F. ACI 318 - Building Code Requirements for Reinforced Concrete. G. ACI 347 - Recommended Practice for Concrete Formwork. H. ANSI/ASTM A82 - Cold Drawn Steel Wire for Concrete Reinforcement. I. NSI/ASTM A185 - Welded Steel.Wire Fabric for Concrete Reinforcement. J. STM A615 - Deformed and Plain Billet -Steel for Concrete Reinforcement. K. STM C33 - Concrete Aggregates. L. ASTM C94 - Ready -Mixed Concrete. CAST -IN -PLACE CONCRETE 03300-1 College Ave. - Harmony Rd. Landscape & Urban Design Improvements M. ASTM C 150 - Portland cement. N. ASTM C260 - Air Entraining Admixtures for Concrete. O. ASTM C309 - Liquid Membrane -Forming Compounds for Curing Concrete. P. ASTM C494 - Water Reducing Admixtures for Concrete. Q. ASTM C618 - Fly Ash Mineral Admixture for Concrete. R. ASTM C672 - Scaling Resistance of Concrete Surfaces Exposed to Deicing Chemicals. S. FS TT-C-800 - Curing Compound, Concrete, for New and Existing Surfaces. T. CRSI - Manual of Standard Practice. 1.4 QUALITY CONTROL: A. Requirements of Regulatory Agencies: Comply with all applicable provisions of the state and local building and safety codes. B. Reference Standards: Comply with following standards except where more stringent requirements are shown or specified: ACI 301, "Specification for Structural Concrete for Buildings." Contractor shall make a copy of ACI 301 available at the project field office for the duration of the project. C. The Contractor is responsible for quality control, including workmanship and materials furnished by his subcontractors and suppliers. 1. Inspection or testing does not relieve the Contractor of his responsibility to perform the Work in accordance with the Contract Documents. D. Testing: The Contractor shall contact the City's testing lab at least forty-eight (48) hours prior to installing concrete to arrange for testing. Contractor shall provide and pay for additional testing required as a result of test results indicating non-compliance with specifications. E. Record of Work: A record shall be kept by the General Contractor listing the time and date of placement of all concrete for the structure. Such record shall be kept until the completion of the project and shall be available to the Owner's Representative for examination at any time. 1.5 SUBMITTALS: A. Mix Designs: Submit substantiating data for each concrete mix design contemplated for use to the Owner's Representative not less than four (4) weeks prior to first concrete CAST -IN -PLACE CONCRETE 03300-2 College Ave. - Harmony Rd. Landscape & Urban Design Improvements placement. Data for each mix shall, as a minimum, include the following: a. Mix identification designation (unique for each mix submitted). b. Statement of intended use for mix. C. Mix proportions, including all admixtures used. d. Wet and dry unit weight. e. Entrained air content. f. Design slump. g. Strength qualification data. B. Submit shop drawings for fabrication, bending and placement of concrete reinforcement. Comply with ACI Detailing Manual (SP 66). Include all accessories specified and required to support reinforcement. 1.6 DELIVERY, STORAGE AND HANDLING: A. General: Materials handling and batching shall conform to applicable provisions of ASTM C94. B. Reinforcing: Unload and store reinforcing bars so they will be kept free of mud and damage. C. Hauling Time for Concrete: Discharge all concrete transmitted in a truck mixer, agitator, or other transportation device not later than 1-1/2 hours, or 300 revolutions of the drum after the mixing water has been added, whichever is earliest. D. Extra Water: 1. Deliver concrete to site in exact quantities required by design mix. 2. Should extra water be required for workability before depositing concrete, and the water/cement ratio of accepted mix design will not be exceeded, the General Contractor's superintendent shall have the sole authority to authorize addition of water. Additional water shall not exceed 1 gal/cu. yd. Any additional water added to mix after leaving batch plant shall be indicated on truck ticket and signed by person responsible. 3. Where extra water is added to concrete it shall be mixed thoroughly for thirty (30) revolutions of drum before depositing. 4. Water may be added at the site only once for each batch. 5. A full set of tests shall be performed after addition of water. Excessive slump or other out of range tests will be cause for rejection. 1.7 PROJECT CONDITIONS: A. Environmental Requirements: Cold Weather Placement: a. When for three successive days prior to concrete placement the average daily outdoor temperature drops below 40' F or when the average outdoor temperature is expected to drop below 400 F on the day of concrete placement, preparation, protection and curing of concrete shall CAST -IN -PLACE CONCRETE 03300-3 College Ave. - Harmony Rd. Landscape & Urban Design Improvements comply with ACI 306R b. Minimum temperature of concrete upon delivery shall conform to ACI 301 Table 7.6.1.1. Concrete at time of placement shall conform to minimum values of ACI 306R Table 1.4.1, and shall not exceed minimum values by more than 20' F. C. Subject to acceptance of Owner an accelerating admixture may be used. Admixtures shall meet requirements of Part 2. Calcium Chloride and other chloride -type accelerating admixtures will not be allowed. d. Comply with concrete protection temperature requirements of ACI 306R. Record concrete temperatures during specified protection period at intervals not to exceed sixteen (16) hours and no less than twice during any twenty-four (24) hour period. Hot Weather Placement: a. When depositing concrete in hot weather, follow recommendations of ACI 305R. b. Temperature of concrete at time of placement shall not exceed 85' F. C. When air temperatures on day of placement are expected to exceed 90' F, mix ingredients shall be cooled before mixing. Flake ice or well -crushed ice of a size that will melt completely during mixing may be substituted for all or part of mix water. d. Retarding admixture may be used subject to acceptance of Owner's Representative. Admixtures shall meet requirements of Part 2. e. Protect to prevent rapid drying. Start finishing and curing as soon as possible. B. Protection: Protect newly finished slabs from rain damage. Protect finished slabs from mortar leakage from pouring of concrete above. Cover masonry walls, glazing, and other finish materials with polyethylene or otherwise protect from damage due to pouring of concrete. PART 2 - PRODUCTS 2.1 FORM MATERIALS A. Plywood Forms: Douglas Fir or Spruce species; solid one side grade; sound, undamaged sheets with straight edges. B. Lumber: Douglas Fir or Spruce species; construction grade; with grade stamp clearly visible. C. Form Coatings: Provide commercial formulation form coating compounds that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. 2.2 REINFORCING STEEL A. Reinforcing Steel: ASTM A615, grade 40 for #3 bars; grade 60 for #4 and larger bars; billet -steel deformed bars, uncoated finish. CAST -IN -PLACE CONCRETE 03300-4 College Ave. - Harmony Rd. Landscape & Urban Design Improvements B. Welded Steel Wire Fabric: ANSI/ASTM A185 plain type; in flat sheets or coiled rolls; uncoated finish. C. Tie Wire: ASTM A82, minimum 16 gage annealed type. D. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for strength and support of reinforcement during installation and placement of concrete. Wood, brick or other unacceptable material is not permitted. 2.3 CONCRETE MATERIALS A. ACI 301: Provide materials in accordance with ACI 301, unless amended or superseded by requirements of this section or general notes on structural drawings. 1. General: Ready -mixed Concrete: ASTM C94. On -site mixed concrete not allowed. 2. Cement: ASTM C150. Type II minimum of 564 lbs. per cubic yard. 3. Fly ash: ASTM C618 Class C or F. Fly ash shall not exceed 20% of total cementitious material by weight. 4. Aggregate: ASTM C33. Obtain from same source throughout project. a. Fine Aggregate: Natural sand. b. Coarse Aggregate: Gravel or crushed stone containing no deleterious substances which cause surface spalling. 5. Water: Clean and not detrimental to concrete. 2.4 ADMIXTURES A. General: Unless specified, no admixtures may be used without specific approval of the Project Manager. B. Prohibited Products: Calcium chloride or admixtures containing more than 0.05% chloride ions or thiocyanates are not permitted. C. Air -Entraining Admixture: ASTM C260. Subject to compliance with requirements, provide one of the following: 1. "Air Mix" - Euclid Chemical Co. 2. Darex ARA" - W. R. Grace 3. "Micro -Air" - Master Builders D. Water Reducing Admixture: ASTM C494, Type A. Subject to compliance with requirements, provide one of the following: 1. "Eucon WR-75" - Euclid Chemical Co. 2. "Rheobuild 1000 - Master Builders 3. "Plastocrete 106" - Sika Chemical Co. E. High Range Water Reducing Admixture (Superplasticizer): ASTM C494, Type F or G. Subject to compliance with requirements, provide one of the following: CAST -IN -PLACE CONCRETE 03300-5 College Ave. - Harmony Rd. Landscape & Urban Design' Improvements 1. "Eucon 37" - Euclid Chemical Co. 2. "Pozzolith 400N" - Master Builders 3. "Sikament" - Sika Chemical Co. F. Use of admixtures will not relax cold weather placement requirements. 2.5 ACCESSORIES A. Form Release Agent: Colorless material which will not stain concrete, absorb moisture, contain oils or waxes, or impair natural bonding or color characteristics of coating intended for use on concrete. Subject to compliance with requirements, use one of the following: 1. "Pro -Cote" - Protex 2. "Cast Off' - Sonneborn 3. "Debond" - L&M Construction Chemicals B. Epoxy Adhesive: ASTM C881; two -component material suitable for use on dry or damp surfaces. Subject to compliance with requirements, use one of the following: 1. "Sikadur Hi -Mod LV" - Sika Chemical Corp. 2. "Patch and Bond Epoxy" - Burke 3. "Epoxtite" - A.C. Horn 4. "Sure-Poxy" - Kaufman Products, Inc. 5. "Euco Epoxy 463 or 615" - Euclid Chemical Co. C. Expansion Joints: 1. Interior Use or Exterior Use Where Sealants Are Specified: Bituminous saturated fiber conforming to ASTM D1751, 1/2 inch thickness. Provide manufacturer's certification of compatibility with specified sealants where required. 2. Exterior Use Where Sealants Are Not Specified: Premolded asphalt and fiber conforming to ASTM D994, 1/2 inch thickness. 2.6 CURING AND SEALING MATERIALS A. Curing and Sealing Compound - Interior Slabs to Remain Exposed and Exterior Concrete: Minimum 30% solids content, maximum moisture loss of 0.030 grams per square centimeter (300 square feet per gallon coverage): Subject to compliance with requirements, use one of the following: 1. Euclid Super Rex Seal or Super Pliocure 2. Master Builders Masterseal 3. Approved substitute in accordance with the General Conditions. 2.7 CONCRETE MIX A. Mix concrete in accordance with ASTM C94 and ACI 301 Chapter 3. CAST -IN -PLACE CONCRETE 03300-6 College Ave. - Harmony Rd. Landscape & Urban Design Improvements B. Cement Content per Cubic Yard: minimum of 615 - 660 pounds per cubic yard. C. Maximum water -cement ratio: 0.44. D. Slump: 4 inches maximum. E. Air Entrainment: 5 to 8 percent. F. Aggregate Size: 3/4" maximum. G. Compressive Strength: 4,500 PSI minimum at twenty-eight days. H. Deliver concrete and discharge entire load within 1-1/2 hours, or before drum has turned 300 revolutions, whichever occurs first, after introduction of mixing water. I. During cold weather (below 45 degrees F.), use heated water and aggregates if necessary to maintain concrete temperature between 60 degrees F. and 90 degrees F. J. Concrete for Exterior Flatwork, including Pavement, Curb and Gutter, Drainage Pans and footings shall be CDOT Class D. K. Refer to CDOT's `Standard Specifications for Road & Bridge Construction". L. See also Specification 03315 for Self -Placing Concrete. PART 3 - EXECUTION 3.1 FORMWORK ERECTION A. Construct formwork to maintain tolerances in accordance with ACI 301. B. Verify lines, levels, and measurement before proceeding with formwork. C. Minimize form joints. Symmetrically align form joints and make watertight to prevent leakage of mortar. D. Provide chamfer strips on all exposed corners. E. Do not apply form release agent other than specified materials where concrete surfaces receive special finishes or applied coatings which may be affected by agent. Soak contact surfaces of untreated forms with clean water. Keep surfaces wet prior to placing concrete. F. Coordinate work of other Sections in forming and setting openings, slots, recesses, chases, sleeves, bolts, dowels, anchors, and other inserts and embedded materials. G. Do not remove forms, shoring and bracing until concrete has sufficient strength to support its own weight, and construction and design loads which may be imposed upon it. H. During cold weather, remove ice and snow from forms. Do not use deicing salts. Do not use water to clean out completed forms unless formwork and construction proceed within CAST -IN -PLACE CONCRETE 03300-7 College Ave. - Harmony Rd. Landscape & Urban Design Improvements heated enclosure. Use compressed air to remove foreign matter. 3.2 REINFORCEMENT A. Place, support, and secure reinforcement against displacement. B. Locate reinforcing splices per ACI 318 unless indicated otherwise on the Drawings. 3.3 PLACING CONCRETE A. Owner's Representative's Review: Contractor shall provide minimum of twenty-four (24) hour notice to Owner's Representative to allow him to review forms and reinforcement before concrete is placed and to observe placing of concrete. B. Contractor's Review: Contractor shall inspect forms and reinforcing prior to concrete placement to assure accurate placement of embedded items and overall acceptability. C. Place concrete in accordance with ACI 301 and 304. D. Hot Weather Placement: ACI 301 and ACI 305R. E. Cold Weather Placement: ACI 301 and ACI 306R. F. Ensure reinforcement, inserts, embedded parts and formed joints are not disturbed during concrete placement. 3.4 FINISHING A. Rough Form Finish: Texture imparted by form facing material, with tie holes and defective areas repaired and patched, and all fins and other projections exceeding 1/4 inch removed. B. Smooth Form Finish: Use form material to impart smooth, hard, uniform texture, and arrange form panels in orderly and symmetrical pattern with minimum seams. Repair and patch defective areas and completely remove and smooth all fins and other projections. 3.5 CONCRETE CURING, PROTECTION AND SURFACE TREATMENTS, A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Maintain concrete with minimal moisture loss at a relatively constant temperature for the period necessary for hydration of the cement and hardening of concrete. Curing shall commence as soon as free water has disappeared from the concrete surface after placing and finishing. The curing period shall be seven days for all concrete unless test cylinders, made and kept adjacent to the structure and cured by the same methods, are tested with the average compressive strength equal to CAST -IN -PLACE CONCRETE 03300-8 College Ave. - Harmony Rd. Landscape & Urban Design Improvements 70% of the specified 28-day strength. Curing shall be in accordance with ACI 301 procedures. Avoid rapid drying at the end of the curing period. During hot and cold weather, cure concrete in accordance with ACI 305R and ACI 306R. B. Curing Methods: Perform curing of concrete by moisture curing, by moisture -retaining cover curing, by curing compound, and by combinations thereof, as herein specified. Coordinate with and choose a curing method that is compatible with the requirements for subsequent material usage on the concrete surface. Provide moisture curing by one of the following methods: a. Keep concrete surface continuously wet by covering with water. b. Continuous water -fog spray. C. Covering concrete surface with specified absorptive cover, thoroughly saturating cover with water and keeping it continuously wet. Place absorptive cover to provide coverage of concrete surfaces and edges, with four -inch (4") lap over adjacent absorptive covers. Provide moisture retaining cover curing as follows: Over concrete surfaces with moisture -retaining cover for curing concrete, placed in widest practical width with sides and ends lapped at least three -inches (3") and sealed by waterproof tape or adhesive. Immediately repair any holes or tears during curing period using cover material and waterproof tape. Provide curing and sealing compound to interior slabs left exposed, and to exterior slabs, walks and curbs as follows: a. Apply specified curing and sealing compound to concrete slabs as soon as final finishing operations are complete (within thirty (30) minutes). Apply uniformly in continuous operation by power -spray or roller in accordance with manufacturer's directions. Recoat areas subjected to rainfall within three hours after initial application. b. Maintain continuity of coating and repair damage during period. C. Do not use membrane curing compounds on surfaces which are to be covered with materials applied directly to concrete: liquid floor hardener, waterproofing, dampproofing, painting, and other coating and finish materials. C. Curing Formed Surfaces: Where wooden forms are used, cure formed concrete surfaces by moist curing with forms in place for full curing period or until forms are removed. When forms are removed, continue curing by methods specified above for specified curing time. D. Curing Unformed Surfaces: Cure unformed surfaces, such as slabs, floor topping, and other flat surfaces by application of appropriate curing method. 3.6 FORM REMOVAL A. Removal of Forms: Supplement and Modify ACI 301 as follows: ACI 301 4.5.4: Formwork not supporting weight of concrete such as sides of CAST -IN -PLACE CONCRETE 03300-9 College Ave. - Harmony Rd. Landscape & Urban Design Improvements grade beams, walls, and similar parts of the work, may be removed after cumulatively curing at not less than 50 degrees F. for 24 hours after placing the concrete provided: a. The concrete is sufficiently cured to be undamaged by form removal. b. Required shores and supports are so arranged that they will not be loosened or disturbed during form removal. C. Supplemental curing and protection is provided for exposed concrete surfaces. 3.7 TOLERANCES A. Formed Surfaces and Building Lines: Conform to ACI 3014.3. B. Embedded Items: Unless noted otherwise on Drawings, tolerances shall be as follows: Anchor Bolts a. Adjacent anchor bolts in a group receiving a single fabricated setting piece: +/- 1/8". b. Location and alignment of anchor bolt groups from designated location and alignment: +/-1/4". 3.8 QUALITY CONTROL TESTING DURING CONSTRUCTION A. City Testing Agency: Sampling and testing for quality control during placement of concrete shall include the following. 1. Slump: ASTM C143; at least one test at point of discharge for each day's pour of each type of concrete; additional tests at the Quality Control Inspector's discretion when concrete consistency seems to have changed. Test when taking samples for compression tests. 2. Air Content: ASTM C173, volumetric method for normal weight concrete; ASTM C231 pressure method for normal weight concrete; at least one for each day's pour of each type of air -entrained concrete. Test when taking samples for .compression tests. 3. Concrete Temperature: Test hourly when air temperature is 40' F (4 degrees C) and below, and when 80' F (27 degrees C) and above; and each time a set of compression test specimens is made. 4. Compression Test Specimen: ASTM C31; one set of 3 standard cylinders for each compression strength test unless otherwise directed. Mold and store cylinders for laboratory cured test specimens except when field -cure test specimen are required. If additional cylinders are required by the Contractor for any reason, they shall be done at the contractor's expense. B. Compressive Strength Tests: ASTM C39; one set for each day's pour exceeding five (5) cubic yards. Two (2) specimens tested at seven (7) days, two (2) specimens tested at twenty-eight (28) days, and one specimen retained in reserve for later testing if required. CAST -IN -PLACE CONCRETE 03300-10 1.3 SUBMITTALS — N/A 1.4 QUALITY ASSURANCE A. Facilitator Qualifications: A firm or individual experienced in training or educating maintenance personnel in a training program similar in content and extent to that indicated for this Project, and whose work has resulted in training or education with a record of successful learning performance. 1.5 COORDINATION A. Coordinate instruction schedule with Owner's operations. Adjust schedule as required to minimize disrupting Owner's operations. B. Coordinate instructors, including providing notification of dates, times, length of instruction time, and course content as required. PART 2 - PRODUCTS 2.1 INSTRUCTION PROGRAM A. Program Structure: Develop an instruction program that includes individual training modules for each system and equipment not part of a system, as required by individual Specification Sections, and as follows: 1. Sprinkler Irrigation System. See Section 02180 for specific requirements. 2. Documentation: Review the following items in detail: a. Operations manuals. b. Maintenance manuals. C. Project Record Documents. 3. Operations: Include the following, as applicable: a. Startup procedures. b. Routine and normal operating instructions. C. Instructions on stopping. d. Normal shutdown instructions. e. Seasonal and weekend operating instructions. f. Special operating instructions and procedures. 4. Adjustments: Include the following: a. Alignments. b. Checking adjustments. Page -2 1 - College Ave. - Harmony Rd. Landscape & Urban Design Improvements PART 4 — MEASUREMENT & PAYMENT 4.01 GENERAL A. Measurement: Concrete shall be measured by the cubic yard in accordance with the dimensions shown on the Drawings or as directed by the Project Manager, and in accordance with the Specifications. B. Payment: The accepted quantities will be paid for at the contract unit price per cubic yard of measurement for each of the pay items. Payment shall be full compensation for all work necessary to complete the designated Pay Item. Cold weather protection costs shall be incidental to the work. END OF SECTION 03300 CAST -IN -PLACE CONCRETE 03300-11 College Ave. - Harmony Rd. Landscape & Urban Design Improvements SECTION 03315 — SELF -PLACING CONCRETE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The General Contract Conditions, Drawings, and Division-1 Specification sections apply to Work of this Section. 1.2 SUMMARY A. Section Includes: 1. Self -placing, self -leveling, self -compacting concrete for colored concrete architectural bases. B. All work provided under this Section must also comply with all other Contract requirements. C. Geo-technical Engineering Study — CTL Thompson, Inc., Project FC04850-135 dated 09- 04-09, supplemented 05-13-10. 1.3 REFERENCES A. Concrete Materials and Method of Concrete Construction / methods of test for Concrete (CSA): 1. CSA.A.23.1.00, Clause 5: Standard Specifications for Concrete Aggregates 2. CSA.A.23.1.00, Clause 3: Standard Specifications for Cements and Supplementary Cementing Materials. 3. CSA.A.23.1.00, Clause 4: Standard Specification for Water. 4. CSA.A.23.1.00, Clause 15: Standard Specification for Durability. 5. CSA.A.23.1.00, Clause 17: Standard Specification for Quality. 6. CSA.A.23.1.00, Clause 6: Standard Specifications for Admixtures. B. American Concrete Institute (ACI): 1. ACI 301: Specifications for Structural Concrete for Buildings 2. ACI 305R: Hot Weather Concreting. 3. ACI 306R: Cold Weather Concreting. 4. ACI 308: Standard Practice for Curing Concrete C. ASCC (American Society of Concrete Contractors) — "Guide for Surface Finish of Formed Concrete". 1.4 QUALITY ASSURANCE A. A pre -job conference will be held at the jobsite to discuss site related points in this SELF -PLACING CONCRETE , 03315-1 College Ave. - Harmony Rd. Landscape & Urban Design Improvements section of the specification. Those present shall be the General Contractor, concrete mix supplier, the Engineer, the Landscape Architect and the testing agency. No concrete placements of the self -placing, self -leveling, self -compacting concrete will be allowed prior to this meeting. B. Self -placing concrete manufacturer shall make available a qualified individual to monitor concrete quality and performance as specified. 1.5 SUBMITTALS A. Comply with Section 01300, unless otherwise indicated. B. Product data: manufacturer's specifications and technical data including: Test reports from producer indicating compliance with performance requirements specified. Laboratory reports: three (3) copies of tests and reports specified. C. Shop Drawings: Indicate dimensions, general construction, specific modifications, plus any specific requirements. D. Concrete Design Mix: Submit warranted performance parameters for each concrete type for review and return prior to placing concrete. Include available supporting backup data. Include Manufacturer's data sheets. E. Delivery Tickets: One (1) copy indicating quantity, mix identification, design strength, maximum aggregate size, design air content, deign slump -flow and time of batching for each load delivered. 1.6 CONCRETE MIXTURE VERIFICATIONS A. Submit final concrete mix verification two (2) weeks prior to placing concrete. The self - placing Manufacturer, prior to submittal, shall review Mix design. Include the following information for each concrete mix design: 1. Type of fine and coarse aggregates. 2. Slump -flow: Manufacturer standards. 3. Flow Box test: Manufacturer standards. 4. Air Content: CSA.A.23.2.4C, Air content of Plastic Concrete by the Pressure Method or the Air Content of Plastic Concrete by the Volumetric Method, CSA.A.23.2.7C. 5. Density and Yield of Concrete: CSA.A.23.2.6C. 6. Compressive Strength of Cylindrical concrete Specimens, CSA.A.23.2.9C. SELF -PLACING CONCRETE 03315-2 College Ave. - Harmony Rd. Landscape & Urban Design Improvements PART 2 — PRODUCTS 2.1 MATERIALS A. Cement and Supplementary Cementing Materials, CSA.A.23.2.9C. B. Water, CSA.A.23.1.00, Clause 4 C. Aggregate, CSA.A.23.1.00, Clause 5 D. Admixtures, CSA.A.23.1.00, Clause 6 E. Moisture -Retaining Cover / Curing Compound: a. Moisture -retaining covers shall comply with ASTM C 171: Waterproof paper, polyethylene film or burlap. b. Evaporation Retarder: Confirm by Master Builders of Eucobar by Euclid Chemical Company, for "flat work / slabs" covered by these specifications. c. Liquid Membrane Curing Compound: Liquid -type membrane -forming curing compound complying with Corps of engineers CRDC C309 "Specifications for Membrane Forming Components for Curing Concrete. If available, contractor shall use `Lafarge Agilia Demoldant". F. Forming Materials: Forming material shall be steel, cured aluminum, steel framed plywood, resign impregnated plywood, plastic or paper faced plywood, or Plexiglass. Formwork used for architectural concrete shall be in excellent condition. a. Note: The surface texture and condition of the forming system selected will be directly represented in the final Agilia concrete surface. 2.2 REINFORCING STEEL: Comply with Section 03300. 2.3 CONCRETE REQUIREMENTS A. Self -Placing Concrete: Agilia Architectural, LaFarge North America; proprietary ready -mix concrete with the following characteristics: a. Water cementitious ratio: 0.37. b. Air Content: 2%. C. Slump -flow: 25-30 inches for Architectural Agilia. d. Compressive Strength: 8500 psi @ 28 days. 2. Or approved equivalent. B. Manufacturer shall review the proportioning and production of self -placing concrete mix. The Manufacturer's representative shall make a trial batch, and then mix to the correct consistency; afterwards, the testing agency, or the manufacture will make the specimens for testing. SELF -PLACING CONCRETE ' 03315-3 College Ave. - Harmony Rd. Landscape & Urban Design Improvements PART 3 - EXECUTION 3.1 EXAMINATION A. Verification of Conditions: Examine areas and conditions under which Work is to be performed and identify conditions detrimental to proper of timely completion. Do not proceed until unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Coordination: Notify others involved, allowing installation and completion of their work prior to concrete placement. B. Surface Preparation: Immediately before concrete placement, thoroughly wet moisture - absorbing material that will be in contact with concrete, without developing standing water. 3.3 INSTALLATION A. Concrete Production: CSA.A.23.1.00, Clause 18. B. Hot Weather Concrete: Comply with ACI 305R when maximum daily temperature exceeds 85 degrees F. or rapid drying conditions exist (evaporation rate exceeds 0.15 pounds per square foot per hour. Refer to ACI 305R, Chapter 2). C. Cold Weather Concrete: Comply with ACI 306R when freezing conditions or a mean daily temperature below 40 degrees F. is encountered. 3.4 CONCRETE PLACEMENT AND CONSOLIDATION A. Place concrete within 1.5 hours after mix water has been added unless the Manufacturer representative has made adjustments to the mix. B. Contractor must "pump" self -leveling concrete for each of the bases identified on the Drawing, extending the hose to the bottom of the architectural features form liner. "Tailgating" material will not be allowed. Vibrating of self -leveling concrete mixture will not be allowed. 3.5 FINISHES A. Exposed Vertical Surfaces: Smooth form finish shall comply with ACI 301, 10.2.2 and produce a smooth, uniform texture with an orderly pattern of form larks. Finish surface qualify shall be "P-1" as referenced in the ASCC Guide for Surface Finish of Formed Concrete. SELF -PLACING CONCRETE 03315-4 College Ave. - Harmony Rd. Landscape & Urban Design Improvements 3.6 CONCRETE CURING AND PROTECTION A. Protect freshly placed concrete from premature drying and excess cold or hot temperatures. B. Begin initial curing as soon as concrete is finished. Keep continuously moist or sealed for not less than five (5) days. C. Proposed curing techniques shall be submitted for approval prior to beginning concrete work. 3.7 FIELD QUALITY CONTROL A. Comply with Section 01400. B. . Cylinder Tests: Section 03300. C. Air Content: Section 03300. PART 4 — MEASUREMENT & PAYMENT 4.01 GENERAL A. Measurement: Self -placing colored concrete for architectural bases shall be measured by the number of units of the various sizes/types installed and accepted, in accordance with the dimensions shown on the Details and Drawings or as directed by the Project Manager, and in accordance with the Specifications. B. Payment: The accepted quantities of the self -placed colored concrete architectural bases of the various sizes/types shall be paid for at the contract unit price each, and shall be for full compensation for making all excavations, hauling and disposal or excavated material, placing and finishing the required self -leveling colored concrete and reinforcement steel, removing formwork, backfilling and compacting as required, and for furnishing all tools, labor, equipment and incidentals necessary to complete the work. Cold weather protection costs shall be incidental to the work. END OF SECTION 03315 SELF -PLACING CONCRETE 03315-5 COLLEGE AVENUE & HARMONY ROAD LANDSCAPE AND URBAN DESIGN IMPROVEMENTS JULY 09, 2010 kale: IY MAP ScaG ale: 1' = 1,000'�tttJ HDRM It ■ SHEET INDEX SHEET NO. SHEET DESCRIPTION I COVER SHEET 2-7 SITE PLAN 8 -13 SITE DETAILS 14 -17 LANDSCAPE PLANS 18-22 IRRIGATION PUNS 23 - 24 IRRIGATION DETAILS 25 SITE ELECTRICAL PLAN 26 INTERSECTION ELECTRICAL CIRCUIT PLAN LIGHT FDCTURE SCHEDULE 27 EIEC B DETAILS 28 ELECTRICAL SPECIRC-ATIONS AND SCHEDULE OWNER: CIVIL ENGINEER: LANDSCAPE ARCHITECT; CITY OF FORT COLLINS INFERWEST CONSULTING GROUP BHA DESIGN, INC. ENGINEERING DEPARTMENT 1218 WEST ASH, SUITE 2 1603 OAI➢JDGE DRIVE 281 NORTH COLLEGE AVENUE WINDSOR, CO 80550 FORT COLLINS, CO .25 FORT COLLINS, CO 10114 PH: 970.674.3300 Ed. 102 PH: 970.223.7577 K—dye bBI01ILl. PH: 970.221.6605 CONTACT: MIKEOBERL NDER CONTACT: JEFF KROEGER / Call bdom Rau N4 J "10LB1IOe HH"^*Iem� IHoegeQLiwdasyn. °" � - NERCO HUWA j6-4b nd.dgn.com CITY OF FORT COLLINS, COLORADO oty aT Fort Collins A ENGINEERING DIVISION ll���"�.. IRRIGATION: ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: HINES IRRIGATION, INC. ESC Engineedng INTERWESTCONSUITING GROUP 323 WEST DRAKE ROAD 35401FK PARKWAY PH: 1,916,781.6699 Ed. 17 SUITE 205 FORT COLLINS, CO 80525 CONTACT: Bill RODGERS ...... ............ . FORT COLLINS, CO 80526 PH: 970.224.9100 LAadgers�int mgry.m,,, PH: 970.282.1800, EXT. 206 CONTACT: SHAUN BWR CONTACT: MICHELLE PETERSON sLloi�Ihinkesc.can michelle_pebaaA�hvminigoRon.mm 1 oevenr:o er. oa�ew a+. �aPao�co e.. COLLEGE AVE. & HARMONY ROAD aHA Bi1A 1H scelc: oeie: cneeKeo aY oerz: LANDSCAPE AND URBAN DESIGN IMPROVEMENTS I 07.09.10 BHA oz09.to COVER SHEET PR ELM x.� / LUMBER YARD / 1. y q ,�y I I Fa r la off . _ .. ,. - --- - ...... ... . -- ------ - - ! HARMONkYROAD �.O0-II1II III -- `�I � � -- e.caxa lscfcoal0vl}Grn1wfFhfl�f aa�uIcom�eelfa�c-uNaGp[;I.FnCSInAL I'-.[.w. C- .. - _. � 0 0 C 'h __'W�4 7-1 W kl°sa:GG, 2 w ..... --- . N ., - 5 . .... 2 —"-I -� .- - -- - E ° -- J ` - - . If rd .y A. C PANDA I I EXPRESS `ARBORPLAZA I I I STATION 5+00 TO I C4841.15 I ' RCHvays: o•rz: ocvaco er: ox•..I er: .vvaoco Br: CI of COLLEGE AVE. & HARMONY ROADB""` CITY OF FORT COLLINS, COLORADO �" Bn<. �H BHA Fort Collins scuE; o.a: acceBoer: o.a: LANDSCAPE AND URBAN DESIGN IMPROVEMENTS 2 I ENGINEERING DIVISION - ����f�. r=zow• ozoa.lo BHA of IQ SITE & LAYOUT PLAN oa ' MATCHLINE • SEE SHEET 5 OF 28 now MEN .ppw -Wm—m .—�- .IIwIR. AMR- I MCDONALD'S `� f NORTHW CORNER ENIAROEMEN SEE SH EI6.12 5 3,77 N ILL { r -' _ O _ l � ± � F N -L.. , - - - --�_,. ---- W I ;. s a x _ _ - a a, a o 6 a e s ¢ D I • W u "e a I? @ V .. V / _ _ _.. _.._ W Z HARMONYROAD' ' aim U.�..-......__.... : —I ---- {IV ---- 4 PANDA ' EXPRESS i COLLEGE = STATION 1 12+67.35 TO 1 16+62.68 SOUTHWEST CORNER HARMONY = STATION 10+84.15 TO 16.93.20 ENLARGEMENT Ellu .1 I ■ SEE SHEET 7 of 28 IYr� SPOIL/GHT ►:� 1 I MUS/C - i f EhI{...IILIIYG •JGC JI'1CG1 DOF C:B=+r' t- CU Y ` KEY MAP I � CI Of OESLNEU Br: Oq�YN er: •ggq0�E0 qr: 'y�Er CITY OF FORT COLLINS, COLORADO �' aHA � IH qHA COLLEGE AVE. & HARMONY ROAD 3 Fort Collins ue�: oere: aEaEo e•. o� E: LANDSCAPE AND URBAN DESIGN IMPROVEMENTS 07.09.10 SITE & LAYOUT PLAN o ENGINEERING DIVISION ��f�. r=zoo• o7.ov.Lo P 28 5CH DE1GASSTAT/075 BUFFALO VltVGS iI cc. I - L-1 .......... P 0 ............. . ................-----------...- - - - ------ ------------- -- ----------------- ----------------- --------------- - ------ - - --- - w 6 52 2 2 w Z)AD HARMOIVYROAD u 4Q --------- - - - ------- ---- -- . ............... 7- 71 -L-Ml IISEASTHARMOMYROAD STATION 16+93.20 To 22+50 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION L------------------------------ FT---- - ----------- - - ----------------- - ---------------- .... ........... ---------- - "I_ ............... ---------------- q _lr_ DFSI BW 77 COLLEGE AVE. & HARMONY ROAD _-E�6"'ryff�,ollluns 1.. 4 LANDSCAPE AND URBAN DESIGN IMPROVEMENTS J�A 6m, '7 mio SITE & LAYOUT PLAN 9A 5. Troubleshooting: Include the following: a. Diagnostic instructions. b. Test and inspection procedures. 6. Maintenance: Include the following: a. Inspection procedures. b. Procedures for routine cleaning C. Procedures for preventive maintenance. d. Procedures for routine maintenance. e. Instruction on use of special tools. 7. Repairs: Include the following: a. Diagnosis instructions. b. Repair instructions. C. Disassembly; component removal, repair, and replacement; and reassembly instructions. d. Instructions for identifying parts and components. e. Review.of spare parts needed for operation and maintenance. PART 3 - EXECUTION 3.1 PREPARATION A. Assemble educational materials necessary for instruction, including documentation and training module. Assemble training modules into a combined training manual. B. Set up instructional equipment at instruction location. 3.2 INSTRUCTION A. Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. B. Scheduling: Provide instruction at mutually agreed on times. For equipment that requires seasonal operation, provide similar instruction at start of each season. END OF SECTION 01820 Page -22- MATCHLINE - SEE SHEET 3 OF 28 e. J/v G, nau- Wn' i i L F ............ - ---------- - 'g WA I GREEIVS -1 SCHRADZR'S GAS STA TION -- - -- --- -- ----------------- MATCHLINE - SEE SHEET 3 OF 28 STATION I 10 + 50 TO 112+67.35 STATION 116+62.68TO 120+00 S: DAM P-0.1 i—m BY: CITY OF FORT COLLINS, COLORADO cit BHA J, BHR COLLEGE AVE. HARMONY ROAD ForyfColtlns : I09 D— 'o LANDSCAPE AND URBAN DESIGN IMPROVEMENTS ENGINEERING DIVISION 21Y �- 07.SITE & LAYOUT PLAN I \ LEI` �` � � 6" BARRIER CURB w \ �\ \s\r \ b0•val.x NxY NT.s Et SP Cut urvt +\ e / ` IG1 + `.1 nra NORTHEAST CORNER BARRIER CURB ENLARGEMENT J � a+rnff �epof , fluve ro. +f+F1414.11n wolf _ f rOPP —3 NORTHWEST CORNER ENLARGEMENT ' I I• q a a cauw+ �nicaurn nx I c r «1ANI ro/,A-1 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION xnvu Da+�rB�,.Fn'r.,w St I i ' F � I i BLW � YX, W cdwrv, rya I i i 4 !� �cR JCAIIKirR FIX:Ep • ¢rn 9 apn a aw�u �Enrte a sou�+�rnv� wnW�r+ �— mafr�nue�•rm eFrwrtcnu� —cu+cafrt of rl �' n.NBevoror� � y ry �8 NORTHEAST CORNER ENLARGEMENT CI ODE—ED BY: DR— BY: MPBO(0 BT: y{E! TyI COLLEGE AVE. & HARMONY ROAD Fort Collins suceMP Dare c EacD aY: D• E: LANDSCAPE AND URBAN DESIGN IMPROVEMENTS 6 J-'�. r=lo'o' ozo9. o BHA m.oeio SITE & LAYOUT PLAN ENLARGEMENTS 9A OtEN SOUTHWEST CORNER GRADING ENLARGEMENT 0` I D111 \t L-2 T 11 1 U3 SOUTHWEST CORNER ENLARGEMENT CITY OF FORT COLLINS, COLORADO M ENGINEERING DIVISION OAF Lesson, / w N�t rh nll NN 7 III (DIN N, III ----------- (D IN ... .......... SOUTHEAST CORNER ENLARGEMENT SREEY 6efW.�Ao 0ty.f Collins 7 Bw COLLEGE AVE. HARMONY ROAD LANDSCAPE AND URBAN DESIGN IMPROVEMENTS 1-10 ewe apnvly SITE & LAYOUT PLAN ENLARGEMENTS 28 lu. c.u--m STRUCTURAL NOTES: I. 'Gal <ax e:e (—I Chu D) — 1'Icemm1 W ASIM5 DIM. Cad9' 5Wz P.r A51A, C13]3 /C rain • 044 E.,nn,.wJ Av:STE a% 'M,I'w Cdar' SeIN1:n Inu Cm:ren lury.ielarvl-. 1'c • h500 pJ 6?a dry, IJ•v9n boscd m 3000 pv cmunel 1 cemmr w ASIFA. C I50 � V/ m� dh N b<vb m W/IT,aa.0,3) It.- a� IT', 2. Pe1AI.,tl Sk l ASTm Ael5, Gm , 401w p3 ban: Grade EA Im IT „.1 'Sanford Hud',elen m o 00• bmd "�fi 0 Z For dlwnm Ib imNe do,r� d M 40' fiend n a mr dnnnen. 3. PouAuoP i CaMrek Arcbwa: smym iven ND IK:C f3F.l OSeI 0 s. Cmnnobce Arclwn: ASiM 11554.GWe3e (dau d. IJo-nF.Ii�4 Gou. CwrHy wnM1 ASiM C110I e CdJ le",Is: Clem a1 cwslrvcllo� Iclma o�d rcvglK� w Y,' awp4lWe Plw a ruviy Ireill emcme. J. Cm,rree Cr.:.n: a1 n.l.. ., u•r.n JwlMdan4rW Y.'. I SOS - 0 sw f.pry C b. Sn,mc: SOS .14. Sne Ck, U, I OYC xcAeo,on m c. Lre load 3�rc0arpe on velo,ning Wol;: 2 X. of moll 0 Inum o.i Inlxrx>n: Pn C., Slwdkmm.1 I O.GewmXn.d Inn: a P<pwt PepaM M CII ifan-11r ' rcaascl3s dmW c.wv.,,pPL,n.., dslalo. b. Pb.Abk ¢I Gear,rg pe,w•. SOW pd Fg�nderc mn<d,d Pie: d fgen pou,.e IUId prevure: 200 pd Felwr� coed , • 0,30 I. frost dcpn. ]0' Q "D" 12 BAR DIA. "D" o Z Z E.~ Q_ 1 ro v CC- T m N �r.D,r G BEAM STIRRUP & 180° HOOK 90n HOOK COLUMN TIE HOOKS TYPICAL REBAR HOOK N 15 HOOK 24 BAR DIA. 0" (TYP) BAR SIZE MIN "D" N3 THRU X8 6 BAR DIA. N9 THRU X11 8 BAR DIA, N14 THRU X18 10 BAR DIA, BAR BEND SCHEDULE SEE SCHEDULE BELOW BAR SIZE MIN LAP TOP BAR LAP za- za Xa 24 32 #5 30" 40 #6 36" 48" LAP SPLICE NOTES; 1.IF MORE THAN 12• DEPTH OF CONCRETE IS CAST BELOW THE BAR, USE TOP BAR SCHEDULE. 2. MINIMUM CONCRETE COVER FOR SPLICE BARS IS 1• PLAN AT SINGLE CURTAIN REINFORCING HORIZONTAL REINFORCEMENT FOOTING OR WALL (TYP) PLAN AT DOUBLE CURTAIN REINFORCING TYPICAL REINFORCEMENT LAYOUT N.T.B HOOKS PLANTING NOTES x111T- oA - - :I roANIwAIE, 'MD �OCnPIG,s IX I utWIOS T n5r4118[ Y[ufgl"o I,I IH[ 0�[iD vuO40 N up. AN I I s+EB PEE$ Arm STIIII TS BIGII IS, 11111 IED < ScxsEDN III SnFPIOI—I AND IIIIII e A NONwmFN FRgr¢NF D 1. sevRulmv SEEN11II-. SS-1 NGI I TES-Dns A, SOr-1. Ira NNI—Oo rca 1ITY[n PeISTE._ J SITE, I ENNlE I�nES N16COO FIDK NISS DONE I Orn I CCMOTITOIS SO III NS NOBSH NEON InFUN.N sIX wtsui DIN— Br,CG 1111..elN Cxu�GNS S11,CBE eOEvR ANED RUE:t 1IO 1 tr, l/I ntl AlWnrSlNSnuG+Alk q I uN]sCAN,r Swl'B�skNN NED e, InF CgneAC1; lneuol ueDIANIw CC+ANEIgNArN lnEu(10 Aw,INAr,CE KW rvica.nFnO,. P" '"Oi£D sw1FF DovulnweeD rH NNI w.x«Nlruw.N x,ss prA 1,111I1 II,UNs. G SF ERR° �� eEIwYN SFINBS>rWK�nlftaR se e[NOcI rtir �1SIJF InE1WISDESGwIED g41nt ACYFIEO RIwi. uNf35 vpcawullEN s ngFq nn.wG'e. Iucrcq vro+ euCmlUu SFgJECNq as u.luATEDIIlan I—I—EBTE`COvs1-1 UNrs.wD[N'Wa]rICYw:rsa e[msl. ggileueu'A,._CCNn _Srul n. RFSPoeIiFrE rOe vIYrtNIlG Awea,rpuNGOr4•rt fRgisl AIEaDso AS Io.NN.Avc wN�_= sFUF,IM. MF cD.Duaa —I _ T1e ceDr,rva IC01 ,I 1" i1' T� TEslva�TE'% �w�ceif IDI NI NN,11IHF I' ADHCErn 10 ITE TNTSCT SITE STINE BP rOISIED, As NauED, II,IIESS O,n-mv6E I Stn 11I 10As rloK nu UPA„AU .1. eplxwGEw,rpi U4IIED TO 114.1 E.,,GS CONSIe.I v J�EVPIfU EYI'E61NG SIE3 IS. Y T,S•, CR OT- M1RIC eU.yS.AND wLL SM[ In_f 10117TS IrE�I1EE Uq MIST NG, IS El wI-D'=a" fc;R R.R.Nc, GGNwuclpN:r4!'K IOIHFSF N,SING, fsue nn.D+xAi SnA neF AIEU10fi lne ITT I FADING CCNGikN,TBOI TOO^NJnI x EeOI In ' AeO,,Gn WIIOADJru INSinrwlpNCrtwlrTO 'IT 111D'rtY,SD`u Fu0F 1OIfFWG o0mxignUCrvINGORFulpr2DCGIen:R10 SfECli�j.lpr6 rox ADgllgf�R6klY� wIC AIgN a Ds.WC] IT IO-COr6T 11 ARIA I— Q[.e,FUq YBr6UrEeAiOFgCl et lnf rl:CfsLx Br.I1CIIErtI Ka Il I, gI^wIC 1H COwFna4girt DA,Swwr.n n TNE AaI,oN II,G<_r" 4D In nE Urr'sHe,r Cq To AA]Mi OrsnvFD,c.1i� CONi'+nC10r A:lEv xn rque - O�s vFOISEC�3nsEN� trt�IE Iv ECTi SErU,IAIN: vnF w A jl, SIRE_15ttvnnlI(lITswEEvrn_ nlI"I PER Houk. In IOeueGNnv.sKAIiE I, FOUR l4IrpIlRS TStBD.ar,.I .. roe I,EERRD6n INc eam ulA I_eanlAaq x T F S—INr 11FI I11„-11 ,vro I�H-mnwFF�zir�HwHE,E rzE-rzans.REAmoN a.w.elo, Nmwnnw E Io, Irv. I ca.rA„Imi.wveE CONCRETE HEADER O r, . ELEVATION n SIGNAL POLE ORNAMENTAI BRACKETS GENERAL NOTES I I'll x ".ME 11.�iNc Ai IpINIw 11 rv51cwKll,c ;'ITS w,pY r:Oxin Ci[NIAtKMORIpi Cw,uG[ OGI,, I—S'T K%l roxlWEs rnP FDNAEIFv - WESEET GNMuaf IS OR I/YGA. ON . Kos, aiITO eEST sNS Ea ,;lA1 Tc`Is "El IAvfv plqu,o-, Ni000 NGT_'� �ZREE STAKING (mil LANDSCAPE BOULDERS NI, C. I- —I",p:NG r� „ ETIT1o�o ��waEe AIUICT, O J. jrr Ill. -IS xr.Rff- UNgsNRUD fAll dal SHRUB PLANTING 1n< CITY OF FORT COLLINS, COLORADO cl� of " "" "" BHA COLLEGE AVE. & HARMONY ROAD Sn8 — BHA Fort Collins ,A : D E. I gRECKEDBY DA¢: LANDSCAPE AND URBAN DESIGN IMPROVEMENTS IF ENGINEERING DIVISION ll' f - 10709.10 Elv 1 oz.09.10 LANDSCAPE DETAILS, NOTES 1 28 891 n;s° 'w��auae��:�'�""�pFo� �FaD s Rrb, F n STACKED BOULDERS -SECTION p __' r. Mrs uws um.n : -- n O= r s ,.22 1 1owut `w.tM.zz.n• rn a r r. n /�KutRr.a3ar • r w..n browns y $��� eEraNNe wE ar owFsS o� , 's �DF"5 wtx<. stout C vrortC,r,neo_raw,Ce«st / _ - ---— i i --- i �3_....�� Fzlsrwc Oraw.ct tnsc..rD �r 1 i f f5EASTHARMOMYROAD SOUTHEAST CORNER ENLARGEMENT: GRADING AND LAYOUT ORS: DA.: CITY OF FORT COLLINS, COLORADO CL Of Ty Fort Collins DE9FfIFD BY: 6HA scaF: ORAhN BY: H DaE: MGRORED BY: BHA aEaEDe.: De¢: COLLEGE AVE. & HARMONY ROAD LANDSCAPE AND URBAN DESIGN IMPROVEMENTS Y�Fi 9 ENGINEERING DIVISION �`��. movio B A ., \o STACKED BOULDER SLOPE GRADING & DETAILS a 28 luC.11--ft FRONT ELEVATION SIDE ELEVATION SECTION (iIPLANTER POT CONCRETE BASF. FRONT ELEVATION (D_'�ED-HT ITG CITY OF FORT COLLINS, COLORADO City of BHA 11 COLLEGE AVE. & HARMONY ROAD FT '__'�r 1 0 _�fCoj[InS I .— LANDSCAPE AND URBAN DESIGN IMPROVEMENTS ENGINEERING DIVISION erwSITE DETAILS 28 SECTION 11.11'. 1 PLAN .. - 11 POST MOUNTING ENLARGEMENT T T 4M CROSS SECTION 'A' 5 r.c= .—A.— SIDE ELEVATION A— ll1 > c. P FRONT ELEVATION SECTION (1CONG2ETE PLINTH -�x ORNAMENTATION .1-111.11 T11 ENIARGEMENT, —N 64 EIEVATION —T p- 1. IT Mub„hpl=.'aeu ELEVATION - 1- 11 CITY OF FORT COLLINS, COLORADO Cltyof — Fort Collins BHA —BHA ..... .. COLLEGE AVE. & HARMONY ROAD WE, s�— —I,. Fil-,, , I —D. X LANDSCAPE AND URBAN DESIGN IMPROVEMENTS 11 ENGINEERING DIVISION 1 07,09.10 ! BHA 07.09J0 1 SITE DETAILS faCA --a Now POST MOUNTING ENLARGEMENT SECT ON PLAN ELEVATION ='G%'= CITY OF FORT COLLINS, COLORADO City f F7 - 177" Fort Collins ENGINEERING DIVISION 07 O 1-1:Q, 10 Bx SECTION IN PLANTING BED Q&E -�TRIAIII BOLLARD IN RANTING 11D COLLEGE AVE. & HARMONY ROAD LANDSCAPE AND URBAN DESIGN IMPROVEMENTS PEI 1 2 SITE DETAILS o,�r.,E.rrvEr.,amz- c—,,—1a1a1.r:� ann. n. swreuu - �/ we+Dw �awn�aw r.r nti.,�wn,.. cm �n wu / c..+n.aoriu rN u-1 11 cl— CUT OUT BADE EIEVATION SOHD BUD=, ELEVATION w ro5i(�i.rr i_iii�✓ �.0 Upf i �sa ro.., lo[wr /irr FRONT ELEVATION I 1 •I I. CROSS SECTION'A' COLUMN FRAMF DI TAII irM —� Nwry cuff SIDE ELEVATION n.wro ror rr..a SECTION IMIDDIE OF COWMNI Yam. ��.•_i<• � fatlYls�E.e4 77" DATE: DEEWFO BY: DNAV BY: APPRDKD Br: E EET CITY OF FORT COLLINS, COLORADO City BHA IH eHA COLLEGE AVE. & HARMONY ROAD 13 Fort Collins sum: w E: WEaEo Br: DA E: LANDSCAPE AND URBAN DESIGN IMPROVEMENTS E�� ENGINEERING DIVISION ��f"\ I W'Mio I BHA o7.09.To _ SITE DETAILS a 9R MATERIALS LEGEND PLANT LIST Cal—_ft I . ...... ... T— c�' .1 .11 c;= I —T. ■ ce I,.— A--' I PLANT LIST KEY MAP SCIL- 7 7a ,7 io . I p- �1A C� . ..... r— r7 z , IT I- 15 1— 21 IT 1-1 22 1c.= I-T. 1 c— cc-.;Dais .eae can 2 c— Ic. lc= 1. IT I I Faml e&,`T-,=' LUMBERYARD r- -- ---- .......... f _V- All ar I L\ I 0 HARMOMYROAD i ................. 1 — ... ....... . ..... ----------- - ---- ----- ........... 5 2 �TZ� - - --------- - ------------ - ... ............ . . .......... . w ui '17= w w .... . . . ... . .... . .......... rot z .......... ------------ . ................ . ---------------- I u --------------- - pGA 'v�I i i i l l t i � � I l \' PANDA EXPRESS 4RHORPL-A4ZA STATION 5+00 T 14 0 110+841�5 CITY OF FORT COLLINS, COLORADO City of 177 COLLEGE AVE. & HARMONY ROAD T Fort Collin 14 R -E-ED BY: 10 LANDSCAPE AND URBAN DESIGN IMPROVEMENTS ENGINEERING DIVISION B� o PLANT LIST 7.w.lo LANDSCAPE PLAN, LEGEND, SECTION 02380 - SITE ROCK WORK 3. PART I - GENERAL a) 1.01 SECTION INCLUDES A. The work of this section shall include excavation, grading and installation of site boulders placed at the locations shown on the Drawings. The materials to be used for the construction of such structures shall be as specified herein. Site Rock Work includes the following: 1. Stacked Boulder Wall. b) 1.02 RELATED SECTIONS A. Division 2 Section "Earthwork" for grading, excavation, sub -grade, soil stabilization and treatment, slope protection and surface contouring. B. Section 02920 — Lawns and Grasses, C. Section 02930 — Exterior Plants. c) 1.03 SUBMITTALS AND SHOP DRAWINGS A. Submit three (3) samples of each stone type that represents the full range of colors/staining that can be expected. 4. PART 2 - PRODUCTS a) 2.01 MATERIALS A. Type 1 Boulders: I. Stone Type: Colorado Buff Sandstone (to match existing stone onsite). 2. Approved Suppliers: a. Arkins Park Stone Quarries, 970.663.1920 b. Tribble Stone, 303.444.1840 C. Or approved equivalent. 3. Boulder sizes shall be as indicated on the Drawings or where plans do not specify specific sizes, sandstone boulder sizes shall range between 0.5 ton and 1.5 tons. An even number of the full ranges of sizes shall be provided (not all 0.5 ton). Page-23- I -.Op!.Pq r .. .......... 'Me. . .......... .... a arx, WAA NOW, IBM lq.uiil A— music P'4 4 ----------- j 1 4 ----------- 71 V,� ATCHLINE - SEE SHEET 17 OF 2 CITY OF FORT COLLINS, COLORADO COLLEGE AVE. & HARMONYJE; -------------- AD ROA D R Foc"ryf�ollin LANDSCAPE AND URBAN DESIGN IMPROVEMENTS ENGINEERING DIVISION LANDSCAPE PLAN �� K Al -- 7:e.3ba�'O:6:OOC��{c LL •YROAD ® ="Pi��O � 3� 1 ;1 ®a111ii/����1®t��l�'®IIP{9= Q�i•n' I,�1111®Q {�.pxn,•L�'°-r 1EId,/�`l���i°°y CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION MEN Ell, I I �1� ,I 6jo •+r Onral�/iT� t+Wouc �tVrt•[•i L - - - - - - - - - - - - - - - - - - - -t- - Irn wrY- - - - - - - Na-1 1� MIn -c°-=_ i DESIGNED Br: DR. WV Br: MPROKD Br: SEi Crcy of enn, �H Br+n COLLEGE AVE. & HARMONY ROAD Fort Collins SDµE; D•re: aE«ED B.: o. E: LANDSCAPE AND URBAN DESIGN IMPROVEMENTS 16 ��f� r=zoa 07.09.10 BMA 10z0c.10 LANDSCAPE PLAN a �n MATCHLINE - SEE SHEET 15 OF 28 STATION I 10 + 50 TO 1 12 + 67.35 CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION 47 — I,ivmll- E, siv., scl— j t - ----------- 0 4-- WALGREENS —co ...... . ..... 81 -------- SCHRADER'S GAS S TA TION Nor - ----- .7% I c' 7 71 mATCHLINE -SEE SHEET 15 OF 8 STATION 116+62.68 TO 120+00 COLLEGE AVE. & HARMONY ROAD 11 _IF;o2c"ryf�ollln 1.— 7, oill n s LANDSCAPE AND URBAN DESIGN IMPROVEMENTS iDA.: 1— � .1 _: 07,09,10 2- 1 o7APID LANDSCAPE PLAN 28 IRRIGATION LEGEND Qza SLICE I SCHEDULE 10 - . POP-UP SPRAT SPRINKLER NAIuH UPS IB RS A/B — UUFPIPE: C IS11 REFER10 PLANLFOR SIZE SERIES NOZZLE PRESSURE: SD PSI RAOIUS:0 FEET FLOW (GPM. 0-0.26 I-O52 F-105 — IIERAL PIPE 10 SPRwNIERS: 1-1Z00 PLO - e W POP-UP 5PRAr SPRINKLER: RAN NRO 100A-SIN-PITS W/10 I -INCH SIZE UNLESS OTHEINSE WDEAITED SERIES NOZZLE PRESSURE: ]0 PS, RADIUS: IO FEET FLOW IAERu PRE IO EMIEERS: W ION RLSISTMi RAEim'LCNC (GPM). 0-0.. N-DZB -IS, PoLr(]/.-INCH SIT — E. ROUTUq S UMGRAMMATE) — 10 BLABBER$ 10 TREE: W 111*1 RESISTANT UIFOLYEimtENE + . • ppp_UP SPRAT SPRINKLER: Run BIRO IBOA-U-PITS 1/12 OZZ PRESSURE: DO IS, FEET SERIES FLOxLIGPM): C-0.65 H-I.. IF-ZU. (I —El UNLESS OIIEPKIISE NOTED) — —LATERALPIPE TO POTS. W N RESISTANT PBLYET111ENE - - W POPUP SIRAr SPRINKLER. RUN BIFB U S 1/15 PRIS (1/2-INCH SIZE UNLESS OTHERWISE INGUIED) iRIE, H.—PRESSURE]O �RADWS : : FEET _ uOUEL LOWBO6 (.(� 11/(0.25 �uqH FLOW (GPM): 0-0.98 N-IBI F-].20 SCE, RDU1- S DULNAIIMATIC)IRD POP-UP SPRAY NID11 TOOTTERN PITS w11 SB UNCOuuEC1E0 PW[ CROSSING E PRESR. : . SERIES NOZZLE PRESSURE: PSI 1-1 ZI . X 5 EO FEE FLOW (LPM). RCS-O.A9 US-O.A9 SSi-I.21 1.NT-a-CONNECTION ASSEMBLY W BUBBLER ASSEMBLY RANBIND IIDI SERIES Ix ROp1wAERING SYSTEM N SOLATION GATE VALVE ASSEMBLY PRESSURE ]0 PSI FLOW. 0,25 GPM POP-UPGEAR CFNEN NDTRRS: 1U1- PGP-AMA R aKN COUPLING —E ASSEMaT ,W REMOTE CONTROL VALVE ASSEMBLY FORT—NLLR UEPAIS RNNBRD PEB (SIZED PER PLAN) J ) PRESSURE: SO PSI F CIRCLE . NOZZLE 26'R 5 ND22LE NAMES: 2B' ROW: 2 ® REMOTE CONTROL VALVE ASSEM- FOR GRIP: RAINBRD XCZ-IOU-B-GOAD J O' 6.-CE : 35' FLOWN 28 CIA NOZZLE RWeJS: FLOW: ]S GPu ® MANUAL DRAIN HALVE J J e IHiozz� R.nurs �' R • •GGPPu RADIUS: AO' av: 5.6 u N ADJUSTABLE CHECK VAVVE ASSEMBLY EXISTING HUNTER PIP ROTOR SALVACED AND REINSTALLED WITH SAME NOZZLE ®'L RUIN CAP ASSEUOLY �— IND-E CONTROLLER AND STATION 1U19E1 �-- THERITES LATERAL OSCNARGE (GPu) 4 �— INDICATES VALVE SIZE (INCHES) IUUICATES PLANT APPLEAIIOu (P015. PERENUMLS. SHRUB$, BUBBLERS) E ON L AN R I GOxIROLLCR UNIT: CON A EXSTING CONROLLER i0 BE UPGRADED PER NOTE CONDULLERS C W F RAWBIRD CSP-SM-f2 WITH WEATHER SENSOR — —CONTROL LANES 1. CONDUT OR WITH WARNING TAPE IRRIGATION DEMOLITION LEGEND r22'K F-P,G I.- U EXISTING BACKRRW PN—L. ASS 1 -- EXISTING MANLIKE PIE TO REMAIN EXISTING MAINLINE PIPE 10 BE WAxDONED a+ EXISTING LATERAL PIPE 10 SPRINKLENS 10 BE ABANOUxED --- EXSTING LATERAL PIPE 10 SPRINKLERS 10 NEUNN. x EXISTUNI REMOTE CONTROL VALVE TO BE REMOVED Ar EXISTING NENOTE CONTROL VALVE 10 REMAIN •WADS EXISTING SPRINKLER TO BE REIGNED OR RELOCATED .1-1 EXISTING SPRINKLER TO REMAIN %! EXISTING REHEARD. CONTROLLER UNIT INSTALLATION GENERAL NOTES I. READ IHOROIGILY AND BECOME FAMILAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR . SlTTECT NOZZLES FOR SPRATNSPMNKLERS WITH ARCS WHEN PROXCE COMPLETE AND ADEOLMTE HIS AND RELATED WORK PRIOR TO CONSTRUCTION. MAGE WITH MINIMUM DV PRAT OR TIE SITE CONDITIONS. CAREFULLYDJUST THE RADIUS BE THROW AND MEOF[OVERAWE OF EACH SPRINKLER TO PROVIDE TIE BEST 2. COORMAITE U11U1 LOGES [-CALL BEFOIE YOU DIG-) OF UNDERGROUND UTILITIES PRIOR TO PERFORMANCE, CONSTRUCTION, B. HOT PROCEED WITH THE wSTAIUTgN OF THE IRREAION I -EN WHEN 11 15 OBVIOUS IN THE B. SLLEVESI ARREREEOUNNE) FOR INOTHE PWNGOLAND F ELECNN INSTALLATION ATAL WiD IT0EAC PI�q SIEEVJt. FIELD THAT OBSTRUCTIONS GRADE —EREN E EXIST THAT MOM NO1 .4 BEEN [CONSIDERED CROSSING. [ WUIE U51AL1ALON DE SLEMNG WITH OTHER TRADES. ANY PE 0 NGwEERING. M N C xSTR-1 DETAILS, LEGExO. WHICH PASSES BENEATH EISTING HARDSCAPE WHERE SLCENRG WAS NOT INSTALLED WILLW RE SPECIFMA1gNS ME DITHERED. .1. ALL SUCH OBSIRUCt— ON DSCREPMCIES 10 THE R—E HORIZONTAL BOPNG Br THE IRRIGATION CONTRACTOR. ATTENTION OF THE OWNER'S REPRESENTATIVE. 9. INSTALL ALL ELECTRICAL POWER TO TIE INRIOATEI CONTROL SYSTEM IN ACCONGANCE WITH TIE A. TIE DRAWINGS ARE CIAGRAMMATIC. THEREFORE, TIE FOLLOWING SHOULD BE IOtEO. NATIONAL ELECTRIC CODE AND ALL MPLIGNLE LOCAL ELECTRIC UTRITI CODES, THOUGH IPRgAT- COMPONENTS MA BE SHOWN OUTSIDE PLANTING AREAS FOR —1. E FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING. A SECDON CFEUNSIZED PIPE S INITIAL IRR ION PIPE AND WIRING IN DANDSGAPEG RAGS WHENEVER POSSIBLE. 1 H[ IDENTICALLY SIZED ZED N PIPE S SIZE AS BE PWO SIZED SECTIONS THE UNSIZED PIPE SIgUIDiW BE COIL rvFn 1RITNOTHEIA B. TREE MD SNFNB LOCAITgIS AS —H ON LANDSCAPE PLANS TAKE PRECEDENCE OVER DEFAULT PIPE SIZE NOTED W TIE LEGEND. RANGAPLAND G EQUIPMENT LOUNCIT AVTUDAL —UCIFEATURES &I'MEN THE RREAIION M1Eu, (A) 11K AWG CONTROL WIRES FROM CONTROLLER LOCATION TO EACH DEAD tMTIxG MATERIALS, A10 ARCnrtECNRAL FEATURES. I ISTALL FOUR VUKE FOR USE AS SPARES IN CASE OF CONTROL ARE FAILURE. COIL E FEET OF NONE C. USE ONLY STANDARD FEES MO ELBOW FITTINGS, USE BE CROSS TYPE FITTINGS IS NOT IN VALVE BOX, ALLOWED, 2. CONTRACTOR SHALL NAND WATER ANY EXISTING LANDSCAPED AREA DISTURBED BY CONSTRUCTON 6. PENIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPIETEN OF THE PROJECT: MAT CANNOT BE PNNIDED IMMEDIATE AUTOMATE IRRICATION. TO INSURE LANDSCAPE WATER REODIRENENTS ME NET. A Two 12) OFCRAIING NETS FOR EAGI THE BF MANULLI BPEAKED —CS. IS ALL EXSTING ITS IGAT10x SHALL BE FIELD LOOTED PRIOR TO [ONSiRUCiIOx TO ENSURE PROPER B. END (2) OF EACH SE—IG WREAGH OR TOOL NEEDED FOR COMPLETE ACCESS, ApMTMENI, OEuOUTgN ANpRREPAIR OF SYSTEM AFTER NEW CARE IMPROVEMENTS ARE COMPLETED. MD REPAIR OF ALL SFAU KLINI CONSTRUCTION NOTES OCONTRACTOR SHALL FIELD LCUIE EXISTING IRRKAUO1 AP. METEI, AND BACKFLOW AT TIE APPROXIMATE OCA ION SNONG, WN. IF BACKFLBW OR ENCLOSURE ARE EITHER DAMAGED 0R MISSIREPLACE PER LOLL G AS ROUT WHERE SHOMAN EMNE BACKII-SA AND CAP EC1gry MANNEPRIOR TO CONSTRUCTION TD ENCRE ANDR BKKFLBIT S .1 GWMGED WRING 1O RUCR. NEW CUIBSTOP (SIZE PER EXISTING METER) SHALL BE INSTALLED BETWEEN EXISTING uE1ER AND UCKFIOW PER NIAER OISTOU ST.—. INSTALL PER FORT LLNS-ICXiELAND WATER INSRKI STMGwpS,. QCONTRACTOR SNALL FIELD LOCATE EXISTING IRREATEN MANUNE AND CONTROL WIRE AT THE ACP NOTE LOf E. SHOWN. CUT, CM, AND —I— A NUNE AND WIRES IN PUCE AS IND ZATCO MAKE .1. uuxLINE AID MARE CONNECTION MD ROUTE AS SHOWN. INSTALL SOIATION GTE VALVE WHERE INDICATED O2 PEDESTAL LAOUII TIE IRRXANON CGMROLLER AT THE APPROXIMATE LOCATION SHOWN. ELECTRICAL POWER LEGATED ACROSS THE 11NEE1 CAN BE ACCESSED UTILIZING THE EXISTING ELECTRICAL CONDUIT AT THE APPROXIMTE LOGRgI SHOWNCONTRACTOR SHALL ROUTE POWER FROM POWER SOURCE 10 CONTROLLER AS ART OFTHIS CONTRACT. CARE SHOULD RE TAKEN i0 INS1AI1 THE RRIGATICH CONTROLLER IN A LOCATIONTHAT S ACCESSIBLE FOR MAUENANCE. AND)SCRTENED FROM INE'W' BEHU D PLANT MA.ERML FLAN LOU11pN 10 BE MRN PED IT OWNER'S REPREU SEIME. INSTALL wUTHER SENSOR PER CUT ORECTION_ 0�1 CON1RAZTER SHALL FIELD LOEXISTING COMBOLLEN AT E APPROXIMATE LOCATION SHOWN, UPGRADE COG.TE NROLER AS NO AID INSTALL AOD.TIDNAL CONTROL ACRES WHERE IDEATED FOR NEW vuvQ C00ROMUTE WITH SITE'S IRREATEH MAINTENANCE COMPANT PRIOR 10 CONSTRUCI10,. OIRRIGATION SHOWI OUT OF LANDSCAPED AREA FOR CLANIY. INSTALL IRRIGATION COMPONENT WITHIN LMDSCAPED ARIA. OO CONTRACTOR SHALL FIELD LOCATE ITEXISTING SPRINKLER HUGS NDUG EXISTING CURB TINE PRIOR TO CONSTRUCTION AND ONEFTION. ELOCATE EXISTUND SPRINKLERS TO HEW CURB UNC. OB µx1RACTOR SHALL FIELD LOCATE EXISTING IRRITATION SPRINKLERS N 1NB ARU. REUWE HEADS. SALVAGE. D TURN OTHER TO MAWTLHANCE C01— © CONTRACTOR SHALL FIELD LOUIC EXSTING SPRINKLERS MO LATERAL LINES (AID MAINLINE AS APPLICABLE) PRIOR ION MIKE NEOCONSTRUCTION CES— REPARS UPONE THAT ALL COMPLETIONOFE�EW SDEWAS AND ERAE REMAIN CONS RUCIIN TAET UON. ENSNG URE THAT LANDSCAPE S PROPERLY IRRIGATED WRING —RUCTION. ESPECIALLY If SYSTEM IS BUMA . OAS -BUILT CRANK GS WERE NOT OBTAINED FOR THIS SITE, THEREFORE SPRINKLERS AND VALVES IN THIS AREA Carp NOT BE —FILED, CONTRACTOR SHALL COURpwTE WITH CURREM LANDSCAPE MUNENNNCC CREW TO FIELD LOU E EXISTING SPRINKLERS AND —ES TO DEERMwE SPRINKLERS TO REMAN, RENUME, AND OR RELOCATE FUNALLE SPRXKLER LAYOUT SMALL BE NEW-iD-HMO COVERAGE AND MADU ED PRECINTATUCH RATE AND SPRINKLER TYPE. RAC10R SMALL UTILIZE SALVAGED SPRINKLERS FROM OTHER AREAS ON THE ARDOR PUU COLLEGE AMENEA SITE MO CHIEF AT THE APPROXIMATE LOCATIONS SILWN. UTILIZE NOZZLES ALREADY IN NEWS. SP IIKLER gN5 SHOWN ARE OMLRMMAIK MD SMALL BE INSINELO i0 COMPLETE HUD -TO -HOW CNERAGER wITHgREATIW TDH NG P' TO ORSiuunGx.1, CONTRACTOR SHALL LAYOUT HEADS AND CAN ARPFORIA OGOUTRAC1aR SHALL FIELD LOGiE EXISTING SPRNKLER LATERAL AT TIE AP-11MAE LOCATION SHOWN, CUT AND CAP UTERN WHERE NOMEATED AND MIKE NEV LATERAL CONNECTION. ROUE NEW LATERAL 10 NEW NINNLERS AS SIgWN. OCONTRACTOR SHALL FIELD LOCATE EXISTING MAINLINE AND WIRES (OR NEW ACRES WHERE INDICATED), INSTALL NEW REMOTE CONTROL —VE. HECK WIRE CONTINUIry PRIOR 10 USE. 10 CONTNACTOR SHALL FIELD LOCATE EXISTING REMOE COUROL VALVE FIT RE APPROXIME LOCATION SHOWN. CUT AND UP EXISTING LATERAL LIKE AND ABANDON IN PUCE, INSTALL NEW LATERAL LINE AND ROUTE TO NEW SPRINKLERS AS SNMN. 11 CONTRACTION SHALL 'TUB -ONE 1.25- MAUILWAN D D SIX (6) COUiNOL WINES, PLUS SPARE AND COMMON WIRES AT THE MPROXIMAE LOCATION —IN INSTALL SOLATION UE VALVE MD WANES W A CAROM HIGH PERFORMANCE SERIES STAHEARO VALVC DON. LOOP I OF WIRES IN SAME BOX FOR FUTURE USE BY SCIRAOR'S CWxTRT STONE. n:A1. .. T �yIy�0 100% COMPLETE NOT FOR CONSTRUCTION CITY OF FORT COLLINS, COLORADO °t ALP.. aLP ......Ewa .. -SMEE1 Fort Collins self: DALE afcKEO BY: BAIe COLLEGE AVE. & HARMONY ROAD i 8 ENGINEERING DIVISION �`�../"'�� r•=30' TE os 10 ewe o� Os 10 LANDSCAPE AND URBAN DESIGN IMPROVEMENTS OF 28 NEE �i� oppc EXI IAINB RD ESP-24MC. n2a BAC 'X' TING I UPGRADE EXISTING MITER rCIDISIIRCI-LIER TO NEW RAINBIRD ASSUMING 21 GPM ESP-32MC, UTILIZE EXISTING CONTROL CABINET. A, A A 7 c 2.5 1A 1. 9 A 2 r--INSTALL EIGHT (8) 13 1 SPARE CONTROL WIRES A bbir 16 't, 2 2- 5 IN 6" ROUND VALVE BOX. L YARD RD n4 :L L 4 ------------- -4 1 JJi . . .. ....... . ........... zl;l---;"::.;. V..... ............ ............ ------ Fl - - -------------- 3 ----------- .............. .... ...... 3 F2 -- LONi ROLLEft "nf.. -.- HARMOIVYROAD Poc Dri 3 D3 EXISTING 3/4-INCH ------ ACKFLOW & METER PRESSURE:--60 PSI cn -- ---------- - -------------- FLOW:, 10 GPM- - - w . . . . . . . . . . . .......... ... . ......... ---------- - Iiii Rim, F 5 CD 5 7 oll 120 VAC POWER REOR'D (�)(�)CONTFROLLER:�- T/ ....... ....... u A------------- . ...... ...... .. .. . -7 ------------- Pit A p� ---------- - c L CA2 it, EXISTING 1,5-INCH 2.5ASSUMING 50 GPM I b I r 8 EXISTING HUNTER ICC800� SPARES DESIGNE�'S NOTE z UNKNOWN. VALVES IN THIS AREA WERE NOT IDENTIFIED, — Al THEREFORE VALVES ASSOCIATED WITH ZONES ON 9 50 PLAN ARE NOT CORRECT. CONTRACTOR SHALL ARBOR PLAZA It 1.5" FIELD LOCATE AND OPERATE EACH VALVE TO - DETERMINE WHAT ZONE IT OPERATES, MAKE I;!I NECESSARY ADJUSTMENTS TO DEMOLITION PLANS PRIOR TO CONSTRUCTION. M RRGA 770N CONSUL MAIR hvr 100% COMPLETE Not FOR CO —RUCTION BY DFIVM BY; 1—T CITY OF FORT COLLINS, COLORADO City OfC 0nS -- MLP rEMLP COLLEGE AVE. & HARMONY ROAD 19 nQ k� t ENGINEERING DIVISION .'r -3.. loeozo9.lo EWP oz09.10 LANDSCAPE AND URBAN DESIGN IMPROVEMENTS -----------'ri M2 — — — — — — — — — — — — — — — — — — — — — — ------ — — — — EXISTING 1.5" BACKFLOW AND METER ON NORTH SIDE OF M3 I� ! 13 E _ ' ~ r — — — — — — — Mc DONALD'S ON THE NORTH SIDE OF THE PARKING LOT, 8 J 3 II EXISTING RAINBIRD 16 STATION (12 STAT. USED) AND HARDIE Dfi 27 I-- ---- 12 STATION (6 STAT. USED) NEXT TO BACKFLOW. NO SPARE 1" NA M ;. -' II i- - - - - - - - - - WIRES WERE LOCATED. 30 j 2Is NA i° :/ j9 T 8 - I x' ] iD I - Dd _ C8 GAS STA T/ON r - - - - - ,C.' MCDONALD S x 6a _` W 1" E j �- t" --- - -- \\` olls Dn i Ex:S f �• Is I_____—_—_ _ i SCENES _�L 8 1 Drl� Dri 1 / rn`I�"`"'"' + L �•-=1�7-�F`-'a--s'��a'--sue---Y - —T\0 i"�'\� / _ - .. 3 rni5 /Q! b % F ... B . __ r w Y F; -' Dr 5 I 1" `S ; �V ots j i� , a ry u _. 6 4 \ 'CRONCRE Ex N - - � C DErna A,s Ex "-,.I !n ...... .... _.. .-:.:- _. i j XRIGN SC EB II I w / LU 3! . SLEEVE 5 3i HARMONYROAD Dn I'I �I Drfi _ I w a I C CAS 5 \\ Dn 5 S1 C0 mis �' ' - T __. f I w 3 ," �' ARMONYRO .'a -.__ ......... ..... iI �� D1r" �n CIS C5 ; 1 H Ali I to MIS .... .�...; -.... 3 �.. - r5. _ Df1 I�RY Ot5 K 1 ry_ II, i 3 sEE z r - I. I � I i 5 aw /6\ 4 - - s CEs ly 5 U , <� PANDA ._ v - v I DESIGNER'S NOTE: II ,�� l' Ic 2 LOCATION. WIREE ARE EXPROES 0 I 25SGPM AVAILABLE) If �• 41.y �„ ...,.1__, I I W 3 (./ I/ l + I IF SPARE RES EXI TING I" �4) I LOCATED AT THIS CA4 BACKFLOW (ASSUMED I_ __ '`1 �-r L2 �88 C (' X ✓ I �t LABLE) p BUBBLERS CAN BE 1" S3 (x ', j3 18 3 3 I iI INSTALLED. IF SPARE RAINBIRD 16 STATION 22 l .t i'; ' 1 u I �a ii WIRES ARE NOT j CONTROLLER, 12 i" C " i, `t 1" 3 FOUND, TREE --I O ,i _ x! BUBBLERS ARE NOT TO USED. WIRES. VISIBLE BE INSTALLED. I SPARE WIRES. ;X,, 1'. ';• -� 8 ;It3 ! CONTROLLER I �i'a SPOTLIGHT Sp 1 j It , EX EXISTING HUNTER PR O-C I!¢ c� l'ivi usail MUSIC 25 1 - I'' I(;_ ) I 1�.. T" 12 STATION, 3 AVAILABLE, 1 I!� oI �-'Ve _ 2 SPARE WIRES. 2a i•�; _Call1poc— ii____________, i I IVY CONTRACTOR SHALL STUB OUT TEN (1) SPARE CONTROL WIRES I-- " INCLUDING COMMON, FOR FUTURE i 71 USE BY OWNER, THREE FEET L00 • IN 6-INCH ROUND VALVE BOX. 4 ' - 100%COMPLETE I � W I ICI I NOT FOX CONBTXUCINIM KEY MAP - — — — — — — — — — — — — — — — - — ---I — — — — - -------e--4--------- MATCHLINE - SEE SHEET 22 (SOUTH){ DESIGNED Bv; DRAM Bv: nPPRORED BY: SHEET CITY OF FORT COLLINS, COLORADO City f MLP MLP EWP COLLEGE AVE. & HARMONY ROAD 20 a City S s1n= DaC: NEaf11 ev: De 7 LANDSCAPE AND URBAN DESIGN IMPROVEMENTS ENGINEERING DIVISION 7" E3 I 07.09.1 0' EWP o7.09.10 00 SCHRADER S GASSTAT/ON iJ C• I I I I I ■ RCT MAr BUFFALO :', - - WILD WINGS yf'W. Tt "moo 'H f G I { ..., _ _ _ ___ __ ___ _ ___ f}3n' _____ ______________ - CONTROLLER 120 VAC POWER REOR'D POCO HARMONYROAD - U C s D EUTING 1—INCH gsT1 SLEEVES ASSUMING 25 GPM , ------------ J� J Dri 1" I /SEASTHARM0NYR0AD 1 a _ _ ___ __ _ : i mm NRcSnONCONS►araxrs, Na NoO0%� COMPLETE R CONBTROCTXIN �I CITY OF FORT COLLINS, COLORADO oaty rt M a M P—CKEWDa� �llll Ill Fort Collins s1.LE aEDNED R. DUE COLLEGE AVE. & HARMONY ROAD 21 ENGINEERING DIVISION .�`�� r_30' oA070B10 EwP 070910 LANDSCAPE AND URBAN DESIGN IMPROVEMENTS a28 MA SHEET 20 LSOO TH I I IR I I I I 1 1� �I I It Y In I t I4 l µ I 1 I I I I] � I It I I I i � I hl I A y I (( {I I I I I I I 1 I - CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION iol cmm—_y I I I ii I I I° ! qi !. 41 I 1 �, Q WALGREENS 1— „i tl �'� 14 �I I I ` I I I : i I Nam'' SCHRADER S 7 "`€ GAS STATION • I" 1 I I 'E' j I � ___ e r _ _——'— 1-1— MATCHLINE - SEE SHEET 20 (-NORTH) 40- 100 % COMPLETE NOT FOR CONSTRUCTION 46 IDS IRRIGATION CONSULTANT$ W CRY f M a M a EWP COLLEGE AVE. & HARMONY ROAD 22 0 FortC011inS u>EE: -- 7.09.10 ME<NEoev: 'o.09.70 LANDSCAPE AND URBAN DESIGN IMPROVEMENTS ° EwP 07 v AIVC Oz W1. COrLR: ARBOR IG110. BRAND LID 11TI VRLVC 1GY PNC O 200 PIPE (IFNGin AS REELINGT) 3-Ixtn u:.1— BEPIn DA 3/.-NCH wASnC GMVB BROW (I a 21 DATE E OP RATING NOT,T FS MROLGNONWRR G STESE IS- TO W.TCH NVNUNE) PVC NANLINE -... .D NALE ADAPTER (SPEWS SP-2-De)l) ��NOTES 1. NONSNL SZE OF DATE WA TO WTC1 NOIRAL NWNUUE SIZE 0/ , 11SOLATION GATE VALVE ASSEMBLY SIRAY E, PER PTAN SEE LECENOLFOR NOBEL MIS- GRADE/TOP OF uUX. ZPLAY CDT: ixSAY AND''PM' FUTURES 7—SEE LCUUD FOR LIOOCL 1/2-OCx NAIE PRI . A90 NCH BARB RWW: RUN BIRD NOOL SBA-050 �Pq SCN .0 TEE OR D. FAa1 APE. 12-OUCH LENGM: �� BRD ST— / 14-INCH POP-UP SPRAY/ROTARY SPRINKLER ASSEMBLY / o \ SINGLE OUTLET EMITTER. ASSEMBLY OFNSER END UP. PITY BRD NOEL DISC-025 IM/. LL Rq —E: DRD- 25 1/.-NCI DISTRIBUTION NGNG NUCCH BC PIPE �EGFGTIONS) VALVE BOX WITH COVEN: ANUOR 181101 BRAND LID WITH vNVE 'O' FwLSH CAADE ONCR E—ING v4vE: RUN BRD SLRC STUwFSS STEEL NOSE CLAN11 1 2) REOWOD STAG 3-u4n DEPM OF 3/1-WWI WASTED GNVCL BRcx IT v 2) SENTxFIE, LEE (LENGTH —1) P E-FABRIUIED $WING JOINT: AO P FEE OR EL WON MT OUTLET 1 QUICK COUPLING VALVE ASSEMBLY FINISx GRADE/TOP OF SULCH PoP---UP ROTOR SPNI1UF wIM LESS STEEL BEER AND SEAL-O-NATC FUTURE a 1 GEAR -DRIVEN ROTOR SPRINKLER ASSEMBLY RANBIRD IF ONWUNE NOOEL RFD-D6-12 PUNTER, SEE 1"ESU E (LENGTH AS REQUIRED). DETAILS EUFFTERrvGOI 1— FLUSH w H SOIL LU.vE OW W T. — . /RNOR 18110. WAND TO WTI w FA. R DE vuvI wRRER-. RAN END NOOL 631C 2-I/}LOCH P.0 CL 2DO PIPE 0.Exttn AS REOURED) O °a Owlcrc II a 2) I� PVC SCn SO NPPLE (20-INCH UNTI �/—PVC SCH GO HIPPIE (10-INCH LFUGIH) 11 OEL(I 121 " SN SON [TON(10LOC1 LENGTH) WAM OUO `SP 3.0 <UKUBC fEf1 N 3/1-INCH PASTED rvrE I ' oo s-wcx vuvE w,x woss IuxDlc: wico P.0 SON BD NFPLE (ISO -NCH —TT) i, WEPIE PO BE SET OWE OVER DATE WN TO ALLOW FOR OPERATION OF nWT DNBNG. / z 1 MANUAL DRAIN VALVE ASSEMBLY b-NCO MEW _TN DA NOTE. Cd1E0 INUER PROOF DOxNECIXIN (1 O 2) CIINSTY N TAG ,LYE Wz WTH CNEP: NRNOI Ii011B BRAND ll0 WTx vUVE NONBER RN1SH GWOE/TOP O Nufx IR uOTE [W2ROL vNVE: RAw B. PESS PRIES (SUED AS —N ON OWWI SPURS P.0 1. I:ugN BALL vHVE M GE .0 EL (I OF i) _APPRWCD GEOTEO _" UBM (1ILLND TO- UP OW WALL) BRCW P+C SCn O PwE (LENGTI AS REWIRED) PVC WN—E YS 10 TEE OR EL LOOR1 SPARE WIRES N v.NVE BOW '.0-IKx 4RWNW OPIN OF /.-rqx WASHED uuvEL YD QED FRESSRE REDIUTOV AND NOTE: USE BARGED INSERT FIBUW3 ON OFF UTERI. %PE Wrt NOSE CUNFS. PLACE CE EUION DRF NBu.G GRECILLY 0- BARBED AREA OF nO WCn CUu3 ARE NO1 AGEEPU6L[. 1-1 RAN BRD 111-lO-OW DRIP VALVE ASGE—. I 3. U'UIn RAN BRF LET_1O-PRF FOR FLOWS LESS TURN 5 GPM. / ' 1 REMOTE CONTROL DRIP VALVE ASSEMBLY SURFACEDRIP MO GP OPENING TO DE RD II -INCH SCH..D PrC ODEL NDCFPCAP ( OF 2) RISER (LENGTH TI INED WATEFTi0 BE REOUREO).SUL GM ilk 1/2-NCH PVC 1IRE.ADEOU��"�o" _.1-NCH OPENING PER6-NCI ACCESS PEEVE LANDSCAPE DETAILS _.�-I FOLYER EEGHFILNDNE DRIP Y LwOSDARE. BY OTHERS PRESSURE FiNO D.R Irv/ b-UCH UATAR LENGM DE -1. GUUD 11TER PROF CONNECMN II (N 2) 0 TWO v— Oz w CVER: ARuOR 111121 BRAND U. W11N VALVE x 8ER REMOTE COMROL vA IE: RAN 0 PER SERIES I— AS vgWN ON BNWNGS) III. GRADE/10P Of uU.. RS PVC TRUE UNION ULI VALVE .1 EL F .) P.0 SCn SO WPE (LENLTn AS REWIRED) Pq NUNLxE n .O TEE OR EL LOOP E' O 2 SPARE ES IN VALVE OW WAIF ADAPTRT ER . SCx .0 (SPFAR6 -2-DDGI) 3.0-NCH NMNUN DEPTH UT 3/.-RICH wASxED GRAVEL / 1 REMOTE CONTROL TURF VALVE ASSEMBLY NCI GRATE I.DI BUBBLER ASSEMBLY TERI .1. 1POE AGE iEu �TH OF2): ELLS W/ABI%D SGrvN STER SGWIN GBP PESASSc Nv PIPEw SECIgry RWY DRIP LATERAL RAIN 81RD RwS-B ROOT BALL 0GRIP LATERAL � �_�PLAN RUN BIRD SWING PIPE / 0 1TREE BUBBLER SYSTEM ASSEMBLY IIFr}-1/2-INCH SSF INSERT TEE DRIP IRRIGATION TU81IG OR SWEEP ELL 10 E1. N NOTE 1 DEAiOR FUG RASES TO 90 DEGREES WHEN PRESSURE REACHES 10 PSI OR MORE. TN2E ft IINBIRO EASY IT Cu 1. OONgTN FISTING. INDICATING THAT ONE SYSTW IS OPERATING. 2. INST�EN EMITTER BOW wHR H F SIDE OF TSE NEEDED. SNARE LANDSCAPE DRIP 2. CONTRACTOR TO INSTALL INDICATOR IN A MSIELE AREA. LINE OVER SOIL SURFACE THROUGH PLANTIUGS. SLAKE AS NEEDED. J. INSTALL ON DRIP SYS1EN5 AND BUBBLER SYSTEMS. I20 ip GA MN CONILI/IT 04 K 10 INLINE DRIP IN PLANTER I I DRIP SYSTEM INDICATORIWN�1nY11.LJBAMlW1#I1�VF I EMJW I_pMFN N4 POT ASSEMBLY ASSEMBLY ,. w,R,NN A'i'...c 401 100% COMPLETE NOT FOR CONBTRUC1E ON Wry 9Y: APPROVED BY: CiTY OF FORT COLLINS, COLORADO atvgr MLP MLP EWP COLLEGE AVE. & HARMONY ROAD 23 FOI t Collins scnLE: DALE: aECREo aY: oerz: LANDSCAPE AND URBAN DESIGN IMPROVEMENTS ENGINEERING DIVISION �J� 1"=}0' 07.09.10 EwP 1 Oz09.10 ISOUMx vAK ADJUSTABLE CHECK VALVE ASSEMBLY AVE TO W1D1 COKR: ATTIOR 1B OA, BPAIm TO T. IRROAIW CORPoNFRI IOU) UNISn CRAM IN -UK -CI, — RAHBIRD AW DRIP LATERAL POLTEImLEHE PRE BROL IT OF Z) B-RCN DEPTH OF 3/1-INCH WASHED CRAWL POLY — ADAPTER ROL vAK (N DLAH R wxn01E ELF ALIGDNER - Do IRS R-t536) wHTn STOP Of' .1 T FInwL UD IMTALL RUSx WIM TOP Of' WAIT. HB' (ID) x 36' A_A CDHGRETE W. PLAN VIEW 0/A-wCx WASKp tw.vFlN M S: R1 PENCTIUTIDfi WHIN wOU-SHPNN CPorr UOUi (TxPWA) 1 VALVE BOX IN CONCRETE ASSEMBLY —1. LATERAL LAII- PIPE PURE AND WIRE k 3A-V WIRE SlE1VW0 /-I GRID. � --C. SUB D. O` T ] ® EZCAVATED u.ATERML �� azODN a COKR wRRM h SLEEVE �g 1 TYPICAL TRENCHING DETAIL M (WER: ARMOR 101IOR RIM TL' OE/TOP Or MULCH ALRFIN MODEL CETC-SR .MPRESSON m [ROSS- O LOOP PT' Or 3/1-INCH RAWIL D/R-INCH GRIP IATEPAI PIPE COLLRES901 EL NOR: �I�LOOP WRIWD RW BT*l O P HUBING HSIDE —1 Pox IOR IIIRE—H OUTSIDE OF BOz tg 1 DRIP FLUSH CAP ASSEMBLY SECTION A -A H. 1. STE ALL PIPE AND WIRE SEPAL 1. Z.ALL PIPE 10 BE IxSiutID PER u L—DWER'S Sv[OF.— ' E' DRLEMO —1 PPE M TRENCH PRWOE A I— OF Z' 0.FM 1 0 SERE DA FROWN ANO BENCH PIPES, 1. AL IZTV WIPAD S— K WrSTALLED N A[CDiWWE Inin LOCAL CODE WENT TENTS. TAPE AND BUNDE N-V WIFE EKPY 10 ANO PPOW)E LOOSE TI' LOOP AT ALL CHAITS OF ORECION MR W OEGRELS, FA UT MWC.— IR. SEESEGEND FOR MDDEL IM VDT, 15 Auv 3—RECEPTACLE 0 DNSb[ CABULL)SPARE — STORED ROHR PEDESTAL USE ARE DES TO SECURE COLS Iu u 10 FT, SWEEP ELL SIZE x IS' x 18' CONCRETE FINEHO FOR PEDESTAL ASS[MBL'I, ROUTE IZW AC ELECTRCA POWER, COLRRAOR AND CONTROL WIRES MRDWn COWERAT AS SHOWN UNSI GRADE N E -_ IIII CONTROL WIRES TO ELECTRAX VAKS /6 — TOPPER uaLRRON+c HIRE 10 BPO.,I CLAUP COPMP CLN LRAQT IRT POD ED 0' , 8) PAN nCCTRW PAPT NURBEP 18H0]. �� 14 1 PEDESTAL MOUNT CONTROLLER ASSEMBLY :AIL ENDS OF SLEEKS MTH CLMn DUCT TAPE O SLEENNG (MURAL) WDTE'. 1. AL SLEENNO 10 BE SCnEDIAE 10 BE M. 92ED AS NOTED,. Z. NSTA1 SLEEKS w SIDE-B,-SIDE OONFAPA— WHERE uA.— SLEEVES ARE N OL NSTALCD. SPACE/XEC�VES TO 6' APART. W HOT STACK S IVES KRTA-1. TYPICAL SLEEVING DETAIL ROTES: I ALL ELECTRWA REARM MUST COKORM 10 I1%' ENTES PETER TO Rio 7 UTCRATUPI FOR ANTO INSIAIAIOH REWREUElpT Z. INSTAL DOUNOINC ROD AT LEAST 0FROM CONTROLLER NOT SURGE PROIELTON. u"UZI PULE LLFCTRW 'ONE-SHOT' WELDINGxrt, PART xUMBER Ifi OS] A AL ONE (I) ORv FITTER FROM NEAREST DRIP 11E IN —E DOx G GROUNDING ROO. 5, TE IHSTALUItu1OW III SIEVE 11 WTI CITY OF FORT COLLIS CFWA'S DEP RTUFNI. 6. LTSTALL - TER 5[xSUR W xEAHBY POST, PER PARKSDRECMN. AND LW.VTACTURER'S RECO L—DATONS. „".a M RNCAT/ON CONSOITAM, At 100% COMPLETE r. ,m�HwT v NOT FOR CONSTRU—N CITY OF FORT COLLINS, COLORADO Cttyof MLP MLP EWP COLLEGE AVE. &HARMONY ROAD 24 ENGINEERING DIVISION /^FOft CollinS SCALE: D E cxccRED er. D E LANDSCAPE AND URBAN DESIGN IMPROVEMENTS °G _ a-J � t"=30' A07.09.70 EWP I A07.09.70 5. PART 3 - EXECUTION a) 3.01 SELECTION OF STONE A. The Contractor shall submit photos of available stones/boulders for Owner's Representative review/selection. b) 3.02 HANDLING A. Handling of the stone/boulders shall be carried out in such a way that the stones/boulders are not damaged or scarred. Damage stones/boulders may be rejected by the Owner Representative. c) 3.03 PLACEMENT A. Placement of Type 1 Boulders: 1. Place stone/boulders with flat side up and most attractive face (as determined by Owner's Representative) facing activity areas, unless otherwise noted or directed by the Owner's Representative. 2. Vertical Joints: Chisel or hammer stone as required to achieve joint widths as indicated on the drawings. Stone chinking will not be allowed. 3. Horizontal Joints: Joints between horizontal courses of stone shall be level, unless otherwise noted. 4. Tolerance: Top of Boulder or Top of Wall elevations shall be within 0.1 of the designed elevation. 5. Bury approximately 1/3 the height of the stone/boulder, unless otherwise notes. 6. Locations and quantity shall be as indicated in the Drawings. Final placement of stone/boulders shall be reviewed and approved on site by the Owner's Representative prior to placing paving, surfacing and landscaping in abutting areas d) 3.04 CLEANUP A. Remove unneeded stone debris from the site. B. Clean dirt, debris, trash and other deleterious material from stone surfaces and surrounding areas. END OF SECTION Page -24- __ / WRIGAMx! COMROL [ IRPoGTION CONTROL -- -- -- -- -- — I.I JI I I I I Q' ly ' L——————— — — — — —� i ��� I ------I ----------- -(___ \ 6 0 PULL BOx -- _— — — — — — } ----/ . .. —4_. - 1 EX�E� ErPREdf PULL 4% I' 1 — SERVICE EOUIP4ENT -� I CO QPER TO OIH%iE ELRILOGTION WIITN 'I PORT COLONS POWER wND ETCHING I uusic i I NE I - © SITE ELECTRICAL PLAN P«IN CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION FCit ofollin""`•�" "' ort Cs --- `B o�C 1 �6wZeNY I I I I I' I WI' I q III tl .. 111 I I )YI .� . 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CITY OF FORT COLLINS, COLORADO Fort Collins ENGINEERING DIVISION HUREACE W N 1/B" —NO OR PAVEUENT LEVEL— DIA. 2a DUIT 0 75'DMININUMPUNLESS+ OTHERWISE r NOTED A Al .g• ANCHOR BOLT ASSEMBLY—.15NED M- POLE USE MANUFACIIIREWS 6)WNTM 9VER11CAL FEBM WELD CAGEi xI1N0NIS —AR AT TOP 0' NOp( CONDUIT TO FN MTHIN DPENWB OF STREET DUFWGRPWR OF CONCRET—MENT AND E. I T POLE BASE 5) No 3 TIES O 10 0C. 3' MW COVER vA1H 6" MLDEO P Mw- CONCRETE TO BE 3,000 PBI Al 28 DAIS. BASES TO BE CAST -IN -PLACE. It engineering LIGHTING POLE FOUNDATION DETAIL GRTG«LrN� «DR.DD ND SCALE (R /O) Z1a-vlOo ..c®tn:rAEsc.croAr of PLOT DATE:1/5/TOFF. Bv. w� AMN BY: APPROVED BT: I ET 5— o¢aED .: DA COLLEGE AVE. & HARMONY ROAD 28 I LANDSCAPE AND URBAN DESIGN IMPROVEMENTS °P 28 SECTION 02810 - IRRIGATION PART I - GENERAL 1.1 SCOPE Furnish all labor, materials, supplies, equipment, tools and transportation, and perform all operations in connection with and reasonably incidental to the complete installation of the irrigation system, and guarantee/warranty as shown on the drawings, the installation details, and as specified herein. Items of work specifically included are: A. Procurement of all applicable licenses, permits, and fees. B. Coordination of Utility Locates ("Call Before You Dig"). C. Verification of existing static pressure. D. Connection of electrical power supply to the irrigation control system. E. Maintenance period. F. Sidewalk sleeving for irrigation pipe and wire. G. Connection to existing irrigation tap and meter, backflow, and or mainline. H. Connection to existing controller. 1.2 WORK NOT INCLUDED Items of work specifically excluded or covered under other sections are: A. Payment of all development, plant investment, or any other fees and permits associated with the purchase and installation of the tap. B. Roadway sleeving. 1.3 RELATED WORK A. Division 2 - Site Work: 1) Section 02920 - Fine Grading and Soil Preparation. 2) Section 02931 - Seeding. 3) Section 02932 - Sodding. Page-25- 4) Section 02950 - Trees, Plants and Ground Cover. 1.4 SUBMITTALS A. Deliver four (4) copies of all required submittals to the Owners' Representative within 15 days from the date of Notice to Proceed. B. Materials List: Include pipe, fittings, mainline components, water emission components, control system components. Quantities of materials need not be included. C. Manufacturers' Data: Submit manufacturers' catalog cuts, specifications, and operating instructions for equipment shown on the materials list. D. Shop Drawings: Submit shop drawings called for in the installation details. Show products required for proper installation, their relative locations, and critical dimensions. Note modifications to the installation detail. E. Project Record Drawings: Submit project record (as -built) drawings to Owner prior to commencement of maintenance period (refer to specification section 3.10 for specific requirements). 1.5 RULES AND REGULATIONS A. Work and materials shall be in accordance with the latest edition of the National Electric Code, the Uniform Plumbing Code as published by the Western Plumbing Officials Association, and applicable laws and regulations of the governing authorities. B. When the contract documents call for materials or construction of a better quality or larger size than required by the above -mentioned rules and regulations, provide the quality and size required by the contract documents. C. If quantities are provided either in these specifications or on the drawings, these quantities are provided for information only. It is the Contractor's responsibility to determine the actual quantities of all material, equipment, and supplies required by the project and to complete an independent estimate of quantities and wastage. 1.6 TESTING A. Notify the Owners' Representative three days in advance of testing. B. Pipelines jointed with rubber gaskets or threaded connections maybe subjected to a pressure test at any time after partial completion of backfill. Pipelines jointed with solvent -welded PVC joints shall be allowed to cure at least 24 hours before testing. C. Subsections of mainline pipe may be tested independently, subject to the review of the Owners' Representative. Page -26- D. Furnish clean, clear water, pumps, labor, fittings, and equipment necessary to conduct tests or retests. E. Hydrostatic Pressure Test: 1) Subject mainline pipe to a hydrostatic pressure equal to the anticipated operating pressure of 150 PSI for two hours. Test with mainline components installed. A 2 PSI pressure variation is allowed. 2) Backfill to prevent pipe from moving under pressure. Expose couplings and fittings. 3) Leakage will be detected by visual inspection. Replace defective pipe, fitting, joint, valve, or appurtenance. Repeat the test until the pipe passes test. a. Cement or caulking to seal leaks is prohibited. F. Operational Test: 1) Activate each remote control valve in sequence from controller. The Owners' Representative will visually observe operation, water application patterns, and leakage. 2) Replace defective remote control valve, solenoid, wiring, or appurtenance to correct operational deficiencies. 3) Replace, adjust, or move water emission devices to correct operational or coverage deficiencies. 4) Replace defective pipe, fitting, joint, valve, sprinkler, or appurtenance to correct leakage problems. Cement or caulking to seal leaks is prohibited. 5) Repeat test(s) until each lateral passes all tests. 1.7 CONSTRUCTION REVIEW The purpose of on -site reviews by the Owners' Representative is to periodically observe the work in progress and the Contractor's interpretation of the construction documents and to address questions with regards to the installation. A. Scheduled reviews such as those for irrigation system layout or testing should be scheduled with the Owners' Representative as required by these specifications. B. Impromptu reviews may occur at any time during the project. C. Final review will occur at the completion of the irrigation system installation and Record (As - Built) Drawing submittal. 1.8 GURANTEE/ WARRANTY AND REPLACEMENT Page-27- The purpose of this guarantee/warranty is to insure that the Owner receives irrigation materials of prime quality, installed and maintained in a thorough and careful manner. A. For a period of two years from substantial completion, guarantee/warranty irrigation materials, equipment, and workmanship against defects. Fill and repair depressions. Restore landscape or structural features damaged by the settlement of irrigation trenches or excavations. Repair damage to the premises caused by a defective item. Make repairs within seven (7) days of notification from the Owners' Representative. 1) Maintenance shall include winterization for fall of 2010 and startup for spring of 2011. B. Contract documents govern replacements identically as with new work. Make replacements at no additional cost to the contract price. C. Guarantee/warranty applies to originally installed materials and equipment and replacements made during the guarantee/warranty period. PART 2 - MATERIALS 2.1 QUALITY Use materials which are new and without flaws or defects of any type, and which are the best of their class and kind. 2.2 SUBSTITUTIONS Pipe sizes referenced in the construction documents are minimum sizes, and may be increased at the option of the Contractor. 2.3 SLEEVING A. Install separate sleeve beneath paved areas to route each run of irrigation pipe or wiring bundle. B. Sleeving material beneath pedestrian pavements shall be PVC Schedule 40 pipe with solvent welded joints. C. Sleeving diameter: as indicated on the drawings and installation details or equal to twice that of the pipe or wiring bundle. 2.4 PIPE AND FITTINGS A. Mainline Pipe and Fittings: 1) Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF) approved pipe, extruded from material meeting the requirements of Cell Classification 12454-A or 12454-B, ASTM Standard D 1784, with an integral belled end. Page-28- 2) Use Class 200, SDR-21, rated at 200 PSI, conforming to the dimensions and tolerances established by ASTM Standard D2241. Use PVC pipe rated at higher pressures than Class 200 in the case of small nominal diameters which are not manufactured in Class 200. a. Use solvent weld pipe for mainline pipe with a nominal diameter less than 3-inches or where a pipe connection occurs in a sleeve. Use Schedule 40, Type 1, PVC solvent weld fittings conforming to ASTM Standards D2466 and D1784. Use primer approved by the pipe manufacturer. Solvent cement to conform to ASTM Standard D2564. B. Lateral Pipe and Fittings: 1) Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF) approved pipe, extruded from material meeting the requirements of Cell Classification 12454-A or 12454-13, ASTM Standard D1784, with an integral belled end suitable for solvent welding. 2) Use Class 200, SDR-21, rated at 200 PSI, conforming to the dimensions and tolerances established by ASTM Standard D2241. Use PVC pipe rated at higher pressures than Class 200 in the case of small nominal diameters which are not manufactured in Class 200. Use UV radiation resistant Schedule 40, Type 1, PVC solvent weld fittings conforming to ASTM Standards D2466 and D1784 for PVC pipe. 3) Use primer approved by the pipe manufacturer. Solvent cement to conform to ASTM Standard D2564, of a type approved by the pipe manufacturer. 4) For Drip Laterals within pots, utilize inline drip tubing per detail. 5) For drip irrigation laterals downstream of control valves, use UV radiation resistant polyethylene pipe manufactured from Prime Union Carbide G-resin 7510 Natural 7 manufactured by Union Carbide or a Union Carbide Licensee with a minimum of 2% carbon black, and minimum nominal pipe ID dimension of 0.810" for 3/4 inch pipe. of 0.613" for 1/2-inch pipe. Use PVC /compression line fittings compatible with the drip lateral pipe. Use tubing stakes to hold above -ground pipe in place. C. Specialized Pipe and Fittings: 1) Copper pipe: Use Type "K" rigid conforming to ASTM Standard B88. Use wrought copper or cast bronze fittings, soldered or threaded per the installation details. Use a 95% tin and 5% antimony solder. Page -29- END OF SECTION SECTION 01330 - SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals. B. Related Sections include the following: 1. Division 1 Section "Project Management and Coordination" for submitting and distributing meeting and conference minutes and for submitting Coordination Drawings. 2. Division 1 Section "Closeout Procedures" for submitting warranties. 3. Division 1 Section "Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data. 4. Division 1 Section "Demonstration and Training" for submitting videotapes of demonstration of equipment and training of Owner's personnel. 5. Divisions 2 through 16 Sections for specific requirements for submittals in those Sections. 1.3 DEFINITIONS A. Action Submittals: Written and graphic information that requires Owner's Representative responsive action. B. Informational Submittals: Written information that does not require Owner's Representative responsive action. Submittals may be rejected for not complying with requirements. 1.4 SUBMITTAL PROCEDURES A. General: Electronic copies of CAD Drawings of the Contract Drawings may be provided by Owner's Representative for Contractor's use in preparing submittals. B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Page -3- 2) Use a dielectric union wherever a copper -based metal (copper, brass, bronze) is joined to an iron -based metal (iron, galvanized steel, stainless steel). 3) Assemblies calling for pre -fabricated double swing joints shall utilize LASCO Unitized swing joints or approved equal. Swing joints shall berated at 315 psi, and use O-ring and street elbow construction. 4) Inline Drip Emitter Tubing: a. Provide a low volume dripper line with integral and evenly spaced pressure compensating drippers at specified intervals in a discharge rate of 0.6 in gallons per hour (GPH). Inline Emitter Drip Tubing shall consist of nominal sized one-half inch low -density linear polyethylene tubing. The Inline Emitter Drip Tubing shall have internal pressure compensating, continuous self-cleaning, integral drippers at a specified spacing of 12" on center, or blank tubing without drippers where specified in details. (i) Inside diameter: 0.57 inches (ii) Outside diameter: 0.67 inches (iii) Color: Brown b. Use spiral barb fittings supplied by the same manufacturer as the hose. c. All tubing shown outside of the bed area shall be class 200 PVC pipe. 5) Low Density Polyethylene Hose: a. Use pipe specifically intended for use as a flexible swing joint. Inside diameter: 0.490+0.010 inch. Wall thickness: 0.100+0.010 inch. Color: Black. b. Use spiral barb fittings supplied by the same manufacturer as the hose. 6) Assemblies calling for threaded pipe connections shall utilize PVC Schedule 80 nipples and PVC Schedule 40 or 80 threaded fittings. 7) Joint sealant: Use only Teflon -type tape pipe joint sealant on plastic threads. Use nonhardening, nontoxic pipe joint sealant formulated for use on water -carrying pipes on metal threaded connections. 2.5 MAINLINE COMPONENTS A. Isolation Gate Valve Assembly: As presented in the installation details. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly. Page-30- B. Quick Coupling Valve Assembly: Double swing joint arrangement as presented in the installation details. C. Manual Drain Valve Assembly: As presented in installation details. 2.6 SPRINKLER AND BUBBLER IRRIGATION COMPONENTS A. Remote Control Valve (RCV) Assembly, for or Sprinkler and Bubbler Laterals: As presented in the installation details. Use wire connectors and waterproofing sealant to join control wires to solenoid valves. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly. Adjust flow control per manufacturer's recommendations prior to use. B. Sprinkler Assembly: As presented in the drawings and installation details. C. Bubbler Assembly: As presented in the drawings and installation details. 2.7 DRIP IRRIGATION COMPONENTS A. Remote Control Valve (RCV) Assembly for Drip Laterals: As presented in the installation details. Use wire connectors and waterproofing sealant to join control wires to solenoid valves. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly. Adjust flow control per manufacturer's recommendations prior to use. B. Drip Emitter Assembly: 1) Barb -mounted, vortex and/or pressure compensating emitter device as presented in the installation details. The device shall be Rain Bird Xeri-bug XB-10pc series. 2) Install emitter types and quantities on the following schedule: a. Ground cover plant: 1 single outlet emitter each or I single outlet emitter per square foot of planting area, whichever is less. b. Shrub: 2 single outlet emitters each. c. Tree: 4 single outlet emitters each or 1 multi -outlet emitter each (with 4 outlets open). 3) Use 1/4-inch diameter flexible plastic tubing to direct water from emitter outlet to emission point. Length of emitter outlet tubing shall not exceed five feet. Secure emitter outlet tubing with tubing stakes. C. Pots drip system Assembly: As presented in the drawings and installation details. 1) Install 6" round emitter box within pot to house union and elbow transition from poly riser to inline drip tubing. D. Flush Cap Assembly: as presented in the installation details. Locate at the end of each drip Page -3 1 - irrigation lateral pipe. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly. 2.8 CONTROL SYSTEM COMPONENTS A. Irrigation Controller Unit: 1) As presented in the drawings and installation details. 2) Primary surge protection arrestors: Per Manufacturer's recommendations. 3) Valve output surge protection arrestors: Per Manufacturer's recommendations. 4) Lightning protection: 8-foot copper -clad grounding rod. 5) Wire markers: Pre -numbered or labeled with indelible non -fading ink, made of permanent, non -fading material. B. Instrumentation: 1) As presented in the drawings and installation details. 2) RainBird ESP-SMT compatible weather sensor with rain tipping bucket and temperature gauge. C. Control Wire: 1) Use American Wire Gauge (AWG) No. 14 solid copper, Type OF or PE cable, UL approved for direct underground burial from the controller unit to each remote control valve. Use.AWG No. 12 wire for common wire. 2) Color: Use white for common ground wire. Use easily distinguished colors for other control wires. Spare control wires shall be of a color different from that of the active control wire. Wire color shall be continuous over its entire length. 3) Splices: Use wire connector with waterproof sealant. Wire connector to be of plastic construction consisting of two (2) pieces, one piece which snap locks into the other. A copper crimp sleeve to be provided with connector. Utilize DBR6-300 splices. 4) Warning tape: Inert plastic film highly resistant to alkalis, acids, or other destructive chemical components likely to be encountered in soils. Three inches wide, colored yellow, and imprinted with "CAUTION: BURIED ELECTRIC LINE BELOW." D. Existing Control Wire: 1) It is assumed that existing 24 VAC control wire between existing controller and solenoid valves is in workable condition. Any concerns are to be brought to the attention of the Owner prior to installation of the replacement controller. Page -32- 2.9 OTHER COMPONENTS A. Tools and Spare Parts: Provide operating keys, servicing tools, test equipment, other items, and spare parts indicated in the General Notes of the drawings. PART 3 - EXECUTION 3.1 INSPECTIONS AND REVIEWS A. Site Inspections: 1) Verify site conditions and note irregularities affecting work of this section. Report irregularities to the Owners' Representative prior to beginning work. 2) Beginning work of this section implies acceptance of existing conditions. 3) Contractor will be held responsible for coordination between landscape and irrigation system installation. 4) Landscape material locations shown on the Landscape Plan shall take precedence over the irrigation system equipment locations. If irrigation equipment is installed in conflict with the landscape material locations shown on the Landscape Plan, the Contractor will be required to relocate the irrigation equipment, as necessary, at Contractor's expense. B. Utility Locates ("Call Before You Dig"): 1) Arrange for and coordinate with local authorities the location of all underground utilities. 2) Repair any underground utilities damaged during construction. Make repairs at no additional cost to the contract price. C. Irrigation System Layout Review: Irrigation system layout review will occur after the staking has been completed. Notify the Owners' Representative two days in advance of review. Modifications will be identified by the Owners' Representative at this review. 3.2 LAYOUT OF WORK A. Stake out the irrigation system. Items staked include: sprinklers, pipe, control valves, controllers, and isolation valves. B. Install all mainline pipe and mainline components inside of project property lines. 3.3 EXCAVATION, TRENCHING, AND BACKFIL,LING A. Excavate to permit the pipes to be laid at the intended elevations and to permit work space for installing connections and fittings. Page -33- B. Minimum cover (distance from top of pipe or control wire to finish grade): 1) 24-inch over mainline pipe and over electrical conduit. 2) 26-inch over control wire. 3) 18-inch over lateral pipe to sprinklers and bubblers. 4) 8-inch over drip lateral pipe in turf or paved areas downstream of drip system zone control valves. 5) 3-inch minimum mulch cover over drip lateral pipe in planting beds downstream of drip system zone control valves. PVC UV radiation resistant lateral pipe shall be installed directly on the soil surface under landscape fabric. C. Backfill only after lines have been reviewed and tested. D. Excavated material is generally satisfactory for backfill. Backfill shall be free from rubbish, vegetable matter, frozen materials, and stones larger than 2-inches in maximum dimension. Remove material not suitable for backfill. Backfill placed next to pipe shall be free of sharp objects which may damage the pipe. Stones larger than 1-inch maximum dimension are not permitted in first (deepest) 6-inches of backfill. E. Backfill unsleeved pipe and sleeves in either of the following manners: 1) Backfill and puddle the lower half of the trench. Allow to dry 24 hours. Backfill the remainder of the trench in 6-inch layers. Compact to density of surrounding soil. 2) Backfill the trench by depositing the backfill material equally on both sides of the pipe in 6-inch layers and compacting to the density of surrounding soil. F. Backfill unsleeved pipe by depositing the backfill material equally on both sides of the pipe in 6-inch layers and compacting each layer to 90% Standard Proctor Density, ASTM D698-78. Conduct one compaction test for every 300 feet of trench. Costs for such testing and any necessary retesting shall be borne by the Contractor. Use of water for compaction, "puddling", will not be permitted. G. Enclose pipe and wiring beneath roadways, walks, curbs, etc. in sleeves. Minimum compaction of backfill for sleeves shall be 95% Standard Proctor Density, ASTM D698-78. Conduct one compaction test for each sleeved crossing less than 50 feet long. Conduct two compaction tests for each sleeved crossing greater than 50 feet long. Costs for such testing and any necessary retesting shall be borne by the Contractor. Use of water for compaction around sleeves, "puddling", will not be permitted. H. Dress backfilled areas to original grade. Incorporate excess backfill into existing site grades. I. Where utilities conflict with irrigation trenching and pipe work, contact the Owners' Representative for trench depth adjustments. Page -34- 3.4 SLEEVING AND BORING A. Install sleeving at a depth which permits the encased pipe or wiring to remain at the specified burial depth. B. Extend sleeve ends six inches beyond the edge of the paved surface. Cover pipe ends and mark with stakes. Mark concrete with a chiseled 'Y' at sleeve end locations. C. Bore for sleeves under obstructions which cannot be removed. Employ equipment and methods designed for horizontal boring. 3.5 ASSEMBLING PIPE AND FITTINGS A. General: 1) Keep pipe free from dirt and pipe scale. Cut pipe ends square and debur. Clean pipe ends. 2) Keep ends of assembled pipe capped. Remove caps only when necessary to continue assembly. B. Mainline Pipe and Fittings: 1) Use only strap -type friction wrenches for threaded plastic pipe. 2) PVC Solvent Weld Pipe: a. Use primer and solvent cement. Join pipe in a manner recommended by the manufacturer and in accordance with accepted industry practices. b. Cure for 30 minutes before handling and 24 hours before allowing water in pipe. c. Snake pipe from side to side within the trench. 3) Fittings: The use of cross type fittings is not permitted. C. Lateral Pipe and Fittings: 1) Use only strap -type friction wrenches for threaded plastic pipe. 2) PVC Solvent Weld Pipe: a. Use primer and solvent cement. Join pipe in the manner recommended by the manufacturer and in accordance with accepted industry practices. b. Cure for 30 minutes before handling and 24 hours before allowing water in the pipe. Page-35- c. Snake pipe from side to side within the trench. 3) UV Radiation Resistant Polyethylene Pipe: a. Join pipe in the manner recommended by manufacturer and in accordance with accepted industry practices. b. Snake pipe from side to side on the soil surface, and hold in place with tubing stakes spaced every five feet. 4) Fittings: The use of cross type fittings is not permitted. D. Specialized Pipe and Fittings: 1) Copper Pipe: a. Buff surfaces to be joined to a bright finish. Coat with solder flux. b. Solder so that a continuous bead shows around the joint circumference. 2) Insert a dielectric union wherever a copper -based metal (copper, brass, bronze) and an iron -based metal (iron, galvanized steel, stainless steel) are joined. 3) Pre -fabricated double swing joints: Install per manufacturer's recommendations. 4) Low Density Polyethylene Hose: Install per manufacturer's recommendations. 5) PVC Threaded Connections: a. Use only factory -formed threads. Field -cut threads are not permitted. b. Use only Teflon -type tape. c. When connection is plastic -to -metal, the plastic component shall have male threads and the metal component shall have female threads. 6) Make metal -to -metal, threaded connections with Teflon -type tape or pipe joint compound applied to the male threads only. 3.6 INSTALLATION OF MAINLINE COMPONENTS A. Isolation Gate Valve Assembly: 1) Install where indicated on the drawings. 2) Locate at least 12-inches from and align with adjacent walls or edges of paved areas. B. Quick Coupling Valve Assembly: Install where indicated on the drawings. Page-36- 3.7 INSTALLATION OF SPRINKLER AND BUBBLER IRRIGATION COMPONENTS A. Remote Control Valve (RCV) Assembly for Sprinkler and Bubbler Laterals: 1) Flush mainline before installation of RCV assembly. 2) Install where indicated on the drawings. Wire connectors and waterproof sealant shall be used to connect control wires to remote control valve wires. Install connectors and sealant per the manufacturer's recommendations. 3) Install only one RCV to a valve box. Locate valve box at least 12-inches from and align with nearby walls or edges of paved areas. Group RCV assemblies together where practical. Arrange grouped valve boxes in rectangular patterns. Allow at least 12- inches between valve boxes. 4) Adjust RCV to regulate the downstream operating pressure. 5) Attach ID tag with controller station number to control wiring. B. Sprinkler Assembly: 1) Flush lateral pipe before installing sprinkler assembly. 2) Install per the installation details at locations shown on the drawings. 3) Locate rotary sprinklers 6-inches from adjacent walls, fences, or edges of paved areas. 4) Locate spray sprinklers 3-inches from adjacent walls, fences, or edges of paved areas. 5) Set sprinklers perpendicular to the finish grade. 6) Supply appropriate nozzle or adjust arc of coverage of each sprinkler for best performance. 7) Adjust the radius of throw of each sprinkler for best performance. C. Bubbler Assembly: 1) Flush lateral pipe before installing bubbler assembly. 2) Install bubbler assembly per the installation details at locations shown on the drawings. 3) Adjust the output flow of each bubbler for best performance. 3.8 INSTALLATION OF DRIP IRRIGATION COMPONENTS A. Remote Control Valve (RCV) Assembly for Drip Laterals: Page -37- 1) Flush mainline pipe before installing RCV assembly. 2) Locate as shown on the drawings. Wire connectors and waterproof sealant shall be used to connect control wires to remote control valve wires. Connectors and sealant shall be installed as per the manufacturer's recommendations.. 3) Install only one RCV to valve box. Locate at least 12-inches from and align with nearby walls or edges of paved areas. Group RCV assemblies together where practical. 4) Arrange grouped valve boxes in rectangular patterns. B. Drip Emitter Assembly: 1) Locate as shown on the drawings and installation details. 2) Flush lateral pipe before installing emitter assembly. 3) Cut emitter outlet distribution tubing square. 4) Use tools and techniques recommended by the manufacturer. Make openings for barb -mounted emitters with the emitter manufacturer's hole - punching tool. C. Flush Cap Assembly: Install at the end of each drip irrigation lateral pipe as shown on the installation details. 3.9 INSTALLATION OF CONTROL SYSTEM COMPONENTS A. Irrigation Controller Unit: 1) The location of the controller unit as depicted on the drawings is approximate; the Owners' Representative will determine the exact site location upon commencement of contract. 2) Lightning protection: Ground rods are to have a minimum diameter of 5/8" and a minimum length of 10 feet. These are to be driven into the ground in a vertical position or an oblique angle not to exceed 45 degrees at a location 10 feet from the electronic equipment, the ground plate, or the wires and cables connected to said equipment, as shown in the irrigation details. The rod is to be stamped with the UL logo. A 6 AWG solid bare copper wire (about 12 feet long) shall be connected to the ground rod by the installer using a Cadweld GR1161G "One -Shot" welding kit [Paige Electric part number 1820037.] This wire shall be connected to the electronic equipment ground lug as shown in the detail above. 3) Install primary surge protection arrestors on incoming power lines. 4) Install one valve output surge protection arrestor on each control wire and one for the Page-38- common wire. 5) Attach wire markers to the ends of control wires inside the controller unit housing. Label wires with the identification number (see drawings) of the remote control valve to which the control wire is connected. 6) Install a 120-volt, 15 amp switched and grounded 3-prong receptacle with GFIC inside the controller unit housing. 7) Connect control wires to the corresponding controller terminal. B. Instrumentation: 1) Install sensors per the installation details and manufacturer's recommendations. Install at locations shown on the drawings. 2) Install electrical connections between irrigation controller and sensors per manufacturer's recommendations. C. Control Wire: 1) Bundle control wires where two or more are in the same trench. Bundle with pipe wrapping tape spaced at 10-foot intervals. 2) Provide a 24-inch excess length of wire in an 8-inch diameter loop at each 90 degree change of direction, at both ends of sleeves, and at 100-foot intervals along continuous runs of wiring. Make wiring loop by turning control wire 5 turns around 1-inch pipe. Coil 24-inch length of wire within each remote control valve box. 3) Install common ground wire and one control wire for each remote control valve. Multiple valves on a single control wire are not permitted. 4) If a control wire must be spliced, make splice with wire connectors and waterproof sealant, installed per the manufacturer's instructions. Locate splice in a valve box which contains an irrigation valve assembly, or in a separate 6-inch round valve box. Use same procedure for connection to valves as for in -line splices. 5) Unless noted on plans, install wire parallel with and under PVC mainline pipe. If wire is installed adjacent to section of metal pipe, separate wire from pipe minimum of 6- inches and install wire in PVC conduit. 6) Protect wire not installed with PVC mainline pipe with a continuous run of warning tape placed in the backfill six inches above the wiring. 3.10 INSTALLATION OF OTHER COMPONENTS A. Tools and Spare Parts: Page-39- 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Owner's Representative reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. C. Submittals Schedule: Comply with requirements in Division 1 Section "Construction Progress Documentation" or City of Fort Collins requirements for list of submittals and time requirements for scheduled performance of related construction activities. D. Processing Time: Allow enough time for submittal review, including time for re- submittals, as follows. Time for review shall commence on Owner's Representative receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including re -submittals. 1. Initial Review: Allow 10 (ten) days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Owner's Representative will advise Contractor when a submittal being processed must be delayed for coordination. 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Re -submittal Review: Allow 10 (ten) days for review of each re -submittal. 4. Sequential Review: Where sequential review of submittals by Owner's Representative consultants, Owner, or other parties is indicated, allow fifteen (15) days for initial review of each submittal. E. Identification: Place a permanent label or title block on each submittal for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. Provide a space approximately 6 by 6 inches on label or beside title block to record Contractor's review and approval markings and action taken by Owners' Representative. 3. Include the following information on label for processing and recording action taken: a. Project name. b. Date. C. Name and address of Owner's Representative. d. Name and address of Contractor. e. Name and address of subcontractor. f. Name and address of supplier. g. Name of manufacturer. h. Submittal number or other unique identifier, including revision identifier. 1) Submittal number shall use Specification Section number followed by a decimal point and then a sequential number (e.g., 06100.01). Re -submittals shall include an alphabetic suffix after another decimal point (e.g., 06100.0l .A). Page -4- 1) Prior to the Pre -Maintenance Review, supply to the Owner operating keys, servicing tools, test equipment, and any other items indicated on the drawings. 2) Prior to Final Review, supply to the Owner the spare parts indicated in the General Notes on the drawings. B. Other Materials: Install other materials or equipment shown on the drawings or installation details to be part of the irrigation system, even though such items may not have been referenced in these specifications. 3.11 Project Record (As -Built) Drawings A. Maintain on -site and separate from documents used for construction, one complete set of contract documents as Project Documents. Keep documents current. Do not permanently cover work until as -built information is recorded. B. Record pipe and wiring network alterations. Record work which is installed differently than shown on the construction drawings. Record accurate reference dimensions, measured from at least two permanent reference points, of each irrigation system valve, each backflow prevention device, each controller or control unit, each sleeve end, and other irrigation components enclosed within a valve box. C. Prior to Final Review, purchase from the Owners' Representative a reproducible mylar copy of the drawings. Using technical drafting pen, duplicate information contained on the project drawings maintained on site. Label each sheet "Record Drawing". Completion of the Record Drawings will be a prerequisite for the Final Review. 3.12 MAINTENANCE A. Install Contractor shall provide maintenance up to substantial completion. Individual property owner and or City Maintenance Company shall be responsible for maintenance thereafter. B. Following completion of the Contractor's maintenance period, the Owner will be responsible for maintaining the system in working order during the remainder of the guarantee/warranty period, for performing necessary minor maintenance, for trimming around sprinklers, for protecting against vandalism, and for preventing damage during the landscape maintenance operation. 3.13 CLEAN-UP A. Upon completion of work, remove from the site all machinery, tools, excess materials, and rubbish. END OF SECTION Page -40- SECTION 02870 - SITE FURNISHINGS PART 1 - GENERAL e) 1.01 SCOPE A. Bidding Documents and Information, Conditions of the Contract and Division 1 — General Requirements apply to the Work of this Section of the Specifications. B. Work covered by this specification concerns labor, materials, and equipment necessary for installation of: 1. Landscape Containers / Planter Pots. 2. Urban Design features to include the following: a. Signal Pole Ornamental Brackets. b. Ornamental Imagery Fence Panel(s). C. Concrete Plinth and ornamental imagery. d. Ornamental Lighted Column. f) 1.02 RELATED SECTIONS A. Section 02750 — Concrete Paving B. Section 02810 — Irrigation System C. Section 03315 — Self -Placing Concrete g) 1.03 SUBMITTALS A. Technical literature from Manufacturer for each of the following: 1. Landscape Containers / Planter Pots: Contractor to specify and coordinate with Manufacturer, the location and size of the penetrations to accommodate the specified drainage and irrigation specifications. B. Shop Drawings: Show fabrication and installation details for Urban Design features listed above. 1. Show sign mounting heights, locations of supplementary supports to be provided by others, and accessories. 2. Provide graphic elements and layout for each feature as required. C. Samples for Verification: For each of the following products and for the full range of color, texture, and sign material indicated, of sizes indicated: Page -41- 1. Aluminum: For each form, finish, and color, on 6-inch long sections of extrusions and squares of sheet at least 4 by 4 inches. 2. Trim / Frame: 6-inch long sections of each profile. 3. Accessories: Manufacturer's full-size unit. D. Maintenance Data: For urban design features to include in maintenance manual as required. E. Warranty: Special warranty specified in this Section. h) 1.04 SAMPLES A. Submit color swatches for each of the site furnishings listed above. i) 1.05 SUBSTITUTIONS A. No substitutions for specific materials will be accepted except under the following conditions. a. Alternative bid proposals may be submitted for consideration by the Owner's Representative following the Bid Opening. Alternative proposals must be fully supported by necessary documentation showing compatibility/comparability with specific materials and included in the Bid Proposal documents. Substitutions must also comply with the General Conditions. In the event the substitution does not comply with or is not considered an approved substitute by the City, the Bidder will be responsible to provide the originally specified material. j) 1.06 QUALITY ASSURANCE A. Workmanship, fabrication and shop connections shall be in accordance with AWS and AISC specifications. B. Welding shall be done by welder(s) certified for AWS, D.1 structural welding requirements. C. Urban Design Features Fabricator Qualifications: Shop that employs skilled workers who custom -fabricate products similar to those required for this Project and whose products have a record of successful in-service performance. 1. Urban Design Feature Qualified Installer / fabricators as follows: a. Shaw Sign & Awning — Fort Collins, 970.493.6244 b. DaVanci Sign Systems, Inc. — Windsor, 866.DAVINCI C. Gordon Sign — Denver, 303.629.6121 d. Approved substitute. D. Source Limitations for Signs: Obtain each sign type indicated from one source from a single fabricator. Page-42- k) 1.07 PRODUCT DELIVERY AND HANDLING A. Coordinate delivery requirements with Manufacturer. B. Products shall be delivered to the project site in good condition, and shall be contained in the Manufacturer's crate/packaging. The Contractor shall not accept delivery of damaged items. Products shall free from defects and damage. Damaged products shall be replaced by the manufacturer at no additional cost. C. Comply with manufacturer's requirements for unloading, lifting, and placement. 1.08 WARRANTY A. Special Warranty: Fabricator / Installer agrees to repair or replace components of urban design features that fail in materials or workmanship within specified warranty period. B. Failures include, but are not limited to, the following: I. Deterioration of aluminum finishes beyond normal weathering. 2. Deterioration of colors and sign lamination. C. Warranty Period: Two (2) years from date of Substantial Completion. D. This guarantee will not be enforced should materials be subject to vandalism; improper maintenance procedures carried out by the City involving resulting in damage, vehicular damage or other similar circumstances beyond the control of the Contractor. PART 2 - PRODUCTS 1) 2.01 MATERIALS A. Aluminum Sheet and Plate: ASTM B 209 (ASTM B 209M), alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated, and with at least the strength and durability properties of Alloy 5005-H32. 1. Aluminum Sheet: a. Finish: Painted. b. Color: Shade/hues/types as indicated. Final selection by Owner's Representative from manufacturer's full range. B. Extruded -Aluminum Frames: Mitered with concealed anchors. a. Color: Shade/hues/types as indicated. Final selection by Owner's Representative from manufacturer's full range. b. Profile: Square C. Corner Condition: Square. Page -43- d. Mounting: As indicated. C. Accessories: Anchors and Inserts: Provide nonferrous -metal or hot -dip galvanized anchors and inserts for exterior installations and elsewhere as required for corrosion resistance. Use toothed steel or lead expansion -bolt devices for drilled -in -place anchors. Furnish inserts, as required, to be set into concrete or masonry work. 2.02 FABRICATION A. General: 1. Welded Connections: Comply with AWS standards for recommended practices in shop welding. Provide welds behind finished surfaces without distortion or discoloration of exposed side. Clean exposed welded surfaces of welding flux and dress exposed and contact surfaces. 2. Mill joints to tight, hairline fit. Form joints exposed to weather to exclude water penetration. 3. Preassemble urban design features in the shop to greatest extent possible. Disassemble features only as necessary for shipping and handling limitations. Clearly mark units for reassembly and installation, in location not exposed to view after final assembly. 4. Conceal fasteners if possible; *otherwise, locate fasteners where they will be inconspicuous. m) 2.03 LANDSCAPE PLANTER POTS A. Manufacturer: Kornegay Design, 212 South 18th Street, Phoenix, AZ 85034, toll free phone 877.252.6323. B. Model: Dune Series — DS-32 C. Color: Integral pigment color from Davis Color — San Diego Buff. D. Quantity: Twelve (12). E. Penetrations: Shall be drilled in bottom of planter pots as required for drainage and irrigation. Diameters and placement shall be as indicated on the plans and details. Contractor to coordinate and specify these penetrations with the Manufacturer, prior to ordering. F. Mounting: Planter pots shall be centered on the colored concrete base as detailed. Securing the pot to the concrete base is not necessary or required. Empty pots weight = approx. 920 lbs. Page -44- PART 3 - EXECUTION n) 3.01 GENERAL A. Installation shall be in accordance with the plans and details and with the Manufacturer's recommendations. B. Site Furnishing shall be installed in the locations and quantities shown on the plan and details. C. Where applicable, the Owner's Representative shall approve the site furnishing locations prior to fastening in place. D. Use templates, provided by the Manufacturer, to properly position mounting bolts. E. Clean foreign material from exposed surfaces after installation is complete. 3.02 INSTALLATION A. Locate urban design features where indicated, using mounting methods of types described and complying with manufacturer's written instructions. 1. Install features level, plumb, and at heights indicated, with surfaces free of distortion and other defects in appearance. o) 3.03 CLEANING AND PROTECTION A. After installation, clean soiled sign surfaces according to manufacturer's written instructions. Protect signs from damage until acceptance by the City of Fort Collins. END OF SECTION SECTION 02920 - LAWNS AND GRASSES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. Page-45- 1.2 SUMMARY A. Section Includes: 1. Sodding 2. Topsoil. 3. Soil Amendments. 4. Warranty. 5. Initial Maintenance. 6. Extended Maintenance. B. Related Sections: 1. Division 2 Section "Irrigation Systems" for sprinkler irrigation. 2. Division 2 Section "Exterior Plants" for plantings, material types. 1.3 DEFINITIONS A. Finish Grade: Elevation of finished surface of planting soil. B. Planting Soil: Existing or imported topsoil, manufactured topsoil, or surface soil- modified to become topsoil. C. Sub -grade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill immediately beneath planting soil. D. Pre -emergent Herbicide: A chemical used to control plants before the plant emerges / germinates. E. Post -emergent Herbicide: A chemical that kills plants after they have grown to seedling stage or beyond. F. Selective Herbicide: A chemical used in such a manner that it will kill undesirable crops, sparing the desirable crop. G. Non -Selective Herbicide: A chemical that is generally toxic to plants without regard to species or crop. All exposed vegetation is damaged or killed. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. B. Certification of Grass Seed: From seed Vendor for each grass -seed or mixture stating the botanical and common name and percentage by weight of each species and variety, and percentage of purity, germination, and weed seed. Include the year of production and date of packaging. 1. Certification of each seed mixture for turfgrass sod, identifying source, including name and telephone number of supplier. Page-46- C. Samples for Verification: 1. Soil Analysis: N/A. 2. Fertilizer: N/A. D. Product Certificates: For each type of manufactured product from Manufacturer, and complying with the following: 1. Manufacturer's certified analysis for standard products. 2. Analysis of other materials by a recognized laboratory made according to methods established by the Association of Official Analytical Chemists, where applicable. E. Material Test Reports: N/A. F. Planting Schedule: Indicating anticipated planting dates for each type of seed planting. G. Maintenance Instructions: N/A. 1.5 QUALITY ASSURANCE A. Installer Qualifications: A qualified landscape installer whose work has resulted in successful lawn establishment. 1. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when seeding is in progress. B. Soil -Testing Laboratory Qualifications: An independent laboratory, recognized by the State Department of Agriculture, with the experience and capability to conduct the testing indicated and that specializes in types of tests to be performed. C. Topsoil Analysis: N/A. D. Pre -installation Conference: not required. 1.6 DELIVERY, STORAGE, AND HANDLING A. Sod: Harvest, deliver, store, and handle sod according to requirements in TPI's "Specifications for Turfgrass Sod Materials" and "Specifications for Turfgrass Sod Transplanting and Installation" in its "Guideline Specifications to Turfgrass Sodding." Deliver sod in time for planting within twenty-four (24) hours of harvesting. Protect sod from breakage and drying. B. Bulk Materials: 1. Do not dump or store bulk materials near structures, utilities, walkways and pavements, or on existing turf areas or plants. Page-47- 2. Provide erosion -control measures to prevent erosion or displacement of bulk materials, discharge of soil -bearing water runoff, and airborne dust reaching adjacent properties, water conveyance systems, or walkways. 3. Accompany each delivery of bulk fertilizers, lime, and soil amendments with appropriate certificates. 1.7 PROJECT CONDITIONS A. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit. 1.8 MAINTENANCE SERVICE A. Initial Lawn Maintenance Service: Provide full maintenance by skilled employees of landscape Installer. Maintain as required in Provision 3.5 below and as additionally specified in Section 02935 — Plant Maintenance for sodded areas, to include mowing, edging, trimming and fertilization. Begin maintenance immediately after each area is planted and continue until acceptable turf is established, but for not less than the following periods: Sodded Lawns: thru Substantial Completion. City of Fort Collins or individual property owner's maintenance companies will maintain once Substantial Completion has been achieved. 1.9 WARRANTY A. Warranty: Installer's standard form in which Installer agrees to repair or replace sodded or seeded areas that fail in installation or growth / establishment within specified warranty period. Failures include, but are not limited to, the following: a. Death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, abuse by Owner, or incidents that are beyond Contractor's control. 2. Warranty Periods from Date of Substantial Completion: a. Sodded Areas: Two (2) years. Include the following remedial actions as a minimum: a. Remove dead sod immediately. Replace immediately unless required to plant in the succeeding planting season. b. Replace sod that is more than twenty-five percent (25%) dead or in an unhealthy condition at end of warranty period. C. Provide extended warranty for replaced sod material; warranty period equal to original warranty period. Page-48- PART 2 - PRODUCTS 2.1 TURF GRASS SOD A. Turfgrass Sod: Certified Approved Number 1 Quality/Premium, including limitations on thatch, weeds, diseases, nematodes, and insects, complying with TPI's "Specifications for Turfgrass Sod Materials" in its "Guideline Specifications to Turfgrass Sodding." Furnish viable sod of uniform density, color, and texture, strongly rooted, and capable of vigorous growth and development when planted. B. Turfgrass Species: Sod of grass species as follows, with not less than ninety-five (95) percent germination, not less than eighty-five (85) percent pure seed, and not more than one-half (1/2) percent weed seed: 1. Blend: 100% Turf Type Tall Fescue (Festuca arundinacea) a minimum of three improved cultivars. 2. Sod shall be healthy, deep green growing condition, free from insects or disease and in a healthy growing form. Sod shall be a minimum age of 18 months with root development that will support its own weight without tearing when suspended vertically by holding the upper two corners. 3. Sod shall be grown by a commercial sod company specializing in sod production and harvesting with a minimum of five years experience. 4. Sod shall be mowed to a height of 1.5" to 2" prior to harvesting. 5. Sod pieces shall be a minimum of six feet long and 18" wide with a thickness of 3/4" to 1". Small, irregular pieces are not acceptable. Big roll sod is acceptable and encouraged. 2.2 TOPSOIL A. Planting Soil: Imported topsoil or manufactured topsoil from off -site sources is required ONLY when existing/stockpiled onsite topsoil quantities are insufficient. Obtain topsoil displaced from naturally well -drained construction or mining sites where topsoil occurs at least 4 inches deep; do not obtain from agricultural land, bogs or marshes. Additional Properties of Imported Topsoil or Manufactured Topsoil: Screened and free of stones 1 inch or larger in any dimension; free of roots, plants, sod, clods, clay lumps, pockets of coarse sand, paint, paint washout, concrete slurry, concrete layers or chunks, cement, plaster, building debris, oils, gasoline, diesel fuel, paint thinner, turpentine, tar, roofing compound, acid, and other extraneous materials harmful to plant growth; free of obnoxious weeds and invasive plants including quackgrass, Johnsongrass, poison ivy, nutsedge, nimblewill, Canada thistle, bindweed, bentgrass, wild garlic, ground ivy, perennial sorrel, and bromegrass; not infested with nematodes, grubs, other pests, pest eggs, or other undesirable organisms and disease -causing plant pathogens; friable and with sufficient structure to give good tilth and aeration. Continuous, air -filled, pore -space content on a volume/volume basis shall be at least fifteen (15) percent when moisture is present at field capacity. Soil shall have a field capacity of at least fifteen (15) percent on a dry weight basis. Page -49- i. Number and title of appropriate Specification Section. j. Drawing number and detail references, as appropriate. k. Location(s) where product is to be installed, as appropriate. 1. Other necessary identification. F. Deviations: Highlight, encircle, or otherwise specifically identify deviations from the Contract Documents on submittals. G. Additional Copies: Unless additional copies are required for final submittal, and unless Owner's Representative non-compliance with provisions in the Contract Documents, initial submittal may serve as final submittal. 1. Submit one (1) copy of submittal to concurrent reviewer in addition to specified number of copies to Owner's Representative. 2. Additional copies submitted for maintenance manuals will not be marked with action taken and will be returned. H. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Owner's Representative will return submittals, without review received from sources other than Contractor. Transmittal Form: Provide locations on form for the following information:. a. Project name. b. Date. C. Destination (To:). d. Source (From:). e. Names of subcontractor, manufacturer, and supplier. f. Category and type of submittal. g. Submittal purpose and description. h. Specification Section number and title. i. Drawing number and detail references, as appropriate. j. Transmittal number, numbered consecutively. k. Submittal and transmittal distribution record. 1. Remarks. in. Signature of transmitter. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Owner's Representative on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same label information as related submittal. Re -submittals: Make re -submittals in same form and number of copies as initial submittal. 1. Note date and content of previous submittal. 2. Note date and content of revision in label or title block and clearly indicate extent of revision. 3. Resubmit submittals until they are marked "APPROVED". Page -5- B. Planting Soil: Onsite / Stockpiled topsoil Re -use surface soil stockpiled onsite if available. Verify suitability of stockpiled soil to produce topsoil. Clean surface soil of roots, plants, sod, stone, clay lumps and other extraneous materials harmful to plant growth. a. Supplement with imported or manufactured topsoil from off -site sources, when quantities are insufficient. See Item A. above. 2.3 ORGANIC SOIL AMENDMENTS A. Organic amendment shall be Class I as defined by the Rocky Mountain Region Organics Council. 1. Spread organic amendment at the rate specified in 3.3 below. 2. Organic soil amendments required in areas to be sodded only. 2.4 PESTICIDES AND HERBICIDES A. General: Pesticide, registered and approved by EPA, acceptable to authorities having jurisdiction, and of type recommended by manufacturer for each specific problem and as required for Project conditions and application. Do not use restricted pesticides unless authorized in writing by authorities having jurisdiction. B. Pre -Emergent Herbicide (Selective): Effective for controlling the germination or growth of weeds within planted areas at the soil level directly below the mulch layer. EPA registered and approved, of type recommended by Manufacturer for application. Apply approximately 2 — 4 weeks prior to plant emerging, between mid -April and mid -May, depending upon weather conditions. C. Post -Emergent Herbicide (Selective and Non -Selective): Effective for controlling weed growth that has already germinated. EPA registered and approved, of type recommended by Manufacturer for ,application. 1. Contractor to provide a weed free seed bed prior to sodding/planting. Post -emergent herbicide application(s) only required as needed to provide this expectation/requirement. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas to receive seeding and plugs for compliance with requirements and other conditions affecting performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. Page-50- 3.2 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities, trees, shrubs, and plantings from damage caused by planting operations. Protect adjacent and adjoining areas from hydro -mulching overspray. Protect grade stakes set by others until directed to remove them. B. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soil - bearing water runoff or airborne dust to adjacent properties and walkways. 3.3 SOIL AND FINISHED GRADE PREPARATION A. Limit sub -grade preparation to areas to be planted with sod. Verify rough grading provided by the roadway project is within one -tenth of a foot. The roadway contractor should leave the sodded areas 4" low to accommodate the topsoil requirement (existing stockpiled or imported) specified below. Verify major drainage channels are completed and in place. Do not start work until the site is acceptable. Once landscape grading has commenced, the landscape contractor shall be responsible for bringing all grading to final line and grade. B. Stockpiled/New Imported Topsoil: 1. Dryland Seeded Areas: Imported topsoil not required. 2. Sodded Areas: Spread topsoil to a minimum depth of four -inches (4"). Place topsoil during dry weather and on dry, unfrozen subgrade. Remove vegetable matter and foreign non -organic material from topsoil while spreading. C. Soil Amendment (compost): Sodded Areas: Spread organic amendment at a rate of 3 CY / 1,000 s.f. Do not spread if organic amendment or sub -grade is frozen, muddy, or excessively wet. D. Sub -grades: Loosen sub -grade to a minimum depth of twelve (12) inches (8" of existing subgrade and 4' of new topsoil in sodded areas. Remove stones and clods larger than one inch (1") in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. Repeat cultivation in areas where equipment, used for hauling and spreading topsoil, has re -compacted subsoil. E. Finish / Fine Grading: Grade disturbed planting areas to a smooth, uniform surface plane with loose, uniformly fine texture. Grade to within plus or minus one-half (1/2) inch of finish elevation. Roll and rake, remove ridges, and fill depressions to meet finish grades. Limit finish grading to areas that can be planted in the immediate future. 1. Reduce elevation of planting soil to allow for soil thickness of sod. F. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil. Page -5 1 - G. Before planting, restore areas if eroded or otherwise disturbed after finish grading. 3.4 SODDING A. Lay sod within twenty-four (24) hours of harvesting. Do not lay sod if dormant or if ground is frozen or muddy. B. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod; do not stretch or overlap. Stagger sod strips or pads to offset joints in adjacent courses. Avoid damage to sub -grade or sod during installation. Tamp and roll lightly to ensure contact with subgrade, eliminate air pockets, and form a smooth surface. Work sifted soil or fine sand into minor cracks between pieces of sod; remove excess to avoid smothering sod and adjacent grass. Lay sod across angle of slopes exceeding 1:3. Anchor sod on slopes exceeding 1:3 with wood pegs spaced as recommended by sod Supplier but not less than two (2) anchors per sod strip to prevent slippage. C. Saturate sod with fine water spray within two hours of planting. During first week after planting, water daily or more frequently as necessary to maintain moist soil to a minimum depth of 1-1/2 inches below sod. 3.5 TURF MAINTENANCE A. Maintain and establish turf by watering, fertilizing, weeding, mowing, trimming, replanting, and other operations. Roll, re -grade, and re -plant bare or eroded areas to produce a uniformly smooth lawn. Provide materials and installation the same as those used in the original installation. 1. The Contractor will assume the responsibility of maintenance including mowing, watering, weeding, etc. from initial installation through Substantial Completion. 2. Fill in as necessary soil subsidence that may occur because of settling or other processes. Replace materials and turf damaged or lost in areas of subsidence. 3. Apply treatments as required to keep turf and soil free of pests and pathogens or disease. Use integrated pest management practices whenever possible to minimize the use of pesticides and reduce hazards. B. Watering: Use sprinkler irrigation system to keep seed bed uniformly moist. Schedule watering to prevent wilting, puddling, erosion, and displacement of seed or mulch. Lay out temporary watering system to avoid walking over muddy or newly planted areas. Water with fine spray at a minimum rate of 1 inch per week until fully established, unless rainfall precipitation is adequate. C. Mow sod as soon as top growth is tall enough to cut. Repeat mowing to maintain specified height without cutting more than one-third (1/3) of grass height. Remove no more than one-third (1/3) of grass -leaf growth in initial or subsequent mowings. Do not delay mowing until grass blades bend Page-52- over and become matted. Do not mow when grass is wet. Schedule initial and subsequent mowings to maintain the following grass height: Mow grass to a height of 2 to 3 inches. D. Provide weed control as required so that planting is reasonably free of weeds and undesirable grass species. E. Warranty: See 1.9, this Section, for explanation of Contractor's / Installers responsibilities throughout the Warranty period. 3.6 CLEANUP AND PROTECTION A. Promptly remove soil and debris, created by landscaping work, from paved areas. Clean wheels of vehicles before leaving site to avoid tracking soil onto roads, walks, or other paved areas. B. Erect temporary fencing or barricades and warning signs as required to protect newly planted areas from traffic. Maintain fencing and barricades throughout initial maintenance period and remove after lawn is established. C. Remove non -degradable erosion -control measures after grass establishment period. END OF SECTION 02920 Page -53- F6Collinsrt Financial Services Purchasing Division 215 N. Mason St. 2"d Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. corn/purchasing SPECIFICATIONS AND CONTRACT DOCUMENTS FOR College Avenue and Harmony Road Landscape and Urban Design Improvements BID NO. 7161 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS August 10, 2010 — 3:00 P.M. (OUR CLOCK) CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 -00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS Rev10/20/07 Section 00020 Page 2 SECTION 00020 INVITATION TO BID Rev10/20/07 Section 00020 Page 3 SECTION 00020 INVITATION TO BID Date: July 20, 2010 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:.00 P.M., our clock, on August 10, 2010, for the College Avenue and Harmony Road Landscape and Urban Design Improvements; BID NO. 7161. If delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. 0. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of Bid 7161 College Avenue and Harmony Road Landscape and Urban Design Improvements. The Work includes landscaping, sprinkler irrigation, organic and inorganic mulching, sod, landscape boulder placement, ornamental fence panels, lighted ornamental columns, pedestrian lighting and electrical service, decorative concrete footings and caissons, decorative concrete plinth construction and concrete planter pots. The Contractor will provide Traffic Control. The City, will provide Construction Survey. Material Testing will be provided by the City and performed by CTL Thompson, Inc.. All Bids must be in accordance with the Contract Documents on file with The City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. A prebid conference and job walk with representatives of prospective Bidders will be held at 9:00 a.m., on July 27, 2010, at 281 North College Avenue, Conference Room A, Fort Collins. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. The Contract Documents and Construction Drawings may be examined online at: • City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. Rev10/20/07 Section 00020 Page 1 The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest:, No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision -making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited City of Fort Collins By James B. O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director Rev10/20/07 Section 00020 Page 2 SECTION 00100 INSTRUCTIONS TO BIDDERS Distribution: Furnish copies of final submittals to Manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. K. Use for Construction: Use only final submittals with mark indicating "APPROVED" taken by Owner's Representative 1.5 CONTRACTOR'S USE OF CAD FILES A. General: At Contractor's written request, copies of CAD files will be provided to Contractor for Contractor's use in connection with Project. PART 2 - PRODUCTS 2.1 ACTION SUBMITTALS A. General: Prepare and submit Action Submittals required by individual Specification Sections. 1. Submit electronic submittals directly to extranet specifically established for Project. B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable: a. Manufacturer's written recommendations. b. Manufacturer's product specifications. C. Manufacturer's installation instructions. d. Standard color charts. e. Manufacturer's catalog cuts. f. Standard product operation and maintenance manuals. g. Compliance with specified referenced standards. h. Testing by recognized testing agency. i. Application of testing agency labels and seals. j. Notation of coordination requirements. 4. Submit Product Data before or concurrent with Samples. 5. Number of Copies: Submit four (4) copies of Product Data, unless otherwise indicated. Owner's Representative will return two (2) copies. Mark up and retain one returned copy as a Project Record Document. Page -6- SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. .OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following Rev 10/20/07 Section 00100 Page 1 shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. Rev 10/20/07 Section 00100 Page 2 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the,meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. Rev10/20/07 Section 00100 Page 3 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. Rev10/20/07 Section 00100 Page 4 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of SUMS. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume Rev10/20/07 Section 00100 Page 5 full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Rev10/20/07 Section 00100 Page 6 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish .the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER shall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. Rev10/20/07 Section 00100 Page 7 20.0 TAXES. OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions are available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as. such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 24.0 BID RESULTS. For information regarding results for individual Bids send a self- addressed, self -stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION Rev10/20/07 Section 00100 Page 8 SECTION 00300 BID FORM .Rev 10/20/ PROJECT: SECTION 00300 BID FORM Place Date 1. In compliance with your Invitation to Bid dated 20 and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of ($ ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment bonds is as follows: 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through Rev10/20/07 Section 00300 Page 1 C. Shop Drawings: Prepare Project -specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data unless submittal of CAD Drawings are otherwise permitted. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: a. Dimensions. b. Identification of products. C. Fabrication and installation drawings. d. Templates and patterns. e. Schedules. f. Design calculations. g. Compliance with specified standards. h. Notation of coordination requirements. i. Notation of dimensions established by field measurement. j. Relationship to adjoining construction clearly indicated. k. Seal and signature of professional engineer if specified. 2. Number of Copies: Submit four (4) opaque copies of each submittal, unless copies are required for operation and maintenance manuals. Submit five (5) copies where copies are required for operation and maintenance manuals. Owner's Representative will retain two (2) copies; remainder will be returned. Mark up and retain one returned copy as a Project Record Drawing. D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. Identification: Attach label on unexposed side of Samples that includes the following: a. Generic description of Sample. b. Product name and name of manufacturer. C. Sample source. d. Number and title of appropriate Specification Section. Disposition: Maintain sets of approved Samples at Project site, available for quality -control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use. b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor. Page -7- BID SCHEDULE (Base Bid) COLLEGE AVE. & HARMONY ROAD LANDSCAPE & URBAN DESIGN IMPROVEMENTS Item # Item Description Units Quantity Unit Price Extension GENERAL REQUIREMENTS 1.01 Mobilization (Insurance, General Conditions, Bonding, Site Safety/Site Protection Fencing)LS 1 $ 1.02 Construction Control Devices LS 1 $ 1.03 Flagging hours 200 $ 1.04 Traffic Control Management = # of Work Days days 90 $ 1.05 Construction Traffic Speciality Sin Panel Size A EA 15 $ 1.06 Construction Traffic Speciality Sin Panel Size B EA 15 $ 1.07 Portable Message Sign Panel 1 days 20 $ CONCRETE 2.01 6"x18" Barrier Curb Complete includes sawcut and asphaltpatch) LF 110 $ 2.02 6"x6" Colored Concrete Header LF 55 $ UTILITIES 3.01 12'h. Pedestrian Pole and Fixture 3 per corner EA 12 $ 3.02 Pedestrian Pole Assembly and Installation EA 12 $ 3.03 Ornamental Column Lighting and Installation includes lights and controller LS 1 $ 3.04 Power Cabeling and Conduits LS 1 $ 3.05 Junction Boxes LS 1 $ 3.06 Service Cabinet and Associated Equipment LS 1 $ 3.07 Installation items 3.04 thru 3.06 LS 1 $ SITE FURNISHINGS - METALWORK 4.01 Ornamental Panel (median) - 30"h. x 81, includes 6" sq. posts (includes five (5) spares) EA 44 $ 4.02 Ornamental Panel - 36"h. x 8'I. includes 12" custom posts includes one 1 spare) EA 11 $ 4.03 Ornamental Panel - 36"h. x 61. includes 12" custom posts includes one 1 spare) EA 20 $ 4.04 Installation of Bollards (within planter bed - northeast corner only) - Bollards provided b CityEA 2 $ 4.05 Median Plinth Metalwork EA 4 $ Rev10/20/07 Section 00300 Page 2 4.06 Lighted Ornamental Column - Aluminum frame/cage only art, glass, etc. N.I.C. EA 4 $ 4.07 Signal Pole Ornamental Brackets Complete EA 4 $ SITE FURNISHINGS - CONCRETE WORK 5.01 Standard Grey Concrete Cassion for 8' Median Ornamental Panel only) EA 60 $ 5.02 Colored Concrete Ft for 6' and 8' Ornamental Panel EA 56 $ 5.03 Self -Placing Colored Concrete for Planter Pot Enhanced Base EA 12 $ 5.04 Self -Placing Colored Concrete Median Plinth EA 4 $ 5.05 1 Self -Placing Colored Concrete Enhanced Base and Std. Grey Conc. Footing for Lighted Ornamental Column EA 4 $ 5.06 1 Self -Placing Colored Concrete Base for Pedestrian Light Pole EA 12 $ SITE FURNISHINGS - OTHER 1 6.01 1 Concrete Planter Pots Complete (includes drainage and planter mix) I EA 1 12 1 1 $ PLANT MATERIAL Canopy Trees 7.01 Catalpa speciosa - 3" cal. EA 6 $ 7.02 Gleditsia triacanthos inermis Skyline - 3" cal. EA 5 $ 7.03 G mnocladus dioicus - 3" cal. EA 1 $ 7.04 Quercus 'Crimson Spire'- 3" cal. EA 14 $ 7.05 Quercus macrocar a - Y cal. EA 6 $ 7.06 Quercus robur 'P ramich' - 3" cal. EA 4 $ 7.07 Ulumus japonica Accolade Elm - 3" cal. EA 1 $ Ornamental Trees 7.08 Malus 'Thunderchild' - 2.5" cal. EA 14 $ 7.09 P rus calle ana 'Chanticleer'- 2.5" cal. EA 20 $ Deciduous Shrubs 7.10 Aronia melanocar a 'Iroquois Beauty'- #5 cont. EA 46 $ 7.11 Caryopteris x clandonensis 'Blue Mist'- #5 cont. EA 46 $ 7.12 Cornus alba 'Ar enteomar inata' - #5 cont. EA 6 $ 7.13 Corpus stolonifera 'Isanti' - #5 cont. EA 16 $ 7.14 Cornus stolonifera 'Kelse i' - #5 cont. EA 7 $ 7.15 1 Forsythia 'Arnold Dwarf - #5 cont. EA 6 $ Rev10/20/07 Section 00300 Page 3 7.16 Li ustrum vul are 'Lodense' - #5 cont. EA 64 $ 7.17 Lonicera tatarica 'Arnold's Red'- #5 cont. EA 10 $ 7.18 Mahonia a uifolium - # 5 cont. EA 3 $ 7.19 Prunus besse i 'Pawnee Buttes'- #5 cont. EA 18 $ 7.20 Potentilla fruiticosa 'Gold Drop'- #5 cont. EA 11 $ 7.21 Potentilla fruiticosa 'Prarie Snow'- #5 cont. EA 13 $ 7.22 Prunus x cistena - #5 cont. EA 11 $ 7.23 Ribes al inum 'Green Mound- #5 cont. EA 28 $ 7.24 Rosa x 'lceber ' - #5 cont. EA 22 $ 7.25 Rosa x Knock Out - #5 cont. EA 9 $ 7.26 S irea x'Flowerin Choice'- #5 Cont. EA 31 $ 7.27 S irea ja onica 'Goldflame' - #5 cont. EA 37 $ 7.28 S rin a atula 'Miss Kim'- #5 cont. EA 22 $ Ever reen Shrubs 7.29 Juni erus sabina 'Buffalo'- #5 cont. EA 56 $ 7.30 Juni erus procumbens 'Green Mound- #5 cont. EA 14 $ 7.31 Juni erus sabina 'Arcadia'- #5 cont. EA 32 $ Ornamental Grasses 7.32 Calama rostis x acutifolia 'Karl Forester'- #1 cont. EA 279 $ 7.33 Descham sia ces itosa - #1 cont. EA 12 $ 7.34 Festuca glauca - #1 cont. EA 8 $ 7.35 Helictotrichon sem ervirens - #1 Cont. EA 163 $ 7.36 Panicum vir atum 'Heavy Metal'- #1 Cont. EA 140 $ 7.37 Pennisetum alo ecuroides 'Hameln'- #1 cont. EA 32 $ 7.38 Schizach rium sco arium 'Blaze'- #1 cont. EA 202 $ Perennials 7.39 Achillea millefolium - #1 cont. EA 4 $ 7.40 Achillea 'Moonshine'- #1 cont. EA 5 $ 7.41 A astache aurina 'Coronado'- #1 Cont. EA 61 $ 7.42 Ceratosti ma plumbaginoides - #1 Cont. EA 21 $ 7.43 Coreo sis lanceolata - #1 cont. EA 41 $ 7.44 Echinacea ur urea 'White Swan'- #1 Cont. EA 19 $ 7.45 Geranium 'Rozanne' - #1 Cont. EA 41 $ Rev10/20/07 Section 00300 Page 4 7.46 Leucanthemum x su erbum 'Alaska'- #1 cont. EA 40 $. 7.47 Oenothera macrocar a - #1 cont. EA 85 $ 7.48 Penstemon strictus - #1 cont. EA 13 $ DEMOLITION, EDGER, MULCH, SOD, MISCELLANEOUS 8.01 Landscape / Plant Material Demolition east end of Harmony Road median LS 1 $ 8.02 Stacked Buff Sandstone Boulder Retaining Wall southeast corner LS 1 $ 8.03 Soil Amendment @ 3 CY/1000 s .ft. (Compost) - 18,200 s .ft. CY 55 $ 8.04 Fine Grading / Shaping of median / Grading on southwest corner / etc. SF 39,051 $ 8.05 Fescue Sod SF 18,200 $ 8.06 Steel Edger LF 464 $ 8.07 Re -set Existing Buff Sandstone Landscape Boulders Southeast Corner Only) EA 12 $ 8.08 12"d. Planters Mix @ 4 annual bed locations CY 4 $ 8.09 Type 1 Washed Cobble Mulch, Y-6", Tan color range SF 830 $ 8.10 Type 2 Washed Cobble Mulch, 6"-12", Tan color range SF 830 $ 8.11 Type 3 - Cobble Mulch, 6"-12" Cobble Mulch, ink -white -black color range SF 790 $ 8.12 Type 1 - 3"d. Shredded Mulch (no fabric) - City's Recycled material (transport to site & install only)SF 16,355 $ 8.13 Type 2 - 3"d. Shredded Mulch no fabric - Shredded Cedar at Spotlight Music only) SF 2,046 $ 8.14 Weed Barrier Fabric SF 2,450 $ IRRIGATION 9.01 Sprinkler Irrigation Complete includes provision of irrigation controllerpower) LS 1 $ 9.02 Fall 2010 Irrigation S stems Winterization LS 1 $ 9.03 Spring 2010 Irrigation S stems Startup LS 1 $ BASE BID TOTAL $ TOTAL IN WORDS Rev10/20/07 Section 00300 Page 5 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. RESPECTFULLY SUBMITTED: CONTRACTOR BY: Signature Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone Email Date Rev10/20/07 Section 00300 Page 6 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors Rev 10/20/07 SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned as Principal, and as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, 7161 College Avenue and Harmony Road Landscape and Urban Design Improvements. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall.execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby .stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such . Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. Rev10/20/07 Section 00410 Page 1 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this day of , 20 , and such of them as are corporations have caused their corporate seals to be hereto .affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL Name• Address• By: Title: ATTEST: By: (SEAL) By: Title: SURETY (SEAL) Rev10/20/07 Section 00410 Page 2 SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: 2. Permanent main office address: 3. When organized: 4. If a corporation, where incorporated: 5. How many years have you been engaged in the contracting business under your present firm or trade name? 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 7. General character of Work performed by your company: 8. Have you ever failed to complete any Work awarded to you? If so, where and why? Q Have your ever defaulted on a contract? If so, where and why? 10. Are you debarred by any government agency? If yes list agency name. Rev 10/20/07 Section 00420 Page 1 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. 12. List your major equipment available for this contract. 13. Experience in construction Work similar in importance to this project: 14. Background and experience of the principal members of your organization, including officers: 15. Credit available: $ 16. Bank reference: 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? 18. Are you licensed as a General CONTRACTOR? If yes, in what city, county and state? class, license and numbers? 19. Do you anticipate subcontracting Work under Contract? If yes, what percent of total contract? and to whom? 20. Are any lawsuits pending against you or your firm at this time?_ IF yes, DETAIL Rev 10/20/07 Section 00420 Page 2 What this 4. Samples for Initial Selection: Submit Manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. a. Number of Samples: Submit one (1) full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Owner's Representative will return submittal with options selected. 5. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. a. Number of Samples: Submit two (2) sets of Samples. Owner's Representative will retain one (1) sample sets; remainder will be returned. Mark up and retain one (1) returned Sample set as a Project Record Sample. 1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated. 2.2 INFORMATIONAL SUBMITTALS A. General: Prepare and submit Informational Submittals required by other Specification Sections. 1. Number of Copies: Submit two (2) copies of each submittal, unless otherwise indicated. Owner's Representative will return one (1) copy of each. 2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. B. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. C. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project. D. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required. Page -8- 21. What are the limits of your public liability? DETAIL What company? 22. What are your company's bonding limitations? 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. Dated at this day of Name of Bidder By: Title: State of County of . 20 being duly sworn deposes and says that he is of and that (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this day of , 20 Notary Public My commission expires Rev10/20/07 Section 00420 Page 3 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over % of the contract. ITEM SUBCONTRACTOR Section 00430 Page 1 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD Date: TO: PROJECT: 7161 College Avenue and Harmony Road Landscape and Urban Design Improvements OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated , 20 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 7161 College Avenue and Harmony Road Landscape and Urban Design Improvements. The Price of your Agreement is Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by 20 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached. By: City of Fort Collins OWNER James B. O'Neill, II, CPPO, FNIGP Director of Purchasing & Risk Management Section 00510 Page 1 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the day of in the year of 20 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 7161 College Avenue and Harmony Road Landscape and Urban Design Improvements and is generally described in Section 01100. ARTICLE 2. ENGINEER The Project 'has been designed by Interwest Consulting Group, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 The Work shall be Substantially Complete within Seventy Five (75) calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within Eighty Nine (89) calendar days after the date when the Contract Times commence to run. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. Section 00520 Page 1 1) Substantial Completion: One Thousand Eighty Six Dollars ($1,086.00) for each calendar day or fraction thereof that expires after the Seventy Five (75) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after the Fourteen(14) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: ($ ), $ Dollars, in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of.the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 90% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application for payment. Section 00520 Page 2 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 950 of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. Section 00520 Page 3 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1Certificate of Substantial Completion 7.2.2Certificate of Final Acceptance 7.2.3Lien Waiver Releases 7.2.4Consent of Surety 7.2.5Application for Exemption Certificate 7.2.6Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: Sheet 1 Cover Sheet Sheet 2-5 Site and Layout Plan Sheet 6-7 Site and Layout Plan Enelargements Sheet 8 Landscape Details, Notes Sheet 9 Stacked Boulder Slope Grading & Details Sheet 10-13 Site Details Sheet 14 Landscape Plan, Legend, Plant List Sheet 15-17 Landscape Plan Sheet 18-24 Hines Irrigation Plans & Details Sheet 25-28 ESC Electrical Plans & Details The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers to inclusive. Section 00520 Page 4 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6.` There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract.Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. Section 00520 Page 5 OWNER: CITY OF FORT COLLINS CONTRACTOR: By: By: JAMES B. O'NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING AND RISK MANAGEMENT Date: Attest: City Clerk Title: Date: (CORPORATE SEAL) Attest: Address for giving notices: Address for giving notices: Fort Collins, CO 80522 LICENSE NO.: Approved as to Form Assistant City Attorney Section 00520 Page 6 E. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents. F. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents. G. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents. H. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. I. Schedule of Tests and Inspections: Comply with requirements specified in Division 1 Section "Quality Requirements." J. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents. K. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment as described in individual Sections. L. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable: 1. Preparation of substrates. 2. Required substrate tolerances. 3. Sequence of installation or erection. 4. Required installation tolerances. 5. Required adjustments. 6. Recommendations for cleaning and protection. M. Manufacturer's Field Reports: Prepare written information documenting factory -authorized service representative's tests and inspections. Include the following, as applicable: 1. Name, address, and telephone number of factory -authorized service representative making report. 2. Statement on condition of substrates and their acceptability for installation of product. 3. Statement that products at Project site comply with requirements. 4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken. Page -9- SECTION 00530 NOTICE TO PROCEED Description of Work: 7161 College Avenue and Harmony Road Landscape and Urban Design Improvements To. This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Agreement. Dated this day of 20 The dates for Substantial Completion and Final Acceptance shall be , 20_ and 20_, respectively. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of 20 CONTRACTOR: By: Title: Section 00530 Page 1 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the _ day of 20_, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 7161 College Avenue and Harmony Road Landscape and Urban Design Improvements. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify. and save harmless the OWNER from all cost.and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. Rev10/20/07 Section 00610 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and 'the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of , 20 . IN PRESENCE OF: Principal (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) (Title) (Address) Other Partners By: By: Surety By: By: (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. Rev10/20/07 Section 00610 Page 2 SECTION 00615 PAYMENT BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the _ day of , 20_, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 7161 College Avenue and Harmony Road Landscape and Urban Design Improvements. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. Rev 10/20/07 Section 00615 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of , 20 . IN PRESENCE OF: (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) Principal By: (Title) (Address) Other Partners Surety By: By: (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. Rev 10/20/07 Section 0061S Page 2 SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. Rev10/20/07 Section 00630 Page 1 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE:7161 College Avenue and Harmony Road Landscape and Urban Design Improvements PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: CONTRACT DATE: The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. By: CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER AUTHORIZED REPRESENTATIVE DATE REMARKS: Rev10/20/07 Section 00635 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO: Gentlemen: , 20 You are hereby notified that on the day of , 20_, the City of Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins project, 7161 College Avenue and Harmony Road Landscape and Urban Design Improvements. A check is attached. hereto in the amount of $ as Final Payment for all Work done, subject Documents which are dated , 20 to the terms of the Contract In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: 20 Sincerely, OWNER: City of Fort Collins By: Title: ATTEST: Title: Rev10/20107 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: (CONTRACTOR) PROJECT: 7161 College Avenue and Harmony Road Landscape and Urban Design Improvements 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys Rev10/20/07 Section 00650 Page 1