Loading...
HomeMy WebLinkAboutBID - 7212 WEST MYRTLE ALLEY - DOWNTOWN ALLEY ENHANCEMENTSFinancial Services City of Purchasing Division FortMason Floor Fort Collins PO Box 580 Fort CCO 052522 Collins,8 970.221.6775 970.221.6707 Purchasing fcgov.com/purchasing ADDENDUM No. 2 DESCRIPTION OF BID: 7212 West Myrtle Alley —Downtown Alley Enhancements OPENING DATE: 3:00 PM (Our Clock) March 31, 2011 The Opening Date has been changed to March 31, 2011 at 3:00 PM. To all prospective bidders under the specifications and contract documents described above, the following changes and additions are hereby made and detailed in this Addendum: Exhibit 1 — Questions & Answers From the Mandatory Prebid Meeting Exhibit 2 — Section Changes/Revisions Exhibit 3 — Drawings Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 or jstephen@fcgov.com with any questions regarding this addendum. The last day for questions related to this bid has been changed to March 23, 2011, end of business (5:00 PM). RECEIPT OF THIS ADDENDUM MUST STATEMENT ENCLOSED WITH THE ADDENDUM HAS BEEN RECEIVED. Addendum 2 7212 West Myrtle Alley - Downtown Alley Enhancements BE ACKNOWLEDGED BY A WRITTEN BID/QUOTE STATING THAT THIS Page 1 of 13 t.D WEST MYRTLE ALLEY -SECTION C ru:Vr•r-o' A00en0uto 2 7212 West Mynle Alley - Downtown Alley Enflancements J D W- 2Iz We 10 ok Collins N dda 19 oie lo.n 5puore, Suite 2Jo Fort Coln s. CO 80524 970-484-2020 141ytcLyeart.,w IOC W wl6v.m WQM y910.4B4A . rtwelrlSrWObf.. (n } Y W W J J J Q Q Z J 3 z K 0 0 � U Z F Z 3 4n 0 a 0 3U z O w U cn r a Z w o J cc J n o Q U r Of ti K 3 0 Dole: 2-18-11 Dro.n BIN JB/A Cheered BY CR/VY 113 Sheet LS302 structures at or contiguous to the site that have been utilized by ENGLEER in preparing the Contract Documents forth-inpazagraphs-ri-througlr540, 3.6. OWNER is obligated to execute Change Orders as indicated in paragraph 10.4. 3.7. OWN-ER's responsibility in respect of certain inspections tests and approvals is set forth in paragraph 13.4. 3.3. In connection with OWNER's right to stop Work or suspend Work, see paragraphs 13.10 and 15.1. Paragraph 15.2 dealswith OWNER's right to terminate services of CONTRACTOR under certain circumstances. 3.9. The OWNER shall not supervise, direct or have control or authority over. nor be responsible for. CAN^TR \CTOR'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 nor be responsible for CONTRACTOWs failure to perform or furnish the Work in accordance with the Contract Documents. 9.10. nnn:coa-.,,..,_.,,: Lin,. in FeSpeOt of undismingod RadioactiveMat eriaLsttneovere�ar-r2vealad-at-thasitr-is 8..11. ryand ._ the , ,.., nrr?r R L,... agreed to FurniGenasa .tt attettgamarus-Fmvr>-lxen-ntedo--to-sat isfy-0\l�`E[;'s as rasponsnbiltty-trt-rrspa Hhereof-will-be-as-se"brth-ut-the Supplementary-Gonditians= ARTICLE 9-ENGINEER'S STATUS DL-RLrG CONYMUCTION ORN£R'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 F'\i''G[L T 1,13its to Site: 9.2. EN-GL LEER will make visits to the site at intervals appropriate to the various -stages of construction as ENGINEER deems accessary in order to observe as an experienced and qualified design professional the progress EJCDCOE`tEF-AL COWIaIO,.N'� 19103 (1990 Edtimj rt'/ CITY OF FORT COLLI BLS MODIFICATIONS (REV •12000) that has been made and the quality ofthe various .aspects of CON'TRACTOR's executed Work. Based on information obtained during such visits and observation, e4GMEER will endeavor for the benefit of OWNER to determine, in general, if the Work is proceeding in accordance with the Contract Documents. ENGINEER will not be required to make edtaustive or continuous on - site inspections to check the quality or quantity of the Work. ENGWEER's efforts will be directed toward providing for.OWNER a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and on - site observations, ENGINEER will keep OWNER informed of the progress of the Work and will endeavor to guard OWNER against &fecdve Work. ENGWEER's visits and on -site observations arc subject to all the limitation on ENGINEER's authority and rospatsibifity set forth in paragraph 9.13, and particularly, but without limitation during or as a result of ENGINEERS on -site visits or observations of CONTR-,kCfOR's Work ENGINEER will not supervise, dirccL control or have authority over or be responsible for CONERACTOR'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 Regulation applicable to the furnishing or performance.of the Work. Project Representative: 9.3. If OWNER and R4GWEER agree, ENGINEER will famish 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 paragraphs9.3 and 9.13 .nil n these .L_. S .,..I ..... .WN........ Conditions of General Coro=ns. If OER designates another representative or agent to represent OWNER at the sit, 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 pL@g_aph 9.3 of these General Conditions If the ENGfNBF.R furnishes .i &e3 den_ �7t L Coject Represe tativve or o her assistants, or if the OWNER desigates a Representative oragent, all as provided in paragraph 9.3 of the General Conditions. these Representatives shall have the authorir and limitations as provided in [ggraoh 9.13 of the General Conditions and shall be subiect to the following: 931The Representative's dealirtz in matters pertaining to the on -site work will, in eeneral, be with the ENGINEER and CONTRACTOR But the Representative will keep the OWNER properly_ advised about such matters. The Representative's dealints with subt:ontmctors will onlv be throuLh 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 RiGINEER concerning acceptability. 9.3.2.2. Conferences and Meeting - Attend meeting with the CONTRACTOR such as preconstruclion conferences, progress meetings and other rob contercnets and prepare and circulate copies or minutes of meetings. 9.3.23. Liaison 9.3.23.1. Serve as ENGINEERS liaison with CONTRACTOR wDrking principally through CONTRACTOR'S superintendent to assist the CONTRACTOR in understanding the Contract Documents. 9.3.2.32. Assist in obtaining from OWNER additional details or information when. required for Proper execution of the Wodc. 9.32.3.3, Advise the FNGINFER and CONTRACTOR of the commencement of any Work requiring a Shop Drawing or sample submission if the submission has not ban approved by the ENGINEER 93 2.4.Review of Work- Rejection of Defective Wor - Inspections and rests - 93.2.4.1. Conduct on -site observations of the Wort: in progress to assist the ENGINEER in determining that the Work is proceeding in accordance N6th the Contract Documents. 9.3.2.4.3. Accompany visiting_usp au(Ors representing public or other agencies having. Lurisdiction over the Proiect record the results of these inspections and report to the ENGINEER 9.3.1.5. Interpretation of Contract Documents. Report to ENGINEER when clarifications anti interpretations of the Contract Documents are needed and transmit to CONTRACTOR clarification and interpretation of the Contract Documents. as .issued by the IO90MILD-40 9.3.2.6. Modifications. Consider and evaluate CONTRACTORS suggestions for EJCDC GENERAL CONDITIONS 1919-5 (1990 E(itiaa) ,0 aI CITY OF FORT COLLINSMODIFICATIONS(REV42000) modification in Drawings,or Specifications and report these recommendations to. ENGINEER: Accurately transmit to CONTRACTOR decisions issued by the ENGNEER 9.3.2.7. Records. 9.3.28.1. Furnish ENOWEER gerioodc reports, as required of the progress of the Work and of the CONTRACTORS compliance with the p(paess schedule and schedule of shop Drawing and sample MIMUMM 9.3.2.8.2. Consult with F�i_�IZ7Ll4�iq advance of scheduting_maiar tests - ins ,ons or sLnrt of important phases of thz Work. 9.3.=.8.3. Drift proposed Change Orders and Work Directive Changes. obtaining backup material from the CONTRACTOR and recommend to ENGINEER Change Orders, Work Directive Changes and field orders 93.2.9.4. Report immediately to LNGINEER and OWNER the occurrence of any accident. 93.2.9. Payment Requests. Review applications for 1x+y 'en, with CONTRACTOR for compliance with the established procedure for their submission and forward with recommendation to ENGLNEER noting particularly the relationship of the PRMML recmested to the schedule of value. work completed and materials and muigacrit delivered at the site but not incoro r,r to tl�-:. Wod 9.3.2.10. Completion: 9.3.2.10.1. Before ENGINEER issues a Certificate of Substantial Completion submit to CONTRACTOR a list of observed items reauiring correction or completion 9.3.2.10.2. Conduct final inspection in the eompanv of the ENGINEFR OWNER and CONTRACTOR and prepare a final list of items to be corrected 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 concemim acceptance. 9.3.3. Limitation of Authority: The Representative shall not: 9.3.3.1. Authorize anv deviations from the Contract Documents or accc�y substitute materials or a ttipmrnt urdess authorized—by—th ENI GWEER. 9.3.3.2. Exceed limitations of FNGINEER'S nuthoriry as set forth in the Contract Documents. 9.3.3.3. Undertake anv 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 anv aspect of the means, methods, techniques, sequences or orocedurLs. for construction unlL&L--�uch ig specifically called for in the Contract Documents 9.3.3.5. Advise on or issue directions re asset t1e control over saew precautions and programs in connections with the Work 9.3.3.6. Accept Shpp Drawings or sample submittals from anvone other than the CONTRACTOR 9.3.3.7. Authorize OWNER to occupy the Work in whole or in part. 9.3.3.8. Participate in specialized field or labomtory tests or inspections conducted by others accept as specifically authorized by the ENGLNIEEK Clarifications and Interpretations: 9.4. ENGINEER will issue with reasonable promptness such written clarifications or interpretation of the EJC:OC GENERAL CONDITIONS 1910-3 0990 Edtim) w! CITY OF FORT COLLI; S MODIFICATIONS (REV-Ir000) 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 or estent thercoC if any, OWNER or CONTRACTOR may make a written claim therefor as provided in Article I l or Article 12. Authorized Variations inWork: 9.5. ENGINEER may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjusmment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project 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 Ordurjustifics 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 I or 12. Rejecting Defective Work 9.6. ENGINEER will have authority to disapprove or reject Work which ENGNF.ER believes to be defective, or that ENGNEER believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER will also have authority to requite special inspection or testing of the Work as provided in paragraph 13.9, whether or no the Work is fabricated installed or completed Shop Drawings: Change Orders and Payments: 9.7. In connection with ENGLNEER's authority as to Shop Drawings and Samples, see paragraphs 6.24 through 6.28 inclusive. 9.8. In connection with ENUNTER's authority as to Change Orders, see :articles 10. 11, and 112. 9.9. In connection with ENGMER's authority .as to Applications for payment, see Article 14. Determinations jar Unit Prices 9.10. ENGINEER will deemtinc the actual quantities and classifications of Unit Price Work performed by CONTRACTOR. IENGZVIMR will review with CONTRAC rOR the ENGINEER's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application 21 for Payment or otherwise). ENG gaR's written decision thereon will be final 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 ENGLNEER's decision and (i) an appeal from ENGINEER's decision is tiiken 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 (i) 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 ENGfNEER's decision, unless otherwise agreed in writing by OWNER and CONTRACTOR Such appeal will not be subject to the procedures of paragraph 9.11. Deeieions on Disputer.• 9.11. ENGfNEER 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 initially to FNL GIiNEE'R 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 for 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 ENGNEF.R allows additional time). ENG iMER will render a formal decision in writing within thirty days after receipt of the opposing parry's submittal, if any, in accordance with this paragraph ENGG-TIMR's written decision on such claim, dispute or other matterwill be final and binding upon OWNER and CONTRACTOR unless: (i) an appeal from ENGR1EER's decision is taken within the time limits and in accordance with the procedures set forth in EXMIT GC -A. "Dispute Resolution Agreement", entered into between OWNER and CONTRACTOR pursuant to Article 16. or (i) if no such Depute Resolution :Agreement has been entered into, a written notice of intention to appeal from ENGINEER's written decision is delivered by OWNER or CONTRACTOR to the other and toLNGLNEER 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 EKI)CGE'NFRAL CONDinm3 I910S (1990 Editim) -- W/CITY OF FORT COLLIMMODIFICATiONS(REV Jn_000) decision, unless otherwise agreed in writing byOWNI M and CONTRACTOR 9.12. When functioning as interpreter and judge under paregaphs9.10 and 9.11, ENGINEER will not show ppaartrtiality to.OWNER or CONTRACTOR and will not be l able in connection with any interpretation or decision rendered in good taith 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 final payment as provided in paragraph 14.15) will be a condition precedent to any exercise by OWNER or CONTRACTOR of suds 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 &VONEER's Authority and Responsibilities: 9.13.1. Neither F.tNGINEER's authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any any made by F..NGINEER in good faith either to exercise or notexercise such authority or responsibility or the undertaking, exercise or performance of any authority or responsibility by ENGMEER shall create, impose or give rise to any duty owed by ENGINEER to CONTRACTOR,, any Subcontractor, any Supplier; any other person or organization, or to arty surety for or employee or agent of any of them. 9.13.2. ENGINEER will not supervise, direct, controlor 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. ENGR4=-R 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. ENOL fEER's review of the final Application for Paymentand accompanying documentation and all maintenance and operating insuuctions, schedules. guarantees, Bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by paragraph I4.12 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 ENGTNEER's Consultants, Resident Project Representative and assistants. ARTICLE l0—CILINGFS 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 l l or Article 12. 10.3. CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of the Contract Tunes with respect to any Work performed that is not required by the Contract Documents as amended,, modified and supplemented as provided in paragraphs 35 and 3.6, except in the case of an emergency as provided in paragraph 6.23 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 ENGL4E6R (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 cidfective Work under paragraph 13.13 or correcting defective Work under paragraph 13.14, or.(iu) agreed to by the parties; 10.4.2: changes in the Contract Price or Contract Times which are a67eed to by the parties; and 10.4.3. changes in the Contract Price or Contract Times which embodv the substance of any written decision rendered by ENGINEER pursuant to paragraph 9.11; provided that, in lieu of executing tiny 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 anv such ZeeaaL CONTRACTOR shall carry on the Work and mere .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 E1CDC GENEELXL CONDITION51910-8 (t990 E(litim) w/ CITY OF FORT COLLINSMODIFICATIONS (REV d11000) (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 givin*, of any. such notice will be CONTRACTOR's.respcnsibthty, and the amount of each applicable Bond will be adjusted accordingly. ARTICLE II—CHr4NGE OF CONTRACT PRICE 111. 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 Nice. 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) after 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 ENGfNEER allows additional time for claimant to submit additional or more accurate data in support of the claim) and shall N 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 ENGWEER 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 1 l 2- 11.3. The value of any Work covered by a Change Order or of any claim for an adjustment in &- Contract Price 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 11.9.3. viclusive); 1.1.3.2. 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 11.32, on the basis of the Cost of the Work (determined as provided in paragraphs 11.4 and 11.5) plus a CONTRACTOR's fee for overhead and profit (&-ter mcd as provided in paragraph 11.6). Cost of the Work: it 4. The tens Costofthe 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 Prcjcct, 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 includt-but-not be limited to, salaries and wages plus the cost of fringe benefits which shall include social security contributiom. unemployment, excise and payroll taxes, workers' compensation health end -retirement benefits -bonuses; applicable thereto. The expenses of performing Work ❑fter 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 cash discounts shall same to OWNER. ER. AJI 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. Paymtatts made. by CONTRACTOR to the Subcontractors for Work performed or furnished by Subcontractors. If required by OWNER, FJCDC Oh'NEFLAL CONDITIONS (1990 Edtim) _4 wf CITY OF FOAL COLLt4S MODIFICX[IONS (REV •12000) 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 isto be paid on the basis of Cost of the Work plus a fee, the Subeontractods 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, 113. 11.6 and 11.7. All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable. 11.4.4. Costs of special consultants (including but not limited to engineers, architeets, testing laboratories, surveyors, attorneys and accountants) employed for services specifically related to the Work. 11.4.5. Supplemental costs including the following: 11.4.5.1. The proportion of necessary transportation, travel and subsistence expenses of CONTRACTOR's employees incurred in discharge of dutiesconnectedwith 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 ccinsu reed in the performance of the Work, and cost less market value of such items used but not consumed which remain the property of CONTRACTOR 11.4.53. Rentals of all construction equipment and machinery and the parts thereof whether reined 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 mid rental agreements. The rental of any such equipment, machinery or pans 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. 11.4.5.5. 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 their may be liable, and royalty payments and fees for permits and licenses 11.4.5.6. Losses and damages (and related c-xpenses) 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 5.91 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 losses shatl include settlements made with the written consent and approval of OWNER No such losses, damages and.expeses shall be included in the Cost of the Work for the purpose of determining CONTRACTOR's fee. IE 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 11.6.2. 11,4.5.7. The cost of utilities, fuel and sanitary facilities at the site. 11.4.5.8. Minor expenses such as telegrams, long distance telephone calls, telephoneservice it the site, expressage and similar patty cash items in connection with the Work. 11.4.5.9. Cast of premiums for additional Bonds and insurance required because of changes in the Work. 11.5. The teen 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 1IA.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 pan of CONTRACTORS capital expenses, including interest on CONTRACTOR'S capital employed for the Work and charges against CONTRACTOR for delinquent payments. 11.5.4. Cost 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 11.4.5.9 above). EICDC GENER.AI. CONDITIONS 1910 8 (1990 Edtim) w/ CITY OF FORT COLLI NS MODIFICATIONS (REV • (2000) 11.5.5. Coats due to 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 (table, including but not limited to, the correction of defective Wo& disposal of materials or equipment wrongly supplied all making good any damage to property. 11.5.6. Other overhead or general c gxrtse costs of arty kind and the costs of any item not specifically and expressly included in paragraph 11.4. 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 lee 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 CONTRACfOR's feeshall be fifteen percent 11.6.2.2. for costs incurred under paragraph 11.4.3, the CONTRACTOTi fee shall be five percent, 11.6.2.3. 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 fumishes the Work, atwhatever tier, will be paid a fee of fifteen percent of the costs incurred by such Subcontractor under paragraphs 11.4.1 and 114.2 and that any higher tiff Subcontractor and CONTRACTORk will each be paid a fee-of-fivaNreent-o dwomoiant-paid4o the-nerd-bwertiet-Subcemraetor, to be negotiated in good faith with the OWNER but not to exceed five percent of the amount paid to the next lower titLLUhc�!J,Lr�ter. 11.6.2.4. no fee shall be payable on the basis of costs itemized under paragraphs 1 L4.4, 1145 and 1 t.5; 1 L62.5. the amount of credit to be allowed by CONTRACTOR to O\VNER 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 CONTRACTOR's 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 change. the adjustment in CONTRACTOWs fee shall be computed on the basis of the net change in 'accordance with paragraphs 11.6.2.1 through 11.6.2.3, inclusive. 11.7. Whenever the cast of any Work is to be 25 determined pursuant to paragraphs I l.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 arced shall cause the Work so covered to be furnished and performed for such sums as may be acceptable to OWNER and ENGINEER CONTRACTOR agrees that: 11.8.1. the allowances include the cast to CONTRACTOR (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the site, and all applicable taxm and 1 LS.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 of the foregoing will be valid Prior to final payment, an appropriate Change Order will be issued as recommended by ENGINEER to refloct actual amounts due CONTRACTOR on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.9. Unit Price. [i ork- 11.9.1. Where the Contract Documents provide that all or part of the Wort: is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the established unit prices for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are riot guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determirvntions 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 CON-TRACTOR's overhead and profit for each separately identified item. 11.93.OWNER or CONTRACTOR may make a claim for an adjustment in the Contract Price in accordance with Article I I 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; EXI)CCENE UL CONDITION'S 19103 (1990 Ekitiail 26 %V/ CTIY OF FORT COLLI NS MODIFICATIONS(REV42000) and 11.9.3.2. there is no corresponding adjustment with respect to any other item of Work; arid 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 OWNERS sole discretion without affecting the Contract Price of any remaining item so long as the deletion or addition does not exceed twenty -live percent of the original total Contract Price. ARTICLE 12—CHAINGE OFCONTRICT 11rMES 12.1- The Contract Times (or Milcstonm) may. only be changed by a Change Order or a Written Amendment. Any claim for an adjustment of the Contract Times (or iilestones) shall be based on written notice delivered by the patty 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 staring 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 cla'ananfs written statement that the adjustment claimed is the attire 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 Nfilestones) shall be determined by ENGINEER in accordance- with paragraph9.11 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 this paragmph 12.1. 12.2. All time limits stated in the Contract Documents are of the essence of the Agreement. 123. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Mlestones) 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 para_mpph 12.1. Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by O1Wi ER acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, rues, floods, epidemics, abnormal weather conditions or actsofGod. 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 Milestones) in an amount equal to the time last due to such delay shall be CONTRACTOR's sole and exclusive remedy for such delay. In no event shall OWNER be liable to CONTRACTOR any Subcontractor, any. Supplier, any other person or organization, or to airy surety for or employee or agent of any of them, for damages arising out of or resulting from () delays caused by or within the control of the CONTRACTOR, or (ii) delays beyond the control of both parties including, but not limited to, fires, floods epidemics; abnormal weather conditionq acts of God or acts or neglect by utility owners or other contractors performing other work as contemplated by Article 7. ARTICLE. 13—TEYrs AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTAiNCE OF DEFF.CTIPF_ WORK 13.1. Notice ojDefeets• Prompt notice of all defective Work of which OWNER or ENGINEER have actual knowledge will be given to CONTRA\CTOR. MI defective Work may be rejected, corrected or accepted as provided in this Article 13. Access to Work: 13.2. OWNER EVG rNEER EVG rNEER's Consultants other representatives and persormel of OWNER independent testing laboratories and governmental agencies with Jurisdictional interests willhave access to the Work at reasonable —times fur 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 lnspeetions 13.3. CONTRACTOR shall give ENGM-ER timely notice of readiness of the Work for all required inspections, tests or approvals, arid 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 labcratay to perform all inspections, tests or approvals required by the Contmct. Documents except: 13.4.1. for inspections• tests or approvals covered by paragraph l3.5 W- ow. 13.4.2. that cults incurred in connection with tests or inspections conducted pursuant to paragraph 13.9- EICDC GENMAL CONDITIONS 1910-8 (1990 Etitim) AV/ CITY OF FORT COLLINS MODIFICATIONS (REV 1/2000) below shall be pain as provided in said paragraph 13.9; and 13.43. as otherwise specifically provided in the Contract Documents 13.5. If Laws or Re, lations 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 irANctions, tests or approvals, pay all costs in connection therewith, and furnish ENGINEER the required certificates of inspcction or approval. CONTRACTOR shall also be responsible for arranging and obtaining and shall pay all costs in connection with any inspections tests or approvals required for OWNER's and ENG[NEER's acceptance of materials or equipment to be incorporated in the Work or of materials mix designs, or equipment submitted for approval 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 FANGINEER, 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 IFork: 13.8. If any Work is covered contraiv to the written request of ENGUEER,..it must, il` requested by ENGINEER. be uncovered for EiIGLNEER'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 ENG rNEER'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 that such Work is defective, CONTRACTOR shall pay all claims costs, losses and damages caused by, arising out of or resulting front such uncovering, exposure, observation inspection and testing and of sitisLuxory replacement or reconstruction, (including butnot limited 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 eefective 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 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 t t and 12. 0WNER May Stop the Work: 11.10. 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 it 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 13.1 L 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, loss and damages caused by or resulting from such correction or removal (including but not limited to all costs of repair or replacement of work of others). 13.12. Correction Period• 13.12.1. If within one yea 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 effective Work corrected or the rejected Work removed and replaced and all claims• costs, losses and damages caused 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 13.122.In special circumstances wherea 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 dejectire Work (and damage to other �Q EICDCGES'EFLAL CONDITION5191"(1990Edtim) nl ri'ry of FOR r COLLf NS MODIFIC.ATIONS (REV aR000) 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 one year two veers after such correction or removal and replacement has been satisfactorily completed Acceptance ofDefec6ve Work: 13.13. If, instead of requiring correction or removal and replacement of defective Work, OWNER (an(l, prior to ENGINEER's recommendation of final payment. also ENGINEER) prefers to accept it, OWNER may do so. CONTRACTOR shall pay all claims, costs, losses and damages attributable to OWNF,R's evaluation of and determination to accept such defective Work (.such costs to be approved by ENGINEER as to reasonableness). If arty such acceptance occurs prior to E.r'NGNEER'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 suchrecommendation, an appropriate amount will be paid by CONTRACTOR to OIWi ER. MPNER May Correct Defective Work: 13.14. If CONTRACTOR fails within a reasonable time after written notice from ENGINEER to correct dfective Work or to remove and replace rejected Work as required by ENGINEER in accordance with paragraph 13.1 I, 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 site, take possession of all or part of the Work, and suspend CONTRACfOR's services related thereto, take possession of CONTR:ACTOR's tools, appliances, construction equipment and machinery at the site and incorporate to 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.. OWNEWs other contractors and ENGINEER and ENGINEER's Consultants access to the site to enable OWNER to exercise the riLhis amdremedies under this paragraph All claims, costs, losses and damages incurred or sustained by OWNER in exercising such rights and remedies will be charged against CONTRACTOR and a Change Order will be issued incorpurafng the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall be entitled to an appropriate decrease in the Contract Pricy and if the parties are unable to agrce as to the amount thereof. OWNER may make a claim therefor as providedinArticle 11. Such claims, taus, losses and No Text 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 Tires (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—PA17\11INTS 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 ENGNEER Progress payments on account of Unit Price Work will be based on the number of units completed. .Application for Progress Payment 14.2. At least twenty days before the date established for each progress payment (but not more otlen 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 that. 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 CO protect OWNER's interest therein, all of which will be satisfactory to OWNER. The amount of retainage with respect to progress payments will beasstipulated in the Agreement Anv funds that are withheld by the OWNER shall not be subiea to substitution by the CONTRACTOR with securities or any arrangements involving an escrow or custoclianshiP. BV exacutirnt the aoPliation Cor oeymrnt form the CONTRACTOR expressly waives his right to the benefits of Colorado Revised Statutes, Section 24-91-101, ct seg. CONTR4CTOR's Warranty of Tide. 14.3. CONTRACTOR warrants arid guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, uill pass to OWNER no later than the time of payment liee and clear of all Liens. Review of.4pplications for Progress Payment 14.4. ENGNEER will. within ten days after receipt of each Application for Payment, either indicate in writing a FJCDCGENER.AV. CONDITIONS 19103 (IM Educe) w/ CITY OF FORT COLW NS MODIFICATIONS (REV •1r000) recommendation of payment and present the Application to OWNER, or return the Application to CONTRACTOR indicating in writing ENGLNEER's reasons for refusing to recommend payment In the latter case, CONTRACTOR may make the necessary correctionsand resubmit the Application. Ten days after presentation of the Application for Payment to OWNER with ENGNEER'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 ENGNEFR to OWNER based on ENGNEER'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 F,NGINEER's knowledge, information and belief: 14.5.1. the Work has progressed to the point indicated, 14.52. the quality of the Work is generally in accordance with the Contract Documents (subject to an evalumion 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 Docu meets, 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 145.3. the conditions precedent to CONI TRACTOR's being entitled to such payment appear to have been fulfilled insofar as it is ENGNEER's responsibility to observe the Work. However, by recommending arty such payment ENGNEER will not thereby be deemed to have represented that: @ exhaustive or continuous on -site inspections have been made to check the quafity a .the quantity of the Work beyond the responsibilities specifically assigned to ENGD= in the Contract Documents or (u) 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. EIGNEER's recommendation of any payment, including final payment. shall not man 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 am failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of Work, or for arty 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 ENGNEER's opinion it would be incorrect to make the representations to 29. OWNNER refined to in pamgmph 14.5. ENGINEER may also reftise to recommend any such paymcnt, 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 ENGNEER's opinion to protect OWNER from loss because: 14.7.1. the Work is defective, or completed Wort: has been damaged requiring correction or replacement. 14.7.2. the Contract Price has been reduced by Written AmendmentorChange Order, 14.7.3. OWNER has been required to correct ckfective Work or complete Work in accordance with paragraph 13.14. or 143A. ENGINEER has actual knowledge of the occurrence of any of the vents 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 CONTRACCOR's performance or famishing of the Work, 14.7.6. Liens have been filed in connection with the Work, except where CONTRACTOR 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 OWNER to a set- off against the amountrecommended, or 14.7.8. OWNER has actual knowledge of the occurrence of am of the events enumerated .in paragraphs 14.7.1 through 14.7.3 or paragraphs 15.2.1 through 15.2.4 i tclusive; 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, orany adjustment thereto agreed to by OWNER and CONTRACTOR, when CONTRACTOR corrects to 0\Wi ER's satisfaction the reasons for such action Substantial Completion: 14.8. When CONTRACTOR considers the entire Work ready fur 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 E'�i iGNEER 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 subsmntially complete. LNGLVEER will notify CONTRACTOR in writing giving the reasons therefor. If .ENGINEER 30 EICDCGENELV.CONDITIONS 191"(1990 Edaim) cal CTTV OF FORT OOLLI NS MOD1F1CA'F1ONS (REV N2000) considers the Wort: substantially complete. ENGINEER will prepare and deliverrto 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 beforefinal payment OWNER shall have seven days after receipt of the tentative certificate during which to make written objection to ENGINEER as to any provisions of the certificate or attached list. IC after consider.41 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 or items to be completed or corrected) reflecting such changes from the tentative certificate as ENGINEER believes justified after consideration of anyobjectionsfrom 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 liml payment between OWNER.and CONTRACTOR with respect to secunity, operation, safety, maintenance, heat, utilities, insurance and warramies'and guarantees. Unless OWNER and CONTRACTOR agree otherwise in writing and so inform ENGINEER in wasting prior to ENGINEER's issuing the definitive certificate of Substantial Completion, ENGNEER's aforesaid recommendation will be binding on OWNER and CONTRACTOR until fatal payment 14.9. OWNER shall havc 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: 14.10.1.0WNER at any time may request CONTRACTOR in writing to permit OWNER to use any such part of the Work which OWNER believes to be ready for its intended use and substantially complete. If CONTRACTOR agrees. 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 readyforitsintended use and substantially complete and request ENGINEER to issuea 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 notifv 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 pamgaph.5.15 in respectof 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 kfectrve. CONTRACTOR shall immediately take such measures as are necessary to complete such work or remedy such deficiencies Final: 1pplication for Payment: 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, gwrantees, Bonds, certificates or other evidence of insurance required by paragmph 5.4, certificates of inspection. marked -up record documents (as provided in paragmph6.19) and other documents, CONTRACTOR may make application for final payment following the procedure for progress payments. The finalApplicationfor Ptvment 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 subparagaph5.4.13, (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 connection with the Work In lieu of such releases or waivers of Liens and as approved by OWNER, ER 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 bins, arid other indebtedness connected with the Work for which OWNER or OWNER's property might in any way be responsible have been paid or othentase satisfied. If any Subcontractor or Supplier fails EJCDCCENERAL CONDITIONS 191N-8 (1990 Emti%ro) w/ CITY OF FORT COLLIM MODIFICATIONS(REV U2000) to furnish such a release or receipt in full. CONTRACTOR may furnish a Bond or other collateral satisfactory to OWNER to indemnify OWNER against anyLiem Releases or waivers of liens and the consent of the surety to finalize payment are to be submitted on fortes conforming to the format of the OWNER'S standard forms bound in the Proiect manual. Final Payment and Acceptance: 14.13. If, on the basis of ENGfNEER's observation of the Work during construction and foal inspection, and ENGLNF.ER's review of the firm[ Application for Payment and accompanying documentation as required by the Contract Documents, ENGINEER is satisfied that the Workhas been completed and CONTRACTOR's other obligations under the Contract Documents have been fulfilled, ENGINEER will, within ten days after receipt of the foal 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 subject to the provisions of paragraph 14.15. Otherwise, ENGINEER will return the Application to CONTRACTOR, indicating in writing the reasons for refusing to recommend fmal 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 forth and substance and with ENGINEER's recommendation and notice of acceptability, the amount recommended by ENG NTEER will become due and will be paid by OWNER to CONTRACTOR subiect to taraemnh 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 shag upon receipt of CONTRACTOR's final Application for Payment and recommendation of ENGQJEER 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 relainage stipulated in the Agreement and if Bonds have been fumislied 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. Waiver of Claims: 14.15. The making and acceptance of final paymentwill constitute: 14.15.1. a waiver of all claims by OWNER against CONTRACTOR, except claims arising from unsettled Liens, from defecrive Work appearing after 31 final inspection pursuant to paragraph 14,11. 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 agairut OWNER other than those previously made in writing and still unsettled. ARTICLE 15SUSPENSION OF WORK .AND TEP"MINAMN OWMR 3/ay 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 FNGMI ER which will fix the date on which Work will be resumed. CONTRACTOR shall resume the Work on the date so fixed CONTRACTOR shall be allmved an adjustment in the Contract Price or an, extension of the Contract Times, or both, directly attributable to any such suspension if CONTRACTOR makes an approved claim therefor as provided in Articles I 1 and 12. OWNER May 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 Wort: 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 paragmph2.9 as adjusted from time to time pursuant to paragraph 6.6): IS .12. if CONTRACTOR disregards Laws or Regulations of any public body hnvugjurisdiction 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 dayse aviuen notice and to the extent permitted by Laws and Regulations. terminate the services of£O_NTRACTOR 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 EJCDCCENER1,LCONDI'no 319103(1990 EStim) 32 o'/CITY OF FORT COLLINSMODIFICATIONS(REV 4Q000) 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 balanceofthe Contract Price exceeds all claims, casts. uses and damagessustained 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, cost., 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 OWN ER. the termination will not affect an rights or remedies of OWNER against CONTRACTOROWNER 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 remedy of 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 famishing 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 expcnscs; 15.4.3. for all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors. Suppliers and others; and 15.4.4. for reasonable expenses directly attributable to lennination. CONTRACTOR shall not be paid on account of lass of anticipated profits or revenue or other economic loss arising out of or resulting from suck termination CONTRACTOR d/qy Stop Work or Terminate: 15.5. 1[ through no act or fault of CONTRACTOR the Work is suspended for a period of more than ninety days by OWNER or under an only of court or other public authority, or ENGINEFR fails to acton any, Application for Payment within thirty days after it is submitted or OWNER 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 terms 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 alter 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 ENGNEER 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 l I and 12 for an increase in Contract Price or Contract Times or otherwise for c."tpenscs or damage directly attributable to CONTRACTOR's stopping Work as permitted by this paragraph. ARTICLE W—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 be 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 rcacln:d 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 17-23,11SCELI. NEOUS Giving eVotice: 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 arf otiicerof the corporation tar whom it is intended or if delivered at or sent by registered or certified mail, postage prepaid to the last business address (mown to the giver of the notice. 17.2. Computation of Time. 17.2.1. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last clay 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 stay will be omitted from the computation. EJCDC CENSLkL COMMONS MONS 1910-3 (1990 E(fitim) wary of FORT COLLthSMODIFICATIONS(REV U1000) 17.2.2. A calendar flay of twenty-four hours measured from midnight to the next midnight willconstitute a day. Notice of Claim: 17.3. Should OWNER or CONTRACTOR suffer injury or damage to person or property because of am 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 oC 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 airy applicable statute of limitations or repose.Cumulatfve Remedies 17.4. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto, and in particular but without limitation, the warranties, guarantees and obligations imposed upon CONTRACTOR by paragraphs 6,12, 6.16, 6.30, 6.31, 6.32, 13.1, 13.12, 13.14, 14.3 and I5.2 and all of the rights and remedies available to OWNER and ENGINEER thereunder,. are in addition to, and arc not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations by special war inty or guarantee or by other provisions of the Contract Documents, and the provisions of this paragraph will be aseffective as if repeated specifically in the Contact Documents in connection with each particular duty, obligation, right and remedy to which they apply. Professional Feev 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 lim ited to, all fees and charges of engincem architects, attorneys and other professionals and all court or arbitration orother dispute resolution costs. I76 The laws of the State of Colo a�dolpply to this Qgreemenf Reference to two Pertinent Colomdo statutes art as follows 1761 Colorado Revised Statutes (CRS 8-17-101) require that CUlcrado labor be emploved to perform the Work to the extent of not less than 30 percent (30%) of each tvoe or class of labor in the seveml classifications of skilled and common labor employed on the project Colorado labor means anv person who is a bona fide resident of the State of Colorado at the time of employment without discrimination as to race, color, creed, aee, ref ieion or sex 1762 if a claim is filed OWNER is required by law (CRS 38-26-107) to withhold from all payments to CONTRACTOR sufficient funds to insure the Myment of all claims for labor, materials. team hire, sustenance, provisions, provender, or other suppli used or consumed by CONTRACTOR or his 33 34 EJCDCOENERV.CONDIT1ONS 1910-8(1990 Edilim) gel CITY OF FORT COLLINS ]IODIFIC.ATIONS (REV •1i?000) (Chis page left blank intcn6anally.) EJCDCOENMAL CONDITIONS 19103 (1990 Eddw) 35 .Y CITY OF FORT COLLI: S MODIFICATIONS (REV 42000) ;6 EKDcch,%.'MIL COWinoh5l9 IM(1990 E'Rim) ./ Cl rr OF EORr COLL MMMODIFICAMNS (REV arz000) 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 Comma 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 or 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 obtainin„ 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 initially for decision in accordance with paragraph 9.11 will U: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 ENIGTNEER 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 ENGIPNE -Ws decision being finml 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 parties concerned. 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 paragraph 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 Arbitratio_ n Association and a copy will be sent to ENGINEER for information The demand for arbitration will be made within the thirty -day or ten-day period specified in paragraph 162 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. EJCIX; GENERAL CONDITIONS 1910.5 (1990 Edam) w/ CITY OF FORT COLLM MODIF[C MOMS (REV 9M) 16.4. Except as provided in paragraph 16.5 below, no arbitration arming 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, ENGINEERS Consultant and the officers, directors, agents, employees or consultants of any of them) who is not a party to this contract unless: 16A.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 16.42. such other person or entity is substantially involved in a question of law or factwhich 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 CONTRACTOR has been obtained for such 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 16.4, if a claim, dispute or other matter in question between OWNER and CONTRACTOR involves the Work of a Subcontractor, either OWNER or CONTRACTOR may join such Subcontractor as a party to the arbitration between OWNER and CONTRACTOR 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 modification or appeal. 16.7. OWNER and CONTRACTOR agree that they shall fast 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 Arbitmoun 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 they and ten day time limits within which to file a demand for arbitration as provid_edin 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. GC -Al EJCDC GFNERAL CONDFRONS 1910-9 (1990 F fiti.) wl CITY OF FORT COLLINS MODIFICATIONS (REV 9194) OC-n I SE I' IVBUI.V1 51L ?. f 5CkOPK By Na WE ATTACHMENT CEINL fPIL[ PEAK VIEW SIIELWx POLE By .0LOPHARE U ATTACHMENT MEN. PI=- .:�.�-� �- I• IVBDIIA STEEL T � J I' IDBDIM SI[EL FRAME ELEVATION-N.I.S. 7 __ SHRINK PORE BY OLOPHANE R5• ) L ItKHMENf NINEIU&IIM $IEEE IBULM STEEL FRANC CDC EIEVAIION-N.T.S. A N B WE MINT SIL MESH-ROBOT� " ,' ELEV. TWO GASKETS ONLY ]MOO' .ADO (POWDER Cat RAL Ca(TR 7005) SNELNK POE BY HDLOPRANE �I Ij'AI' STRAP METAL i I'Aj, SEW YEIK i I' TUBULAR STEEL l u- - Y —PLWIER PoI I uooELl alzsas 1— ATTACHMENT OCTAL 'VRINL TRACK SHOW AIIKHYEM (PRDNDEo By xaCGxwE-Iz TOTAL AT EACH HANDING BASHER) ]/e' SEE III RI HAD AT EACH RATE ATTACHMENT -I} TOTAL AT WH 1LNVCRID DAME I' SIL TUBE, RATED TO SIL PLATE I/z' SHE PLATE CLEV. .10 DO' .9.Do' ELL.. (ICV. 90% TWO OFTHUNG .700' .8,00' SEE WSx-Bono. TWO & CTS ONLY (POWDER COOT RAL CIXIIN 7005) LIGHT FIXTURE ARM BY HOLP°HANE SII[LWH POLE BY HOLOPwAE Ij'Xj' STOOP METAL I.Y1' STRAP YRK "TER POI MDO[ll a17505 1' ILNUIM STEEL PUNIER PDT t F I {—ATTAINMENT I' TUBULAR STEEL DETAIL MINE ELEVAUaI-Nrs. va EavupH-N. Lb NpoN�FtF�'( 10 .1700' .1800' ( 1 RE ARM WE STEE I METAL MEIN C_ STEEL I a ;X5 0 i 25DS OCTAL C NOTES I. KID NA CWNO SMOOTH ALL STEEL JOINTS 2. COMPACTOR To PTN'Ia SHOP gUWNLY To BE RFNWED BY LANDSCAPE ARCHRECL ]. ALL STEEL 10 BE POWDER COATED PAL COLOR 7004. ALL STEEL MESH TO BE PoWDER OWED HAL 7005 Ad .n YT HANGING BASKET ENLARGEMENT 721 A IM"iI, JXlleyl-bownlOwn Alley Enhancements Po�-'°.rvLwuYxT NOTE: CONSTRUCT IN Two HALVES FOR EASE OF INSTALLATION WA SIIE-LINK SYSTEM H Collins dda R D... PmenR AU1"OI " 19 (HIM I— SML.,., Sute 730 F-I Care CO 80524 970-484-2020 russellmils studios u1 W aaeeY.._.e.1w P: 970A4V 1855 MAM.Fl:4ibep}n } W J J Q Z 0 Z O I Z J U J 3 W 0 L] Z W O z t Z N 0 J � J O U H 0 O W Dme: 2-15-IT DYY.n BY AILS Checked BY CR/PM -- sheet 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 (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: Appendix A -Geotechnical Investigation/Report prepared by CTL Thompson, Project No. FC04872-125 Contractor may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. B. 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4.3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents, except the following: None 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: Rev10/20/07 Section 00800 Page 1 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. 5.4.6 The 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). B. Add the following language after paragraph 5.4.13. 5.4.14 The Contractor shall purchase and maintain "Builder's Risk" insurance for physical loss or damage to the Work, temporary enclosures, buildings, falsework or materials in transit and shall insure against the following: fire, lightning, extended coverage, theft, vandalism, and malicious mischief; earthquake, demolition, collapse, debris removal, occasioned by the enforcement of the Rules and Regulations, water damage, and other such perils as may be required by the Supplementary Conditions. 5.4.15 Contractor's Builder's Risk policy shall cover materials and equipment stored at the site or at another location that was agreed to in writing by the Owner prior to being incorporated into the Work; provided that such materials and equipment have been included in an application for payment and recommended for approval by the Engineer. SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule 0 days lost due to abnormal weather conditions. Rev10/20/07 Section 00800 Page 2 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950Contract Change Order 00960Application for Payment Rev 10/20107 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 TOTAL APPROVED CHANGE ORDER TOTAL PENDING CHANGE ORDER TOTAL THIS CHANGE ORDER TOTAL %,OF THIS CHANGE ORDER TOTAL C.O.o OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST (Assuming all change orders approved) ACCEPTED BY: Contractor's Representative ACCEPTED BY: Project Manager REVIEWED BY: Title: APPROVED BY: Title: APPROVED BY: Purchasing Agent over $30,000 cc: City Clerk Contractor Project File Architect Engineer Purchasing $ .00 0.00 0.00 0.00 $ 0.00 DATE: DATE: DATE: DATE: DATE: 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 Chanqe by Change Order: Net Change by Change Order $0.00 Current contract Amount: Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: Less Retainage: AMOUNT DUE THIS APPLICATION: 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: Rev 10/20/07 Section 00960 Page 1 $0.00 $0.00 $0.00 APPLICATION FOR CONTRACT AMOUNTS PAYMENT PAGE 2 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. 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 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $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 $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 DOWNTOWN ALLEY ENHANCEMENTS SECTION 01010 — SUMMARY OF WORK PARTI- 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 the following: 1. Contractor Qualification Requirements. 2. Work covered by the Contract Documents. 3. Use of premises. 4. Owner's occupancy requirements. 5. Work restrictions. B. Related Sections include the following: Division I Section "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities. l.3 CONTRACTOR QUALIFICATIONS A. As part of the bid submittal; Contractors shall provide a statement of qualifications that addresses the following. This shall include a letter signed by a person in responsible charge of the company verifying similar experience to that of the Downtown Alley En- hancement 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 informa- tion given must be clear, concise and comprehensive. Name of Bidder including permanent address and business organization date. Include information on corporation status and where business is incorporated. Also include the following. a. General Contractor license number, class, location obtained b. Banking reference with name and contact information c. Available credit limits d. Willingness to provide a detailed financial statement for the company SUMMARY OF WORK 01010 - l LIGHT PINE &SC CLEANLY GROIN CAP BETWEEN UGNE WkE BASE ^ BASE .0 PAARS. GROUT COLOR TO MATCH PAVERS CLEANLY GROUT CAP BETWEEN i TOP OE CONCRETE BABE SHBASE AND PAVERS. GROVE OLL DC COLOR TO MATCH PAVERS W ry FLUSN WITHin TOPTW OF COMPACTED bwVCL A n FOOTING ]' ABOVE (WISHED UNIT PAVERS WAGE + 5 FINISHED GRADE (3) P hts AT TOP,.Fly°Ih S U) Y3 TIES Ar toP. s 2' oCa u l tll LE{I r, 2" GO — O I• $CM l0 PVC IRRIGATIONIITIl1�A1 dldi 1 I' SCH 40 PVC RRIGTFON 1 SLEEVE 3 11l I.� full: SLEEVE (I)110 L/N'C EXOTHERMICALLY i ulI1 I r I: (OYIO 3/NC EXOTNEFMICLLY 7-0' IMA iu KUCED TO POLE AND CALMNO Roo WELDED TO roL[ uw GHWxO Roo J 4 dot .11 11- } nl III ;' tlE;f EXISTING 1-1/i C. ,I� .err 1—.ExISTIxC t-I/i C. 1 1 F CONNECT TO NEWERE va CORRECT m NEW VA rW . ^ CWvuxG, V. ifl fi All err a Ir p N7 couvuxc, wNERE ,♦'--,., _ NECESSARY _ __ U� NECESSARY d- _•. •2-__ NEW 1- /X C IN/out _ NEW 1-1/i C w/am l I an' LOUT CIRCLE 3' TER „ 3' CLR OF BASE 3 TIES O 12• a MAX ANCHOR BOLT LAYOUT ANCHOR 871T LAYOUT 174 1, is _ � / PER MANFJDTUREF SPECS L PER MANUFACTURER SPECS ,k .H. TIES ATxT� HW)-/] ASTO A 30J, A w/ TOP ASm A 3W. I' w/ TDP __ 2i Dw 9. - MORE GALVANIZED 2A Du B' OR MORE CFLVANIZED REIx05 ART BARN: 5/e' Dw x B-D COPPER CIAO 5/8'WITH OLA X B'-0' COPPER CLAD (a) /s DEALT) ORANSURFACE fA AND 6 ROD A• EV BELOW DRIVEN GROUND ROD A• MAY BELOW (SPACE MxLY) $LRFACE AND EASE, wN AWAY FROM SURFACE AED E, MIN AWAY FROM CONCRETEROWITH "' CCNOUCIOR 10 GROUND) DOSE WmiCONNECT ROVED TOR IT 1' fi" OVERLAP EWq TO GROUND ROBCLAMP miN "'PROVED 10 GROUND ROD mM APPROVED EAU... FOY[CO���I7$ GROUND ROD CVaP. REWORKING ROD AN 01— y C, q" A' REwFORCwG asR: O''e.. /�r� REw1ORnxG a n: (7) h VERTICAL (>) p VERTICAL rlEs a IOU' BE (RouTE SPLICES) 34656 /� 13 TIES a IF a MAx LIGHT STANDARD w PAVER FFID HORIZONTAL WIN (4)-11 HORIZONTAL WITH (4)-13 RES AT TOP. 2' OU LIGHT STANDARD w PwNrwc AREA TIES AT rov. T oc rounDAtax stcrax —� 13 dda i� LIGHT STANDARD AND TIVOLI SUPPORT POST FOOTING (48" DEPTH) O.ntP.n De.eIPP,.,e t u,ly yI TO od ro— ScI Suite 230 Fmt Coll, 00 In xmL" we. sn Iw bNMVIy.ma`RN ww,ussam.Nm.m„ V) IAL J J Q Z 3 0 O Z RE 3 < � O W N p O Z W O Ln H u Z H CI: J 0 J O U 0 O Oct.: 2-I8-u Drown By JB/JS Checked By: CR/PM Addendum 2 Paae 13 113 Sheel 7212 West Myrtle Alley - Downtown Alley Enhancements L S 512 DOWNTOWN ALLEY ENHANCEMENTS e. List of any pending litigation against the company at this time and associated details f. List of any defaulted contracts or debarments specifically with government agencies g. Limits of public liability and insurance provider h. Limits of bonding and provider i. List of major equipment available for this contract 2. The general contractor or specialty subcontractor must demonstrate that they are ICPA certified paver installers. They must also have been in the same business, un- der the same name for the last 5 years. 3. The general contractor must provide a current project back -log list and staff avail- ability 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 owner concerns. a. Business access and coordination including issues such as trash collection and deliveries b. Utility installation and relocation c. Schedule and cost control 5. The general contractor must provide detailed resumes for key personnel assigned to this project including the Project Manager, Site Superintendent and Foreman. a. The general contractor must provide a list of subcontractors performing more than 10% of the total project value. b. Subcontractors must be fixed at the time of bidding as they contribute greatly to the success of the project. The general contractor may not change subcontractors after the Bid Opening, Award or anytime during the project. 6. Provide references to at least five other projects of similar scope completed within the past 8 years. a. The projects must involve construction in urban, downtown settings with business, private property and public access coordination. b. The projects must involve detailed utility relocation coordination in public right of way. c. The projects combined must include a minimum total of 60,000 square feet of interlocicing paver installation. d. The contractor must include the project scope of work, total paver area in- stallation, utility installation, current reference contact information, project photographs, awarded contract value, final contract value, number of change orders claimed, awarded contract time and final contract time. SUMMARY OF WORK 01010 - 2 DOWNTOWN ALLEY ENHANCEMENTS Bidder hereby authorizes and request any person, firm or corporation to furnish any in- formation requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. According to Section 001001nstructions 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 be- cause the Bid is not responsive or the Bidder is unqualified or of doubtful financial abil- ity or fails to meet any other pertinent standard or criteria established by the OWNER. 1.4 WORK COVERED BY CONTRACT DOCUMENTS A. Project Identification: Downtown Alleys Enhancement Project Project Location: Fort Collins, Colorado — refer to drawings for precise location. B. Owner: City of Fort Collins Project Manager (DDA): Anne Aspen, Downtown Development Authority. 2. Project Manager (City of Fort Collins): Matt Day, City of Fort Collins. C. Landscape Architect/Prime Design Consultant: Russell + Mills Studios, 141. S. College Ave., Suite 104 Fort Collins, CO 80524 Design Engineer: Feissner Consulting, 1637 Enfield St. Ft. Collins, CO 80526 Grading and Drainage Design D. Engineer: Keith Meyer, Ditesco, 315 Oakridge Drive, Suite 120 Fort Collins, Colorado 80525 E. Owner's Representative: Keith Meyer, Ditesco, 315 Oakridge Drive, Suite 120 Fort Collins, Colorado 80525 F. The Work consists of the following: The Work includes, but is not limited to the following: demolition, leveling of sand, and set unit pavers, concrete site work, lighting, site furnishings, ornamental metal work, planting, irrigation, facilitation of private utility relocation, and concrete restoration. Work includes portions of construction within City Street Rights Of Way. Project area is . approximately 21,000 square feet in one contiguous area and construction zone. G. Completion Definitions Substantial Completion ,entire project): The entire project substantial completion is defined as total beneficial use of the alleyway. The following project SUMMARY OF WORK 01010 - 3 DOWNTOWN ALLEY ENHANCEMENTS components shall be complete with the alley open to vehicular travel; concrete paving, irrigation and electrical trenching installation, paver installation, concrete flatwork, benches, site amenities and private property restoration. 2. Final Completion (entire project): Final completion of the entire project is defined as a fully complete project including all punch list items ready for Owner's use. This includes all lighting, control panel, irrigation, landscaping and other remaining items not part of substantial completion. 3. Substantial Completion (north part): This intermediate project milestone is defined as completion of all site concrete, asphalt patching, paver installation — open and ready for vehicular use. The north project part is defined as the area identified on Sheet No G004 from the north side alley to Myrtle and from the main alley to Mason. This work must be completed between June 1, 2011 and August 1, 2011. 1.5 USE OF PREMISES A. General: Contractor shall have limited use of premises for construction operations as indicated on Drawings. B. Use of Site: Limit use of premises to areas depicted on drawings. Do not disturb portions of Project site beyond areas in which the Work is indicated. 1. Limits: Confine constructions operations to areas within designated limits of work. No existing building interior space is to be considered within the limits of work. 2. Contractor is to provide temporary toilet accommodations for construction personnel. 3. Property Owner/Tenant Occupancy: Allow for Property Owner/Tenant occupancy adjacent to Project site and allow for use by the public to extent possible. Property Owner/Tenant concerns are identified in 1.7 Miscellaneous Provisions. Coordinate a responsive plan for Property Owner/Tenant access to adjacent properties and business deliveries with approval by Owner's Representative. 4. Driveways and Entrances: Keep private driveways, loading areas, and entrances serving premises clear and available to Property Owner/Tenant/Employees, and emergency vehicles to extent possible and under terms agreed to with Property Owners/Tenants. Do not use these areas for parking or storage of materials. a. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on -site. b. Some Construction will take place in front of business entries. Maintain a five foot wide, all weather walkway whenever possible to every entry, or schedule work at off hours as agreed between Property Owner/Tenant, and Owner's Representative. SUMMARY OF WORK O 1010 - 4 DOWNTOWN ALLEY ENHANCEMENTS C. Contractor shall be responsible for coordinating with Property Owners/Tenants when building activities will be interrupted by construction operations. 1.6 OWNER'S OCCUPANCY A. Adjacent Businesses Occupancy: Businesses adjacent to ROW will require access to and occupy adjacent buildings during entire construction period to extent possible. Cooperate with Property Owners/Tenants during construction operations to minimize conflicts and facilitate usage. Perform the Work so as not to interfere with day-to-day operations of adjacent businesses to extent possible. Maintain existing exits to extent possible, unless otherwise indicated. 1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Property Owners/Tenants and authorities having jurisdiction. 2. Provide not less than 72 hours' written notice to Property Owners/Tenants of activities that will affect business operations. Owner's Representative must approve method of written notice prior to notification of Property Owners/Tenants. 1.7 WORK RESTRICTIONS A. On -Site Work Hours: Work shall be generally performed during normal business working hours of 8:00 a.m. to 6:00 p.m., Monday through Friday, except otherwise indicated. Delivery window to businesses will be 6:00 a.m to 12:00 p.m. Contractor shall expect alternating work hours to accommodate business operations and activities. Weekend Hours: Work not allowed unless prior approval provided by Owner — min 48 hr. notice. B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Property Owners/Tenants or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Owner's Representative not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Owner's Representative's writ- ten permission. 1.8 MISCELLANEOUS PROVISIONS A. Property Owners/Tenants adjacent to ROW will require provisions for trash, recycling and grease trap needs. Cooperate with Property Owners/Tenants during constriction op - SUMMARY OF WORK 01010 - 5 DOWNTOWN ALLEY ENHANCEMENTS erations to meet their requirements to the extent possible and facilitate usage. The follow- ing information is intended to provide the Contractor with specific information on re- quirements for accommodating businesses and residents adjacent to the work area during construction while keeping the Contractor's options for the specific solution to these needs open. The alley project is located on one block that contains a mix of restaurant, re- tail, office and residential uses in the downtown area. Parking, deliveries, trash & recy- cling, utilities and access are services/amenities that must be maintained to the best pos- sible degree during construction. The DDA will provide for temporary offsite replace- ment of all displaced parking. All other accommodations are the responsibility of the Contractor in coordination with the affected parties. Accommodations must be made ac- cording to the following criteria: Provide onsite trash containers for centralized collection service. The Contractor shall provide one roll -off (25-30 cy) for trash collection and an onsite trash bin (12-15 cy) for single stream recyclables. Trash containers shall either be placed in a central location that is convenient to all alley occupants or shall be placed elsewhere on the block with daily pick up service by the Contractor to transport the trash and recyclables from the business or residence to the container. The size of the containers shall be adequate to hold at least one day's total construc- tion and business/residential waste with daily disposal to the landfill. The Con- tractor is advised that waste includes high volume, perishable restaurant waste which cannot be left onsite for extended periods because of nuisance odors. Res- taurant grease waste must also be accommodated and disposed of by Contractor in a similar fashion, centralized and removed regularly. Currently, Gallegos Sanitation provides service in this area for the majority of businesses and tenants. 2. Given the mix of retail, restaurant and residential uses on the site, care must be taken to limit utility outages. As part of the Contractor's utility relocation and installation coordination effort, he/she shall provide a minimum of 48 hours no- tice to affected tenants and business owners for any scheduled utility outages. This is anticipated to include gas, phone, internet and power. Outages must be coordinated with tenants and business owners to accommodate their business op- erations and minimize impact to same. Where practical outages must be made during non -business hours and non -peak residential use hours. The Contractor shall provide for both verbal and written notifications such as individual meet- ings with business owners and tenants as well as written flyers or door hangars notifying each property. In no case shall utility service be disconnected without notification of business owners and tenants. 3. The Contractor shall provide unrestricted pedestrian access to residents whose only residential access is off the alley and to businesses whose sole access is off the alley. This affects four residential units and three businesses including one with 24 hr/7 day a week operations. 4. The Contractor shall provide access to residential units for move -out and move - in operations late July through August when students leases cycle. Revision of SUMMARY OF WORK 01010 - 6 DOWNTOWN ALLEY ENHANCEMENTS access can be through alley if available or through private property in coordina- tion with property owners. 5. The Contractor shall provide protection to all electric transformers on or imme- diately adjacent to the jobsite that are decorated, painted or contain artwork. The protection shall include a self -standing, perimeter enclosure constructed from plywood and 2x4 bracing located no closer than 2-feet to each side of the trans- former cabinets. The enclosure shall be at least the height of the transformer cabinet. The Contractor shall coordinate the installation of each transformer en- closure with the Engineer or Owner's Representative. The Contractor shall also refrain from placing any tools or equipment on each decorated transformer cabi- net. B. Under Section 01330 the Contractor shall submit to the Owner's Representative a written access, trash collection and utility coordination plan prior to execution of the work. The following charts are provided to illustrate the various business owner constraints and de- livery schedules as well as list issues specific to each property with contact information. The lists are not meant to be all-inclusive but to illustrate the business owner and tenant coordination required by this contract. C. Contractor to acquire ROW Excavation Permit from City of Fort Collins and include $7,000 in base bid to cover this cost. Refer to section 00300 Bid Form. SUMMARY OF WORK 01010 - 7 West Myrtle Alley Business/Resid Business/ Contact Delivery Trash/Recycling Alternative ent Address Resident Name Phone Email Concerns Access Concerns Concerns Utility Concerns Plan/Deliveries Art on transformers needs to be covered in accordance with utility requirements to protect art from damage. No tools City of Fort Art in Public should be set on Collins Places Ellen Martin 416-2789 emartin@fcgov.com n/a n/a Itransformer. n/a Parking lot will be one way with access only from Myrtle, not from electricity and comcast 600 S. Mason Head Turners Larry Baker 493-7073 n/a n/a alley n/a used for transactions n/a Moving trucks typical multi- will need to stage residential plus on Myrtle with Wendy Van random access to the apts Cleave, All mostly student housing. furniture via the sidewalk Multiple Property 224-4446 Leases tend to turn over dumping at between the 113 W. Myrtle residences Services x136 n/a May through August. move -out typical residential buildings Moving trucks will need to stage 6 southern units typically typical multi- on Myrtle with bev@rentfortcollins.co access from alley. They residential plus access to the apts 416-7368 m, will access from Myrtle extra furniture via the sidewalk Multiple or 482- maintenance@rentfortc on walkway that runs on dumping at east of the 109 W. Myrtle residences Bev Perrina 9293 ollins.com n/a least side of building move -out Itypical residential Ibuilding no concerns. They have Multiple direct vehicular access 605 S. College businesses Alex Schuman 219-1493 alex@hmre.net n/a from Myrtle Itypical office typical office n/a I N O O 0 driveway off alley is only DOA intends to vehicular access. lease her a Doesn't currently have parking space at car but intends to have typical 605 S. College if 609 S. College residence Ann Reitzer 482-3133 n/a n/a one during construction residential typical residential needed/possible yes, restaurant Contractor/Proje deliveries has one access point typical high ct Team may several from College, other volume need to assist clyde@caninositalianres times per access to alley will be restaurant trash with regular 613 S. College irestaurant Clyde Canino 493-7205 Itaurant.com week closed and recycling typical restaurant deliveries On air 24-7. FCC regulations require the station to notify FCC of any off -air period greater than 30 seconds. Before 6am utility work best. Need careful advance coordination if electric outages. Transmission Need to dependent on line of sight coordinate from rooftop microwave carefully during dish. May need to remove demolition or dust from dish If negative other loud phases transmission impacts. of construction Online streaming is Qwest so they can no concerns. They have but they do not have to migrate to more KRFC radio Dennis direct vehicular access meet FCC regs with interior studio as 619 S. College station Bigelow 221-5075 gm@krfcfm.org n/a from College typical office streaming. needed. no concerns. He has access from College. typical 621 S. College Paul Gurski 224-3873 n/a n/a Does not own a car. residential typical residential n/a typical retail: phone and debbiesalleycuts@gmail will retrain her clients to transactions through 633.5 S. College Alley Cuts Debbie Kuhn 224-9400 .com n/a come In via College typical retail Qwest n/a Chipotle 649 S. College Restaurant Matt Donis 407-1446 n/a n/a n/a n/a Itypical restaurant n/a College Cafe 647 S. College Restaurant n/a n/a n/a typical restaurant n/a 0 `0 C z H 0 f^ f^ m �C m z x z C7 Cr] m z H CA r O O O 19 Usually deliveries come via the alley. Will Coldstone need to Creamery Joe and An coldstone400@gmail.co stage need electricity to keep ice 112 W. Laurel restaurant Luethmers 484-3415 m elsewhere n/a n/a cream cold n/a either provide access to alcove for mail delivery or provide only access is via alley. alternative mail Don Contractor must provide typical receptacle on 116 W. Laurel Iresidence Kloberdanz 224-2454 n/a infrequent 24/7 access to residence residential I typical residential Laurel mail alternative may be needed. Don has another front door on Coordinate carefully Laurel that he Laurel Street Don when constructing at can use with 116 W. Laurel lEmporium Kloberdanz 224-2454 n/a infrequent front entry typical retail Itypical retail sufficient notice biohazard trash in existing dumpster that has hauler access from need water and electricity UPS once College. leave in during business hours, usu Jason Van runicbodyart@yahoo.co every other place during 12pm-lOpm. Qwest for 118 W. Laurel IRunic Tattoo Tatenhove 231-8003 Im week can use College access construction transactions n/a deliveries Coordinate carefully may need to Ras -Ka Hannah usually off when constructing at typical small assist with 120 W. Laurel Restaurant Salassie alley front entry restaurant typical small restaurant deliveries only access is via alley. Multiple Clement (713)562- Contractor must provide typical 120 W. Laurel residences Garcia 6502 py_ment@hotmail.com no 24/7 access to residence residential typical residential n/a r MWF milk deliveries in only access is via alley. Contractor/Prole Alley Cat Coffee morning, Contractor must provide typical Provides wireless internet ct Team may Shop, Algiers Thursday 24/7 access to Alley Cat restaurant. for customers through need to assist Hookah Bar and markw@alleycatcoffee large Coffeehouse which is Fairly high Qwest. Otherwise typical with regular 120.5 Laurel Hideaway Bakery Mark Williams 988-6327 house.com deliveries open 24/7. volume restaurant deliveries Contractor/Proje typical ct Team may restaurant. need to assist Pickle Barrel bsmithll32@comcast. large front door opens to Fairly high with regular 122 W. Laurel Restaurant Brenda Smith 484-0235 net deliveries Laurel volume typical restaurant deliveries typical Pizza Casbah, restaurant. Toy's Thai Mary Lou front door opens to Fairly high 128 W. Laurel restaurants Ritzman Laurel volume Itypical restaurant no, direct trash accessible Griff Kull or ramsbookstore@comca access off front door opens to by hauler off 130 W. Laurel IRams Bookstore John Radtke 482-7917 Ist.net Mason Laurel Mason typical retail biohazard trash in existing dumpster that has hauler access from need water and electricity no, direct Mason. Leave in during business hours, usu Joker's Wild jokerswildtattoo@msn. access off front door opens to place during 1pm-9pm. Qwest for 634 S. Mason Tattoo Tom Rivard 490-2225 com Mason parking lot off Mason construction transactions after deliveries, infrequent large cardboard Contractor/Proje The Living Space but large Coordinate carefully recycling volume ct Team may Warehouse (214)629- and usually when constructing at but otherwise not really. Only open by need to assist 632 S. Mason IShowroom lRod Clough 11136 rclough@hvs.com I off alley front entry I light jappt. 1with deliveries City of Fort Collinsch Purasing ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Financial Services Purchasing Division 215 N. Mason St. 2n4 Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/Purchasing Description of BID 7212 West Myrtle Alley — Downtown Alley Enhancements OPENING DATE: 3:00 PM (Our Clock) March 24, 2011 To all prospective bidders under the specifications and contract documents described above, the following change is hereby made and detailed in this Addendum: The Prebid Conference is MANDATORY. • A MANDATORY prebid conference and job walk with representatives of prospective Bidders will be held at 1:00 p.m. on March 11, 2011, at 215 N. Mason in the Community Room, Fort Collins. Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 or jstephen@fcgov.com 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. will be converting store to bar/restaura nt. Will have once construction bar/restaurant traffic and opens, could be electricity during Potential change loading in will need careful large volume construction, typical may need to 630-632 S. to craft beer bar check with front on coordination of front restaurant/bar bar/restaurant once assist with access Mason and restaurant Anne at DDA 419-4383 aaspen@fcgov.com Mason access waste opened. and deliveries may need to rear residence has only assist if rear access from alley. tenant moves out residences - 2 Yung -Hai and Contractor to arrange typical at end of lease in 628 S. Mason units Ada Chen 266-1018 yunghchen@aol.com n/a 24/7 access for resident residential typical residential July. may need to rear residences (4( have assist if any rear only access from alley. tenants move out 616 and 622 S. residences-8 Contractor to arrange typical at end of lease in Mason junits i Rick Reider I irickreider@gniail.com n/a 24/7 access for resident Iresidential Itypical residential Ijuly. DOWNTOWN ALLEY ENHANCEMENTS SECTION 01025 - MEASUREMENT AND PAYMENT PART 1: GENERAL A.. DESCRIPTION General: All measurements and payments will be based on work completed in strict accordance with the plans and specifications for the project. The method of measurement and basis of payment described are for the work itemized in the Bid Form and in the sections of the specifications. Items may include work within a single section or in more than one section. Payment: Payment for work completed under the base bid under this contract shall be paid for on a lump sum fixed price basis. Payment for all additional work completed as change orders shall be paid for based on the unit bid prices, as quoted in the Supplemental Bid Schedule or negotiated. These prices shall constitute full compensation for labor, materials, equipment, rentals, overhead, profit and incidentals to complete all work for each pay item and for all risk, loss, damage, or expense of whatever nature arising from the nature of the work or prosecution thereof. Work or materials that are essential to the work will not be measured and paid for separately, but shall be included in the total lump sum cost. SCHEDULE OF PAYNIENT FOR ADDITIONS OR DELETIONS TO CONTRACT BID ITEM NO. 02070-1 — REMOVE EXISTING CONCRETE AND ASPHALT PAVEMENT A. Measurement: Removal of concrete and asphalt pavement shall be measured to the nearest square foot of concrete and asphalt removed. B. Payment: The square foot price shall include all of the Contractor's costs including labor, materials, sawcutting and equipment necessary to remove the specified concrete and asphalt pavement in accordance with the plans and at the direction of the Owners Representative. BID ITEM NO. 02070-2 — RENIOVE CURB AND GUTTER A. Measurement: Measurement will be made of the actual number of linear feet of curb and gutter removed and at the locations shown on the Drawings or as directed by the Owner's Representative, and in accordance with the Specifications. B. Payment: Payment shall include: all of the Contractor's costs including labor, materials, and equipment necessary to remove the specified curb and gutter in accordance with the plans and at the direction of the Owners Representative. BID ITEM NO. 03300-1 — PEDESTRIAN LIGHT FOOTING A. Measurement: Measurement will be made of the actual number of footings placed and accepted at the locations shown on the Drawings or as directed by the Owner's Representatives, and in accordance with the Specifications. B. Payment: Payment for footings will be made at the contract unit price bid and shall include all equipment, furnishing and installation of concrete, reinforcing, formwork, fibrous reinforcing, joints, curing, finishing, and other items required to complete the work. MEASUREMENT AND PAYMENT 01025 - l DOWNTOWN ALLEY ENHANCEMENTS BID ITENI NO. 16520-1 — PEDESTRIAN LIGHT A. Measurement: Measurement will be made of the actual number of lights and attachments placed and accepted at the locations shown on the Drawings or as directed by the Owner's Representatives, and in accordance with the Specifications. B. Payment: Payment for lights and attachments will be made at the contract unit price bid and shall include all labor, equipment, and other items required to complete the work. BID ITEM NO. 03300-1 - 12" CONCRETE HEADER BID ITEM NO. 03300-2 — 18" CONCRETE CURB BID ITENI NO. 03300-3 — CONCRETE BENCH A&B BID ITEM NO. 03300-4— CONCRETE PAVEMENT —5" THICK (UNDER PAVERS) BID ITEM NO. 03300-5 — CONCRETE SIDEWALK — 6" THICK BID ITEM NO. 03300-6 — CONCRETE PAVEMENT — ADDITIONAL I" THICKNESS A. Measurement: Measurement will be made of the actual number of linear feet of concrete header placed and accepted at the locations shown on the Drawings or as directed by the Owner's Representative, and in accordance with the Specifications. B. Payment: Payment will be made at the unit price bid and shall include: furnishing and installation of materials; formwork; fibrous reinforcing; steel reinforcing bars; dowels; finishing; joints; protective coatings; curing; sweeping; washing; cleanup and other items necessary to complete the work as shown on the Drawings and in accordance with the Specifications. BID ITEM NO. 02780-1 — INTERLOCKING CONCRETE PAVERS A. Measurement: Measurement will be made of the actual number of square feet of unit pavers placed and accepted at the locations shown on the Drawings or as directed by the Owner's Representative, and in accordance with the Specifications. B. Payment: Payment will be made at the unit price bid and shall include: fumishing and installation of materials, including sand setting bed; sweeping; compaction; washing; cleanup and other items necessary to complete the work as shown on the Drawings and in accordance with the Specifications. BID ITENI NO.02510-1 -ASPHALT PATCH A. Measurement: Measurement will be made of the actual number of asphalt tons placed at locations shown on the Drawings or as directed by the Owner's Representative, and in accordance with the Specifications. 1 B. Payment: Payment for asphalt will include all equipment, and other items required to complete the work including sub -grade preparation, material placement, compaction and finishing; complete in place. BID ITENI NO. 02870-1 — PLANTER POTS — 3' DIA. BID ITENI NO. 02870-2 — TRASH RECEPTACLE BID ITENI NO. 02870-3 — ASH URN A. Measurement: Measurement for the site furnishings will be the actual number of site furnishings installed where directed in accordance with the Specifications. B. Payment: Payment will be made at the unit price bid and shall include all labor, materials, and equipment required for purchasing and installing the site furniture. MEASUREMENT AND PAYMENT 01025 - 2 DOWNTOWN ALLEY ENHANCEMENTS END OF SECTION 01025 MEASUREMENT AND PAYMENT 01025 - 3 DOWNTOWN ALLEY ENHANCEMENTS SECTION 01040 - COORDINATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS: The General Contract Conditions, Drawings and other Division-1 Specification sections apply to Work of this section. 1.2 SUMMARY: A. Section Includes: Requirements for coordination, supervision and administration for the Work, including but not necessarily limited to: 1. Coordination 2. Administrative and supervisory personnel 3. General installation provisions 4. Cleaning and protection 5. Utilities and site work B. Related Work: 1. Construction Surveying: Section 01050 2. Administration, Procedures, Codes: Section 01 105 3. Project Management and Coordination: Section 01310 1.3 GENERAL COORDINATION: A. General: The Contractor shall ensure that each entity involved in the performance of the Work shall cooperate in the overall coordination of the Work; promptly, when requested by the Contractor, furnish information concerning the entity's portion of the Work; and respond promptly and reasonably to the decisions and requests of persons designated with coordination, supervisory, administrative, or similar authority. The 'Contractor shall, where necessary, prepare memoranda for distribution to each party involved outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings. Prepare similar memoranda for the Owner and separate Contractors where coordination of their work is required. B. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction work. Such administrative activities include, but are not limited to, the following: 1. Preparation of schedules 2. Installation and removal of temporary facilities 3. Delivery and processing of submittals 4. Progress meetings 5. Project close-out activities C. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water and materials. Salvage materials and equipment involved in performance of, but not actually incorporated in, the Work. COORDI� CATION 01040-1 DOWNTOWN ALLEY ENHANCEMENTS D. Site Utilization: In addition to the site utilization limitations and requirements shown on the Drawings and indicated by the Contract Documents, administer the allocation of available space equitably among entities needing access and space, so as to produce the best overall efficiency in the performance of the Work. Schedule deliveries so as to minimize the space and time requirements for storage of materials and equipment on the site; but do not unduly risk delays in the Work. E. Coordination Meetings: Include in scheduled meetings, coordination of various entities and activities. Where necessary, schedule additional coordination meetings for this purpose on an as -needed basis. F. Layout: It is recognized that the Contract Documents are diagrammatic in showing certain physical relationships of the various elements and systems and their interfacing with other elements and systems. Establishment and coordination of these relationships is the exclusive responsibility of the Contractor. Do not scale the Drawings. Lay out and arrange all elements to contribute to safety, efficiency and to carry the harmony of design throughout the Work. In case of conflict or un- dimensioned locations, verify required positioning with the Owner's Representative. The Contractor shall provide surveying for the layout of all improvements including both horizontal and vertical control, in accordance with the requirements of Section 01050. G. Substrate Examination: The Contractor shall ensure that the subcontractor of each element of the Work examines the conditions of the substrate to receive the work, dimensions and spaces adjacent, tolerances, interfacing with other elements and services, and the conditions under which the Work will be performed. The Contractor shall require each subcontractor to notify the Contractor in writing of conditions detrimental to the proper or timely completion of the Work, and ensure that they do not proceed with the Work until unsatisfactory conditions have been corrected in a manner acceptable to the subcontractor. 1.4 COMPLETE SYSTEMS: It is the intent of the Contract Documents that the system be complete and functional to provide the intended or specified performance. The Contractor shall provide all incidental items and parts necessary to achieve this requirement. 1.5 COMPATIBILITY: Provide products and equipment which are compatible with other work requiring mechanical interface including connections, control devices, water, drain and other piping connections. Verify requirements and other interface requirements before ordering equipment and resolve conflicts that may arise. PART 2 - PRODUCTS (Not applicable) PART 3 — EXECUTION 3.1 GENERAL INSTALLATION PROCEDURES: A. Require the subcontractor of each major component to inspect both the substrate and conditions under which work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner. B. Inspect materials or equipment immediately upon delivery and again prior to installation. Reject damaged and defective items. Re -check measurements and dimensions before starting each installation. C. Manufacturer's Instructions: Comply with manufacturer's installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents. COORDINATION 01040-2 DOWNTOWN ALLEY ENHANCEMENTS D. Installation: 1. Provide attachment and connection devices and methods necessary for securing work. Secure work true to line and level. Allow for expansion and building movement. 2. Install each component during weather conditions and the Work status that will ensure the best possible results. Isolate each part of the completed construction from incompatible materials as necessary to prevent deterioration. 3. Coordinate work with required inspections and tests, to minimize the necessity of uncovering completed construction for that purpose. E. Visual Effects: Provide uniform joint widths in exposed work. Arrange joints in exposed work to obtain the best visual effect. Refer questionable choices to the Owner's Representative for final decision. F. Mounting Heights: Where mounting heights are not indicated, install individual components at standard mounting heights recognized within the industry for the particular application indicated. Refer questionable mounting height decisions to the Owner's Representative for final decision. 3.2 CLEANING AND PROTECTION: A. During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration prior to achieving substantial completion. B. Clean and maintain completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. END OF SECTION 01040 COORDINATION 01040-3 DOWNTOWN ALLEY ENHANCEMENTS SECTION 01050 - CONSTRUCTION SURVEYING PART 1 - GENERAL RELATED DOCUMENTS: The General Contract Conditions, Drawings and other Division-1 Specification sections apply to work of this section. SUMMARY: Section includes: general requirements and procedures for construction surveying. Related Work: Layout of site improvements :Affected Division 2 Sections I. Aggregate base course— Section 02232 2. Interlocking Concrete Pavers — Section 02780 3. Site Furnishings — Section 02870 4. Cast in Place Concrete — Section 03300 EXISTING UTILITIES: The existence and location of underground utilities and construction indicated as existing are not guaranteed. Before starting any work disturbing, moving or penetrating the ground, the Contractor must have all existing utilities located, staked, and depth identified. Call 811 for utility locations, 48 hours in advance of work. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION CONSTRUCTION SURVEYING: The work shall consist of the surveying, calculating, and staking necessary for the construction of all elements of the project. Layout of site elements will be accomplished either by means of coordinates or traditional baseline method or a combination of both. Owner will provide base mapping and control to contractor to facilitate construction layout. Layout of construction baseline and control must be performed by a Colorado Licensed Professional Land Surveyor. END OF SECTION 01050 CONSTRUCTION SURVEYING 0I050 - 1 DOWNTOWN ALLEY ENHANCEMENTS SECTION 01105 - ADMINISTRATION, PROCEDURES, CODES PARTI- GENERAL 1.1 RELATED DOCUMENTS: The General Contract Conditions, Drawings and other Division-1 Specification sections apply to work of this section. 1.2 SUMMARY: This section includes general administrative requirements and procedures, and related applicable codes. 1.3 CODES: A. Obtain all permits and licenses necessary to execute the work 1.4 EXISTING UTILITIES: A. Locate and protect existing utilities. B. Although existing utilities may be shown on the drawings, their location is not guaranteed. 1.5 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Furnish construction schedule, per section 01320, "Construction Progress Documentation". B. IMPORTANT: Prior to beginning work on project site, the Contractor shall give minimum 48 hour notification to the Owner's Representative. C. Normal weather conditions are based on the 10-year historical weather information provided by the local branch of the U.S. Weather Service. Normal weather conditions shall be incorporated into the Contractor's schedule. No weather days are included in the contract. All weather which causes a delay in the Contractor's schedule will be considered an adjustment to the contract time. 1.6 DELIVERY, STOPRAGE AND HANDLING A. Properly carton, crate, cover, and protect materials, products and equipment for shipping, handling and storing. Use appropriate means for hoisting and loading which will prevent damage or overstress to items being handled or shipped. Store them under roof in controlled environment whenever feasible; otherwise store off the ground under suitable coverings properly secured against wind and weather. Protect all items from rain, snow, moisture, wind, cold, heat, frost, sun, staining, discoloration, deterioration and physical damage from any cause. Refer to individual sections for specific requirements. PART 2 — PRODUCTS (Not Applicable) PART 3 — EXECUTION (Not applicable) END OF SECTION 01 105 ADMINISTRATION, PROCEDURES, CODES 01105 - 1 DOWNTOWN ALLEY ENHANCEMENTS SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION PARTI- GENERAL LI RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division l 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). B. Each 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 l Section 01320: Construction Progress Documentation for preparing and submitting Contractor's Construction Schedule. 2. Division 1 Section O1700: Execution Requirements for procedures for coordinating general installation and field -engineering services, including establishment of benchmarks and control points. 3. Division l Section 01770: Closeout Procedures for coordinating closeout of the Contract. 1.3 DEFINITIONS A. RFC 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. I. 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. 2. Coordinate installation of different components with other contractors to ensure maximum accessibility for required maintenance, service, and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. PROJECT MANAGEMENT AND COORDINATION 01310 - 1 City of Fort Collinsch Purasing SPECIFICATIONS .IN Financial Services Purchasing Division 215 N. Mason St. 2n" Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 tcgov.coWpurchasing CONTRACT DOCUMENTS FOR West Myrtle Alley Downtown Alley Enhancements BID NO. 7212 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS March 24, 2011 — 3:00 P.M. (OUR CLOCK) DOWNTOWN ALLEY ENHANCEMENTS 4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical. 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. Preinstallation conferences. 7. Startup and adjustment of systems. 8. 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. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. 1.5 SUBMITTALS A. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities. Content: Project -specific information, drawn accurately to scale. Do not base Coordination Drawings on reproductions of the Contract Documents or standard printed data. Include the following information, as applicable: a. Indicate functional and spatial relationships of components of Owner's Representativeural, structural, civil, mechanical, and electrical systems. b. Indicate required installation sequences. C. Indicate dimensions shown on the Contract Drawings and make specific note of dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Owner's Representative for resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract. Sheet Size: At least 8-1/2 by l l inches but no larger than 24 x 36 inches . Number of Copies: Submit 4 opaque copies of each submittal. Owner's Representative, through Construction Manager, will return one copy. a. Submit 4 copies where Coordination Drawings are required for operation and maintenance manuals. Owner's Representative and Construction Manager will retain 3 copies, PROJECT MANAGEMENT AND COORDINATION 01310 - 2 DOWNTOWN ALLEY ENHANCEMENTS remainder will be returned. Mark up and retain one returned copy as a Project Record Drawing. 4. Refer to individual Sections for Coordination Drawing requirements for Work in those Sections. B. Key Personnel Names: Within 5 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 ADMINISTRATIVE AND SUPERVISORY PERSONNEL A. General: In addition to Project superintendent, provide other administrative and supervisory personnel as required for proper performance of the Work. 1.7 PROJECT MEETINGS A. General: Attend meetings and conferences at Project site, unless otherwise indicated. B. Preconstruction Conference: The pre -construction conference will be held at a time to be determined by the Owner, after the awarding of the Contract and. prior to the issuance of the Notice to Proceed. The Contractor will have a complete construction schedule ready for review at the time of the pre -construction conference. Attendees: The meeting will involve authorized representatives of the Owner, the Landscape Architect, the Contractor, the Contractor's site representative, subcontractors performing over 20% of the contract, and representatives of utilities and other properties that will be directly affected by the Work. C. Preinstallation Conferences: Attend a preinstallation conference at Project site before each construction activity that requires coordination with other construction. I. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Owner's Representative and Construction Manager of scheduled meeting dates. 2. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date. D. Progress Meetings: Attend progress meetings at weekly intervals. Coordinate dates of meetings with preparation of payment requests. Attendees: In addition to representatives of Owner, Construction Manager, and Owner's Representative, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. PROJECT MANAGEMENT AND COORDINATION 01310 - 3 1.8 A. 1.9 DOWNTOWN ALLEY ENHANCEMENTS 2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction Schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. l) Review schedule for next period. b. Review present and future needs of each entity present, including the following: I) Sequence of operations. 2) Status of submittals. 3) Deliveries. 4) Off -site fabrication. 5) Access. 6) Site utilization. 7) Temporary facilities and controls. 8) Work hours. 9) Hazards and risks. 10) Quality and work standards. 11) Status of correction of deficient items. 12) Field observations. 13) RFIs. 14) Status of proposal requests. 15) Pending changes. 16) Status of Change Orders. REQUESTS FOR INTERPRETATION (RFIs) 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. Content of the RFC Include a detailed, legible description of item needing interpretation and the following: 1. Project name. 2. Date. 3. Name of Contractor. 4. Name of Owner's Representative and Construction Manager. 5. RFI number, numbered sequentially. 6. Specification Section number and title and related paragraphs, as appropriate. 7. Drawing number and detail references, as appropriate. S. Field dimensions and conditions, as appropriate. PROJECT MANAGEMENT AND COORDINATION 01310 - 4 DOWNTOWN ALLEY ENHANCEMENTS 9. 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. 10. Contractor's signature. 11. 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. Hard -Copy RFIs: CSI Form 13.2A. Identify each page of attachments with the RFI number and sequential page number. D. Software -Generated RFIs: Software -generated form with substantially the same content as indicated above. Attachments shall be electronic files in Adobe Acrobat PDF format E. Owner's Representative's and Construction Manager's Action: Owner's Representative and Construction Manager will review each RFI, determine action required, and return it. Allow seven working days for Owner's Representative's 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's actions on submittals. f. Incomplete RFIs or RFIs with numerous errors. 2. Owner's Representative's action may include a request for additional information, in which case Owner's Representative's time for response will start again. 3. Owner's Representative's 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 General Conditions terms. a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Owner's Representative and Construction Manager in writing within 5 days of receipt of the RFI response. F. On receipt of Owner's Representative's and Construction Manager's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Owner's Representative and Construction Manager within 5 days if Contractor disagrees with response. G. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Software log with not less than the following: 1. Project name. 2. Name and address of Contractor. 3. Name and address of Owner's Representative and Construction Manager. 4. RFI number including RFIs that were dropped and not submitted. 5. RFI description. 6. Date the RFl was submitted. PROJECT MANAGEMENT AND COORDINATION 01310 - 5 DOWNTOWN ALLEY ENHANCEMENTS 7. Date Owner's Representative's and Construction Managers response was received. 8. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate. 9. 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 - 6 DOWNTOWN ALLEY ENHANCEMENTS SECTION 01320 - CONSTRUCTION PROGRESS DOCUMENTATION PARTI-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 documenting the progress of construction during performance of the Work, including the following: I. Contractor's Construction Schedule. 2. Submittals Schedule. B. Related Sections include the following: I. Division l Section 01310 Project Management and Coordination" for submitting and distributing meeting and conference minutes. 2. Division 1 Section 01330 Submittal Procedures for submitting schedules and reports. 1.3 SUBMITTALS A. Submittals Schedule: Submit 3 copies of schedule. Arrange the following information in a tabular format: I. Scheduled date for first submittal. 2. Specification Section number and title. 3. Submittal category (action or informational). 4. Name of subcontractor. 5. Description of the Work covered. 6. Scheduled date for Owner's Representative's final release or approval. B. Contractor's Construction Schedule: Submit four opaque copies of initial schedule, large enough to show entire schedule for entire construction period. 1.4 COORDINATION A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors. B. Coordinate Contractor's Construction Schedule with the Schedule of Values, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports. Secure time commitments for performing critical elements of the Work from parties involved. CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 1 DOWNTOWN ALLEY ENHANCEMENTS 2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence. PART2-PRODUCTS 2.1 SUBMITTALS SCHEDULE A. Preparation: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, resubmittal, ordering, manufacturing, fabrication, and delivery when establishing dates. 1. Coordinate a standard submittal log. 2. Initial Submittal: Submit concurrently with bar -chart schedule. Include submittals required during the first 60 days of construction. List those required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication. a. At Contractor's option, show submittals on the Preliminary Construction Schedule, instead of tabulating them separately. 3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's Construction Schedule. 2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL A. Procedures: Comply with procedures contained in AGC's "Construction Planning & Scheduling." B. Time Frame: Extend schedule from date established for the Notice of Award to date of Substantial and Final Completion. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order. C. Activities: Treat each separate area as a separate numbered activity for each principal element of the Work. Comply with the following: I. Activity Duration: Define activities so no activity is longer than 5 days, unless specifically allowed by Owner's Representative. 2. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery. a. Site Furnishings and pedestrian lights. b. Shop Drawings for metal fabrication. 3. Submittal Review Time: Include review and resubmittal times indicated in Division I Section "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with Submittals Schedule. 4. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Owner's Representative's administrative procedures necessary for certification of Substantial Completion. CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 2 DOWNTOWN ALLEY ENHANCEMENTS D. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected. 1. Phasing: Arrange list of activities on schedule by phase. 2. Products Ordered in Advance: Include a separate activity for each product. Include delivery date. Delivery dates indicated stipulate the earliest possible delivery date. 3. Work Restrictions: Show the effect of the following items on the schedule: a. Coordination with existing construction. b. Limitations of continued occupancies. C. Uninterruptible services. d. Use of premises restrictions. 4. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following: a. Submittals. b. Mockups. C. Fabrication. d. Installation. e. Curing. 5. Area Separations: Identify each major area of construction for each major portion of the Work. Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities to provide for the following: a. Substantial Completion. E. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and Final Completion., and the following interim milestones: Completion of Utility and Paving Work F. Schedules: Prepare schedules using a program that has been developed specifically to manage construction schedules — Microsoft Project 2007 at a minimum. 2.3 CONTRACTOR'S CONSTRUCTION SCHEDULE (GANTT CHART) A. Gantt -Chart Schedule: Submit a comprehensive, fully developed, horizontal Gantt -chart -type, Contractor's Construction Schedule within 5 days of the Notice to Proceed. B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. For construction activities that require 3 months or longer to complete, indicate an estimated completion percentage in weekly increments within time bar. PART 3 - EXECUTION 3.l CONTRACTOR'S CONSTRUCTION SCHEDULE CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 3 DOWNTOWN ALLEY ENHANCEMENTS A. Contractor's Construction Schedule Updating: At bi-weekly intervals, update schedule to reflect actual construction progress and activities. Issue schedule at time of pay application. I. Revise schedule immediately after activity where revisions have been recognized or made. Issue updated schedule monthly. 2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations. 3. As the Work progresses, indicate Actual Completion percentage for each activity. 4. Provide 3 week `look ahead' schedule at each progress meeting. B. Distribution: Distribute copies of approved schedule to Owner's Representative, Construction Manager, Co -Project Managers, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need -to -know schedule responsibility. I. Post copies in Project meeting rooms and temporary field offices. 2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities. END OF SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 4 DOWNTOWN ALLEY ENHANCEMENTS SECTION 01330 - SUBMITTAL PROCEDURES PARTI- 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: I. Division I Section 01310 Project Management and Coordination for submitting Coordination Drawings. 2. Division I Section 01320 Construction Progress Documentation for submitting schedules and reports, including Contractor's Construction Schedule and the Submittals Schedule. 3. Division l Section 01770 Closeout Procedures for submitting warranties. 4. Division I Section 01781 Project Record Documents for submitting Record Drawings, Record Specifications, and Record Product Data. 5. Division I Section 01782 Operation and Maintenance Data for submitting operation and maintenance manuals. 6. 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 Landscape Architect's and Owner's Representative's responsive action. B. Informational Submittals: Written information that does not require Landscape Architect's and Owner's Representative's 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 will be provided by Landscape Architect for Contractor's use in preparing submittals. B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. I. 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. SUBMITTAL PROCEDURES 01330 - 1 Division Section Title BID INFORNIATION 00020 Notice Inviting Bids 00100 Instruction to Bidders 00300 Bid Form 00400 Supplements to Bid Forms 00410 Bid Bond 00420 Statements of Bidders Qualifications 00430 Schedule of Major Subcontractors CONTRACT DOCUMENTS 00500 Agreement Forms 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed 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 Waver Release(Contractor) 00660 Consent of Surety 00670 Application for Exemption Certificate BID INFORNIATION 00700 General Conditions Exhibit GC -A 00800 Supplementary Conditions 00900 Addenda, Modifications, and Payment 00950 Contract Change Order 00960 Application for Payment DIVISION 1 - GENERAL REQUIREMENTS O1010 Summary of Work 01025 Measurement and Payment 01040 Coordination Ot050 Construction Surveying 01105 Administration, Procedures, Codes 01310 Project Management and Coordination 01320 Construction Progress Documentation 01330 Submittal Procedures 01400 Quality Control 01500 Construction Facilities and Temporary Controls Ot600 Material and Equipment 01700 Execution Requirements 01770 Closeout Procedures 01781 Project Record Documents 01782 Operation And Maintenance DOWNTOWN ALLEY ENHANCEMENTS Pages 00020- l — 00020-2 00100-1 — 00100-9 00300-1 — 00300-3 00400-1 00410- l — 00410-2 00420-1—00420-3 00430-1 00500-1 OO510-0 00520-1—00520-6 00530-1 00600-1 00610-1—00610-2 00615-1 — 00615-2 00630-1 00635-I 00640-1 00650-1—00650-2 00660-1 00670-1—00670-2 00700-1 — 00700-34 GC -A 1 — GC-A2 00800-I—00800-2 00900-1 00950-1—00950-2 00960-1 — 00960-4 DOWNTOWN ALLEY ENHANCEMENTS a. Landscape Architect and Owner's Representative reserve 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 l Section "Construction Progress Documentation" 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 resubmittals, as follows. Time for review shall commence on Owner's Representative's 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 resubmittals. 1. Initial Review: Allow 5 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. Resubmittal Review: Allow 5 days for review of each resubmittal. 4. Concurrent Consultant Review: Where the Contract Documents indicate that submittals may be transmitted simultaneously to Landscape Architect and to Landscape Architect's consultants, allow 10 days for review of each submittal. Submittal will be returned to Owner's Representative, through Landscape Architect, before being returned to Contractor. 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 2 by 4 inches on label or beside title block to record Contractor's review and approval markings and action taken by Landscape Architect and Owner's Representative. 3. Include the following information on label for processing and recording action taken: a. Project name. b. Date. C. Name and address of Landscape Architect and Owner's Representative. d. Name and address of Contractor. e. Submittal number or other unique identifier, including revision identifier. I) Submittal number shall use Specification Section number followed by a decimal point and then a sequential number (e.g., 06100.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., 06100.0 LA). f. Number and title of appropriate Specification Section. g. Drawing number and detail references, as appropriate. h. Other necessary identification. F. Deviations: Highlight, encircle, or otherwise specifically identify deviations or substitutions from the Contract Documents on submittals. G. Additional Copies: Unless additional copies are required for final submittal, and unless Landscape Architect or Owner's Representative observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal. Submit one copy of submittal to concurrent reviewer in addition to specified number of copies to Landscape Architect and Owner's Representative. SUBMITTAL PROCEDURES 01330 - 2 DOWNTOWN ALLEY ENHANCEMENTS 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. Landscape Architect and Owner's Representative will return submittals, without review, received from sources other than Contractor. I. Transmittal Form: Use CS Form 12.1A. 2. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Landscape Architect and 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. I. Resubmittals: Make resubmittals 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" or "Approved as Noted." 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" or "Approved as Noted." taken by Landscape Architect and Owner's Representative. 1.5 CONTRACTOR'S USE OF LANDSCAPE ARCHITECT'S CAD FILES A. General: At Contractor's written request, copies of Landscape Architect's CAD files will be provided to Contractor for Contractor's use in connection with Project, subject to the following conditions: AutoCAD format files will be made available via an FTP website. PART 2-PRODUCTS 2.1 ACTION SUBMITTALS A. General: Prepare and submit Action Submittals required by individual Specification Sections. B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. I. 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. SUBMITTAL PROCEDURES 01330 - 3 DOWNTOWN ALLEY ENHANCEMENTS e. Manufacturer's catalog cuts. f. Wiring diagrams showing factory -installed wiring. g. Printed performance curves. h. Mill reports. i. Standard product operation and maintenance manuals. j. Compliance with specified referenced standards. k. Testing by recognized testing agency. 4. Submit Product Data before or concurrent with Samples. 5. Number of Copies: Submit 4 copies of Product Data, unless otherwise indicated. Landscape Architect, through Owner's Representative, will return 2 copies. Mark up and retain one returned copy as a Project Record Document. 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 Landscape Architect's CAD Drawings are otherwise permitted. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: a. Dimensions. b. Fabrication and installation drawings. C. Roughing -in and setting diagrams. d. Wiring diagrams showing field -installed wiring, including power, signal, and control wiring. e. Templates and patterns. F. Schedules. g. - Design calculations. h. Compliance with specified standards. i. Notation of coordination requirements. j. Notation of dimensions established by field measurement. k. Seal and signature of professional engineer if specified. I. Wiring Diagrams: Differentiate between manufacturer -installed and field -installed wiring. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by I l inches but no larger than 24 x 36 inches . Number of Copies: Submit 4 opaque copies of each submittal, unless copies are required for operation and maintenance manuals. Submit five copies where copies are required for operation and maintenance manuals. Landscape Architect and Owner's Representative will retain two 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. I. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2. 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. SUBMITTAL PROCEDURES O1330 - 4 DOWNTOWN ALLEY ENHANCEMENTS 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 not incorporated into the Work, or otherwise designated as Owner's property, are the property of Owner. 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 2 full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Landscape Architect, through Owner's Representative, will return one full set of 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 4 sets of Samples. Landscape Architect and Owner's Representative will retain two Sample sets; remainder will be returned. Mark up and retain one 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) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least 4 sets of paired units that show approximate limits of variations. E. Submittals Schedule: Comply with requirements specified in Division I Section "Construction Progress Documentation." 2.2 INFORMATIONAL SUBMITTALS A. General: Prepare and submit Informational Submittals required by other Specification Sections. 1. Number of Copies: Submit 4 copies of each submittal, unless otherwise indicated. Landscape Architect and Owner's Representative will not return copies. 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. 3. Test and Inspection Reports: Comply with requirements specified in Division I Section "Quality Requirements." 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 Landscape Architects and owners, and other information specified. SUBMITTAL PROCEDURES 01330 - 5 DOWNTOWN ALLEY ENHANCEMENTS C. 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. D. Material Safety Data Sheets (MSDSs): Submit information directly to Owner; do not submit to Landscape Architect, except as required in "Action Submittals" Article. I. Landscape Architect will not review submittals that include MSDSs and will return the entire submittal for resubmittal. 2.3 DELEGATED DESIGN A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Landscape Architect. B. Delegated -Design Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit 4 copies of a statement, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional licensed in the State of Colorado. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services. 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 Landscape Architect and 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 LANDSCAPE ARCHITECT'S AND OWNER'S REPRESENTATIVE'S / ACTION A. General: Landscape Architect and Owner's Representative will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Action Submittals: Landscape Architect and Owner's Representative will review each submittal, make marks to indicate corrections or modifications required, and return it. Landscape Architect and Owner's Representative will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows: I. "Approved" — No further action required SUBMITTAL PROCEDURES OI330 - 6 DOWNTOWN ALLEY ENHANCEMENTS 2. "Approved as Noted" — Contractor to modify submittal as noted, but is not required to resubmit. 3. "Revise and Resubmit" — Contractor to modify submittal as noted, and resubmit for approval prior to proceeding with continued work associated with submittal to be revised. 4. "Rejected" — Submittal is not compatible with intent of construction documents. C. Informational Submittals: Landscape Architect and Owner's Representative will review each submittal and will not return it, or will return it if it does not comply with requirements. Landscape Architect and 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 SUBMITTAL PROCEDURES 01330 - 7 DOWNTOWN ALLEY ENHANCEMENTS SECTION 01400 - QUALITY CONTROL PARTI- GENERAL 1.1 RELATED DOCUMENTS: The General Contract Conditions, Drawings and other Division (- Specification sections apply to work of this section. 1.2 SUMMARY: A. This Section describes administrative and procedural requirements for quality control services, including: 1. Field samples 2. Mock-ups 3. Inspection and testing laboratory services 4. Manufacturer's field services and reports B. Related Work: 1. Submittals: Section 01330 2. Inspections and tests required and standards for testing: Individual Specification Sections 1.3 REFERENCES: A. ASTM D3740, "Practice for Evaluation of Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction". B. ASTINI E329, "Recommended Practice for Inspection and Testing Agencies for Concrete, Steel, and Bituminous Materials as Used in Construction". C. Should specified reference standards conflict with the Contract Documents, request clarification from the Owner's Representative before proceeding. 1.4 DEFINITIONS: A. Quality control services include inspections and tests, and related actions, including reports, performed by independent agencies, governing authorities, and the Contractor. Contract enforce- ment activities performed by the Owner's Representative are not included. B. Inspection and testing services required to verify compliance with requirements specified do not relieve the Contractor of responsibility to comply with requirements of the Contract Documents. C. Requirements of this Section relate to customized fabrication and installation procedures and not production of standard products. Specific quality control requirements, inspections and tests, covering production, customized fabrication and installation procedures of standard products are specified in the individual sections. QUALITY CONTROL 01400 - 1 DOWNTOWN ALLEY ENHANCEMENTS 2. Inspections, tests and related actions specified are not intended to limit the Contractor's quality control procedures that facilitate compliance with Contract Documents. 3. Requirements for the Contractor to provide quality control services requested by the Owner's Representative or authorities having jurisdiction are not limited by provisions of this Section. 1.5 RESPONSIBILITIES: A. Contractor Responsibilities: 1. The Contractor shall provide inspections, tests and similar quality control services, specified in individual specification sections and required by governing authorities, except where they are indicated to be the responsibility of the Owner, or are provided by another entity. Costs for Owner services shall not be included in the Contract Sum. 2. Notify the Owner's Representative at least one (1) working day in advance so that the Owner's Representative may observe the tests. B. Retesting: 1. The Contractor is responsible for retesting where results of required inspections, tests or similar services prove unsatisfactory and do not meet specified requirements, regardless of whether the original test was the Contractor's responsibility. 2. Cost of retesting construction revised or replaced by the Contractor is the Contractor's responsibility regardless of the results, where required tests were performed on original construction. C. Limitations: Where manufactured products or equipment are required to have representative samples tested, do not use such materials or equipment until tests have been made and the materials or equipment are found to be acceptable. Do not incorporate in the work any product that becomes unfit for use after acceptance. D. Associated Services: The Contractor shall cooperate with Owner's Representative or other agencies performing required inspections, tests and similar services and provide reasonable associated services as requested. Notify the agency sufficiently in advance of operations to permit assignment of personnel. Associated services required include: 1. Providing access to the Work and furnishing incidental labor and facilities necessary to facilitate inspections and tests. 2. Taking adequate quantities of representative samples of materials that require testing or assisting the agency in taking samples. 3. Providing facilities for storage and curing of test samples, and delivery of samples to testing laboratories. 4. Providing adequate facilities or accommodations for safe storage and proper curing of concrete test cylinders on the project site for the first 24 hours after casting as required by ASTM C31. 5. Providing the agency with a preliminary design mix proposed for use for material mixes that require control by the testing agency. 6. Security and protection of samples and test equipment at the project site. E. Owner's Responsibilities: The Owner's Representative will arrange for inspections, tests and similar quality control services specified to be performed by independent agencies and not by the Contractor, except where they are specifically indicated as the Contractor's responsibility or are QUALITY CONTROL 01400 - 2 DOWNTOWN ALLEY ENHANCEMENTS provided by authorities having jurisdiction or another identified entity. Costs for these services are not to be included in the Contract Sum. 2. The Owner will employ and pay for the services of an independent agency, testing laboratory or other qualified firm to perform services that are the Owner's responsibility. 3. Duties of Testing Agency: a. The independent testing agency engaged to perform inspections, sampling and testing of materials shall cooperate with the Owner and Contractor in performance of its duties, and shall provide qualified personnel to perform required inspections and tests. b. The agency shall notify the Owner and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. C. The agency is not authorized to release, revoke, alter or enlarge any requirement of the Contract Documents, or approve or accept any portion of the Work. d. The agency shall not perform any duties of the Contractor. 4. Coordination: a. The Contractor and each agency engaged to perform inspections, tests and similar services shall coordinate activities to avoid the necessity of removing and replacing construction to accommodate inspections and tests. b. The Contractor is responsible for scheduling times for inspections, tests, taking samples and similar activities. 1.6 SUBMITTALS: A. General: Refer to Section 01330 for general requirements of submittals. Certified written report of each inspection, test or similar service, will be submitted directly to the Owner's Representative except to the Contractor with copy to the Owner's Representative when service is the Contractor's responsibility. Submit additional copies directly to governing authorities when requested by that authority. B. Report Data: Written reports of each inspection, test or similar service shall include, but not be limited to: 1. Date of issue. 2. Project title and number. 3. Dates and locations of samples and tests or inspections. 4. Names of individuals making the inspection or test. 5. Designation of the work and test method. 6. Identification of product and specification section. 7. Complete inspection or test data. 8. Test results and interpretation of test results. 9. Ambient conditions at the time of sample taking and testing. 10. Comments or professional opinion as to whether inspected or tested work complies with Contract Document requirements. 11. Name and signature of laboratory inspector. 12. Recommendations on retesting. 1.7 QUALITY ASSURANCE: A. Qualification of Service Agencies: Engage inspection and testing service agencies, including inde- pendent testing laboratories, which are prequalified as complying with "Recommended Requirements for Independent Laboratory Qualification" by American Council of Independent Laboratories, which are recognized in the industry as specialized in the types of inspections and tests to be performed and which have not less than five (5) years experience in such testing. QUALITY CONTROL 01400 - 3 DOWNTOWN ALLEY ENHANCEMENTS B. Comply with requirements of ASTM E329 and ASTM D3740. I. Each inspection and testing agency shall be authorized to operate in the State of Colorado. 2. Maintain a full time registered engineer on staff to review services. 3. Calibrate testing equipment at reasonable intervals with devices of an accuracy traceable to National Bureau of Standards or of accepted values of natural physical constants. C. Control of Installation: I. Monitor quality control over products, services, site conditions, and workmanship to produce work of specified quality. 2. Comply fully with manufacturers' instructions, including each step in sequence. 3. Should manufacturers' instructions conflict with Contract Documents, request clarification from Owner's Representative before proceeding. 4. Comply with specified standards as a minimum quality for the work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. 5. Perform work by persons qualified to produce workmanship of specified quality. 1.8 FIELD SAMPLES: A. Install field samples for review at the site as required by individual specification sections. B. Assemble and erect specified items with specified or required attachment and anchorage devices, flashings, seals, and finishes. 1.9 INSPECTION AND TESTING LABORATORY SERVICES: A. Perform inspections, tests and other services specified in individual specification sections. B. Submit reports indicating observations and results of tests indicating compliance or non- compliance with Contract Documents. 1.10 MANUFACTURER'S FIELD SERVICES: A. When specified in respective Specification sections, Contractor shall require supplier or manufacturer to provide qualified personnel to observe field conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, testing, adjusting and balancing of equipment as applicable, and to make appropriate recommendations. B. Manufacturer's representative shall submit written report to the Owner's Representative listing observations and recommendations. PART 2 - PRODUCTS (Not applicable) PART 3 - EXECUTION 3. l The Owner will pay for testing for soil and aggregate compaction, concrete, asphalt, and inert groundcover materials. The Contractor will pay for any retesting as a result of test failures. 3.2 REPAIR AND PROTECTION: QUALITY CONTROL 01400 - 4 DOWNTOWN ALLEY ENHANCEMENTS DIVISION 2 - SITE CONSTRUCTION 02070 Selective Demolition 02230 Site Clearing 02232 Aggregate Base Course 02300 Earthwork and Trenching 02510 Asphalt Pavement 02580 Traffic Markings 02780 Interlocking Concrete Pavers 02810 Irrigation 02870 Site Furnishings 02930 Exterior Plants DIVISION 3 - CONCRETE 03300 Cast in place Concrete DIVISION 4 - MASONRY 04200 Masonry DIVISION 5 - METALS 05500 Metal Fabrications DIVISION 9 — FINISHES 09960 High-performance Coatings DIVISION 16 - ELECTRICAL 16010 Electrical General Provisions 16110 Conduit 16120 Conductors 16130 Boxes and Fittings 16150 Grounding and Bonding 16470 Panel Boards 16500 Lighting General Conditions 16501 Lamps 16502 Ballasts and Accessories 16520 Exterior Lighting Systems APPENDIX A — GEOTECHNICAL REPORT APPENDIX B — PAVER MOCK-UP PHOTOS DOWNTOWN ALLEY ENHANCEMENTS A. Upon completion of inspection, testing, sample taking and similar services, repair damaged construction and restore substrates and finishes to eliminate deficiencies, including deficiencies in visual qualities of exposed finishes. B. Protect construction exposed by or for quality control service activities, and protect repaired construction. C. Repair and protection is the Contractor's responsibility, regardless of the assignment of responsibility for inspection, testing or similar services. 3.3 SCHEDULE OF INSPECTIONS AND TESTS: The following is a summary of tests and inspections specified in the appropriate sections and compiled here for convenience of reference. Additional testing as referenced in individual sections will also be required. A. Testing Paid by Owner (Initial Test Only): I. Fill and backfill compaction density tests: Section 02300. 2. Asphalt Pavement: Section 02510. 3. Concrete Flatwork: Section 02520. 4. Concrete testing: Section 03300. B. Testing Paid By Contractor: l . Contractor to pay for retesting if further tests are required. 2. Testing of Water Lines: In conformance with City Standards. C. Schedule of quality control tests and inspections. Test/Inspection Description ASTM Test Frequency Section 02300 Fill and backfill material I per each soil type Proctor D698 PlastiOwner index D4318 Particle size analysis D422 Field density tests D2922 Field moisture tests D3017 General fills for building and paved areas I per 2000 SF Backfill I per 250 SF Site work I per 400 CY Utility lines I per 150 LF Section 02510 Asphaltic Concrete I/day or each 500 tons Marshall D 1559 Extraction/gradation D2172, C136 Field density -nuclear cores D2950 CDOT CP-44 Section 03300: Reinforcing steel Examine reinforcing before each pour QUALITY CONTROL 01400 - 5 DOWNTOWN ALLEY ENHANCEMENTS Physical Properties I / 50 CY concrete physical properties on each truck C172, C173, C 143 Compressive strength C39 END OF SECTION 01400 QUALITY CONTROL 01400 - 6 DOWNTOWN ALLEY ENHANCEMENTS SECTION 61500 — CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PARTI- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division I Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes requirements for temporary utilities, support facilities, and security and protection facilities. 1.3 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, testing agencies, and authorities having jurisdiction. B. Electric Power Service: Pay electric power service use charges for electricity used by all entities for construction operations. 1.4 SUBMITTALS A. Site Plan: Show temporary facilities, utility hookups, staging areas, construction phasing, contractor circulation routes, public access routes, and parking areas for construction personnel. If Contractor does not intend to provide a designated parking area for construction personnel, submit a signed letter outlining construction personnel parking accommodations. 1.5 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. 1.6 PROJECT CONDITIONS A. Temporary Use of Permanent Facilities: Installer of each permanent service shall assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities. PART 2-PRODUCTS CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 1 DOWNTOWN ALLEY ENHANCEMENTS 2.1 MATERIALS A. Portable Chain -Link Fencing: Minimum 2-inch , 9-gage, galvanized steel, chain -link fabric fencing; minimum 6 feet high with galvanized steel pipe posts; minimum 2-3/8-inch- OD line posts and 2-7/8- inch- OD comer and pull posts, with 1-5/8-inch- OD top and bottom rails. Provide concrete bases for supporting posts. Provide around all construction zones and areas designated as pedestrian thoroughfares. Provide locking gates w/keys to Owner's Representative and Construction Manager as needed. 2.2 TEMPORARY FACILITIES A. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment for construction operations. Store combustible materials 20 ft minimum from buildings. B. Trash Containers. 1. Provide one 20-30 CY container at each alley for trash. 2. Provide one 12-15 CY container for recyclables at each alley. 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 or surrounding buildings. 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. C. Provide the following: temporary water service, ventilation, portable restrooms, security, progress cleaning. 3.2 TEMPORARY UTILITY INSTALLATION A. General: Install temporary service or connect to existing service. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services. B. Electric Power Service: Provide electric power service and distribution system of sufficient size, capacity, and power characteristics required for construction operations. 1. Install electric power service underground, unless otherwise indicated. 2. Connect temporary service to Owner's existing power source, as directed by Owner. 3. Delete first subparagraph below if Owner maintains a separate on -site field office. 4. Provide superintendent with cellular telephone. 3.3 SUPPORT FACILITIES INSTALLATION CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 2 DOWNTOWN ALLEY ENHANCEMENTS A. General: Comply with the following: 1. Provide incombustible construction for offices, shops, and sheds if necessary located within construction area or within 20 feet of building lines. Comply with NFPA 241. 2. Maintain support facilities until near Substantial Completion. Remove before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner. B. Project Identification and Temporary Signs: Provide Project identification and other signs. Install signs where indicated to inform public and individuals seeking entrance to Project. Unauthorized signs are not permitted. 1. Provide a minimum of 4 temporary, directional signs for construction personnel and visitors. 2. Maintain and touchup signs so they are legible at all times. 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Temporary Erosion and Sedimentation Control: Comply with requirements specified in Division 2 Section "Site Clearing." B. Security Enclosure and Lockup: Install substantial temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. C. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting. 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 on a 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. I. Materials and facilities that constitute temporary facilities are property of Contractor. Owner reserves right to take possession of Project identification signs. 2. At Substantial Completion, clean and renovate permanent facilities used during construction period. Comply with final cleaning requirements specified in Division l Section "Closeout Procedures." END OF SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 3 DOWNTOWN ALLEY ENHANCEMENTS SECTION 01700 - EXECUTION REQUIREMENTS PARTI-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division l Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes general procedural requirements governing execution of the Work including, but not limited to, the following: I. Construction layout. 2. Field engineering and surveying. 3. General installation of products. 4. Progress cleaning. 5. Protection of installed construction. 6. Correction of the Work. B. Related Sections include the following: I. Division I Section 0 13 10 Project Management and Coordination for procedures for coordinating field engineering with other construction activities. 2. Division I Section 01330 Submittal Procedures for submitting surveys. 3. Division l Section 01770 Closeout Procedures for submitting final property survey with Project Record Documents, recording of Owner -accepted deviations from indicated lines and levels, and final cleaning. 1.3 SUBMITTALS A. Qualification Data: For land surveyor B. Certificates: Submit certificate signed by land surveyor certifying that location and elevation of improvements comply with requirements. 1.4 QUALITY ASSURANCE A. Land Surveyor Qualifications: A professional land surveyor who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing land -surveying services of the kind indicated. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION EXECUTION REQUIREMENTS 01700 - 1 DOWNTOWN ALLEY ENHANCEMENTS 3.1 EXAMINATION A. Existing Conditions: The existence and location of site improvements, utilities, and other construction indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the Work. I . Before construction, verify the location and points of connection of utility services. B. Existing Utilities: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities and other construction affecting the Work. 1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water -service piping; and underground electrical services. 2. Furnish location data for work related to Project that must be performed by public utilities serving Project site. C. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. Written Report: Where a written report listing conditions detrimental to performance of the Work is required by other Sections, include the following: a. Description of the Work. b. List of detrimental conditions, including substrates. C. List of unacceptable installation tolerances. d. Recommended corrections. 2. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 3. Examine roughing -in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. 4. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed. 5. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Existing Utility Information: Furnish information to local utility and Owner's Representative that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction. B. Field Measurements: Take field measurements as required to fit the Work property. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. EXECUTION REQUIREMENTS 01700 - 2 DOWNTOWN ALLEY ENHANCEMENTS D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to Owner's Representative. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents. 3.3 CONSTRUCTION LAYOUT A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Owner's Representative. B. General: Engage a land surveyor to lay out the Work using accepted surveying practices. 1. Establish benchmarks and control points to set lines and levels at each story of construction and elsewhere as needed to locate each element of Project. 2. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions. 3. Inform installers of lines and levels to which they must comply. 4. Check the location, level and plumb, of every major element as the Work progresses. 5. Notify Owner's Representative when deviations from required lines and levels exceed allowable tolerances. 6. Close site surveys with an error of closure equal to or less than the standard established by authorities having jurisdiction. C. Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and topsoil placement, utility slopes, and invert elevations. D. Building Lines and Levels: Locate and lay out control lines and levels for structures, building foundations, column grids, and floor levels, including those required for mechanical and electrical work. Transfer survey markings and elevations for use with control lines and levels. Level foundations and piers from two or more locations. E. Record Log: Maintain a log of layout control work. Record deviations from required lines and levels. Include beginning and ending dates and times of surveys, weather conditions, name and duty of each survey parry member, and types of instruments and tapes used. Make the log available for reference by Owner's Representative. 3.4 FIELD ENGINEERING A. Identification: Owner will identify existing benchmarks, control points, and property comers. B. Reference Points: Locate existing permanent benchmarks, control points, and similar reference points before beginning the Work. Preserve and protect permanent benchmarks and control points during construction operations. I. Do not change or relocate existing benchmarks or control points without prior written approval of Owner's Representative. Report lost or destroyed permanent benchmarks or control points promptly. Report the need to relocate permanent benchmarks or control points to Owner's Representative before proceeding. 2. Replace lost or destroyed permanent benchmarks and control points promptly. Base replacements on the original survey control points. EXECUTION REQUIREMENTS 01700 - 3 3.5 C. Benchmarks: Establish and maintain a minimum referenced to data established by survey control points type and size of benchmark. DOWNTOWN ALLEY ENHANCEMENTS of two permanent benchmarks on Project site, . Comply with authorities having jurisdiction for I. Record benchmark locations, with horizontal and vertical data, on Project Record Documents. 2. Where the actual location or elevation of layout points cannot be marked, provide temporary reference points sufficient to locate the Work. 3. Remove temporary reference points when no longer needed. Restore marked construction to its original condition. INSTALLATION A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated. 4. Maintain minimum headroom clearance of 7'6" in spaces without a suspended ceiling. B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. F. Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements. G. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work. I. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Owner's Representative. 2. Allow for building movement, including thermal expansion and contraction. 3. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. 4. All attachments to buildings shall be made only to mortar between brick or concrete block. H. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. 1. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. EXECUTION REQUIREMENTS 01700 - 4 DOWNTOWN ALLEY ENHANCEMENTS 3.6 PROGRESS CLEANING A. Site: Maintain Project site free of waste materials and debris. Comply with construction permit regulations to sweep roadways, walks, and other areas to eliminate dragout upon request of the Owner. B. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom -clean or vacuum the entire work area, as appropriate. C. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. D. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. E. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. F. Waste Disposal: Burying or burning waste materials on -site is not permitted. Washing waste materials down sewers or into waterways is not permitted. G. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. H. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. 3.7 PROTECTION OF INSTALLED CONSTRUCTION A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. B. Comply with manufacturer's written instructions for temperature and relative humidity. 3.8 CORRECTION OF THE WORK A. Repair or remove and replace defective construction. Restore damaged substrates and Finishes. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. B. Restore permanent facilities used during construction to their specified condition. EXECUTION REQU[REMENTS 01700 - 5 SECTION 00020 INVITATION TO BID DOWNTOWN ALLEY ENHANCEMENTS C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired. E. Remove and replace chipped, scratched, and broken glass or reflective surfaces. END OF SECTION 01700 EXECUTION REQUIREMENTS 01700 - 6 DOWNTOWN ALLEY ENHANCEMENTS SECTION 01770 - CLOSEOUT PROCEDURES PARTI- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division I 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: Inspection procedures. Warranties. Final cleaning. B. Related Sections include the following: 1. Division 1 Section 01781 Project Record Documents for submitting Record Drawings, Record Specifications, and Record Product Data. 2. Division l Section 01782 Operation and Maintenance Data for operation and maintenance manual requirements. 3. Divisions 2 through 16 Sections for specific closeout and special cleaning requirements for the Work in those Sections. 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 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. Prepare and submit Project Record Documents, operation and maintenance manuals, Final Completion construction photographs, damage or settlement surveys, property surveys, and similar final record information. 6. Deliver tools, spare parts, extra materials, and similar items to location designated by Owner. Label with manufacturer's name and model number where applicable. 7. Complete startup testing of systems. 8. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. 9. Complete final cleaning requirements, including touchup painting. 10. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. CLOSEOUT PROCEDURES 01770 - 1 DOWNTOWN ALLEY ENHANCEMENTS B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Owner's Representative and Construction Manager 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. I. Reinspection: Request reinspection 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 certified copy of Owner's Representative's 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. 2. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 3. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Owner's Representative and Construction Manager 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. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. 1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST) A. Preparation: Submit four 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. Organize list of spaces in sequential order, starting with Montezuma Fuller Alley first and proceeding to Old Firehouse Alley. Include the following information at the top of each page: a. Project name. b. Date. C. Name of Owner's Representative and Construction Manager. d. Name of Contractor. e. Page number. 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. CLOSEOUT PROCEDURES 01770 - 2 DOWNTOWN ALLEY ENHANCEMENTS B. Partial Occupancy: Submit properly executed warranties within 15 days of completion of designated portions of the Work that are completed and occupied or used by Owner during construction period by separate agreement with Contractor. C. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. I. 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-11-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. D. 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. B. Water: Clean potable water. PART 3 - EXECUTION 3.I 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 satisfactory to Owner's Representative. 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. Remove all temporary sediment traps and related erosion control devices. d. Clean all on -site storm drains and pipes of accumulated sediment and debris. Assure the lines are free flowing. e. Remove tools, construction equipment, machinery, and surplus material from Project site. CLOSEOUT PROCEDURES 01770 - 3 DOWNTOWN ALLEY ENHANCEMENTS f. Clean exposed exterior hard -surfaced finishes to a dirt -free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. g. Remove labels that are not permanent. h. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. 1) Do not paint over "UL" and similar labels, including mechanical and electrical nameplates. i. Leave Project clean and ready for occupancy. C. Comply with safety standards for cleaning. Do not bum waste materials. Do not bury debris or excess materials on Owner's property or adjacent properties. 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 CLOSEOUT PROCEDURES 01770 - 4 DOWNTOWN ALLEY ENHANCEMENTS SECTION 01781 - PROJECT RECORD DOCUMENTS PARTI-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 Project Record Documents, including the following: 1. Record Drawings. 2. Record Specifications. 3. Record Product Data. B. Related Sections include the following 1. Division l Section 01770 Closeout Procedures for general closeout procedures. 2. Division I Section 01782 Operation and Maintenance Data for operation and maintenance manual requirements. 3. Divisions 2 through 16 Sections for specific requirements for Project Record Documents of the Work in those Sections. 1.3 SUBMITTALS A. Record Drawings: Comply with the following: 1. Number of Copies: Submit one set(s) of marked -up Record Prints. 2. Number of Copies: Submit copies of Record Drawings as follows: a. Initial Submittal: Submit one set(s) of plots from corrected marked -up Record Prints. Owner's Representative will initial and date each plot and mark whether general scope of changes, additional information recorded, and quality of drafting are acceptable. Owner's Representative will return plots and prints for organizing into sets, printing, binding, and final submittal. B. Record Specifications: Submit one copy of Project's Specifications, including addenda and contract modifications. C. Record Product Data: Submit 4 copies of each Product Data submittal. I. 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 PROJECT RECORD DOCUMENTS 01781 - l DOWNTOWN ALLEY ENHANCEMENTS 2.1 RECORD DRAWINGS A. Record Prints: Maintain one set of blue- or black -line white prints of the Contract Drawings and Shop Drawings. 1. 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. 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. Revisions to electrical circuitry. f. Actual equipment locations. g. Changes made by Change Order or Construction Change Directive. h. Changes made following Owner's Representative's written orders. i. Details not on the original Contract Drawings. 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. Immediately before inspection for Certificate of Final Acceptance, review marked -up Record Prints with Owner's Representative and Construction Manager. 2.2 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. I. 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, Record Specifications, and Record Drawings where applicable. 2.3 MISCELLANEOUS RECORD SUBMITTALS PROJECT RECORD DOCUMENTS 01781 - 2 DOWNTOWN ALLEY ENHANCEMENTS 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. PART 3 - EXECUTION 3.1 RECORDING AND MAINTENANCE A. Recording: Maintain one 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 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's and Construction Manager's reference during normal working hours. END OF SECTION 01781 PROJECT RECORD DOCUMENTS O1781 - 3 DOWNTOWN ALLEY ENHANCEMENTS SECTION 01782 - OPERATION AND MAINTENANCE DATA PARTI- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division I Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for preparing operation and maintenance manuals, including the following: I. Operation and maintenance documentation directory. 2. Operation manuals for systems, subsystems, and equipment. 3. Maintenance manuals for the care and maintenance of products, materials, finishes, systems and equipment. B. Related Sections include the following: 1. Division I Section "Submittal Procedures - 01330" for submitting copies of submittals for operation and maintenance manuals. 2. Division I Section "Closeout Procedures - 01770" for submitting operation and maintenance manuals. 3. Division I Section "Project Record Documents - 01781" for preparing Record Drawings for operation and maintenance manuals. 4. Divisions 2 through 16 Sections for specific operation and maintenance manual requirements for the Work in those Sections. 1.3 DEFINITIONS A. System: An organized collection of parts, equipment, or subsystems united by regular interaction. B. Subsystem: A portion of a system with characteristics similar to a system. 1.4 SUBMITTALS A. Initial Submittal: Submit 2 draft copies of each manual at least 15 days before requesting inspection for Substantial Completion. Include a complete operation and maintenance directory. Owner's Representative will return one copy of draft and mark whether general scope and content of manual are acceptable. B. Final Submittal: Submit one copy of each manual in final form at least 15 days before final inspection. Owner's Representative will return copy with comments within 15 days after final inspection. I. Correct or modify each manual to comply with Owner's Representative's comments. Submit 3 copies of each corrected manual within 15 days of receipt of Owner's Representative's comments. OPERATION AND MAINTENANCE DATA 01782 - l DOWNTOWN ALLEY ENHANCEMENTS 1.5 COORDINATION A. Where operation and maintenance documentation includes information on installations by more than one factory -authorized service representative, assemble and coordinate information fumished by representatives and prepare manuals. PART2-PRODUCTS 2.1 OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY A. Organization: Include a section in the directory for each of the following: I. List of documents. 2. List of systems. 3. List of equipment. 4. Table of contents. B. List of Systems and Subsystems: List systems alphabetically. Include references to operation and maintenance manuals that contain information about each system. C. List of Equipment: List equipment for each system, organized alphabetically by system. For pieces of equipment not part of system, list alphabetically in separate list. D. Tables of Contents: Include a table of contents for each emergency, operation, and maintenance manual. E. Identification: In the documentation directory and in each operation and maintenance manual, identify each system, subsystem, and piece of equipment with same designation used in the Contract Documents. 2.2 MANUALS, GENERAL A. Organization: Unless otherwise indicated, organize each manual into a separate section for each system and subsystem, and a separate section for each piece of equipment not part of a system. Each manual shall contain the following materials, in the order listed: I. Title page. 2. Table of contents. 3. Manual contents. B. Title Page: Enclose title page in transparent plastic sleeve. Include the following information: 1. Subject matter included in manual. 2. Name and address of Project. 3. Name and address of Owner. 4. Date of submittal. 5. Name, address, and telephone number of Contractor. 6. Name and address of Owner's Representative. C. Table of Contents: List each product included in manual, identified by product name, indexed to the content of the volume, and cross-referenced to Specification Section number in Project Manual. If operation or maintenance documentation requires more than one volume to accommodate data, include comprehensive table of contents for all volumes in each volume of the set. OPERATION AND MAINTENANCE DATA 01782 -2 SECTION 00020 INVITATION TO BID Date: March 1, 2011 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 March 24, 2011, for the 7212 West Myrtle Alley - Downtown Alley Enhancements; BID NO.7212. If delivered, they are to be delivered to 215 North Mason Street, 2Id Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. O. 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 7212. In general, the West Myrtle Alley project includes, but is not limited to, selective demolition, utility relocation coordination, concrete pavement construction, interlocking paver installation, architectural lighting, site furnishings, concrete bench construction, landscaping and irrigation installation. The project involves construction inside City of Fort Collins right-of-way and is approximately 19,000 square feet in area located between Laurel Street, Mason Street and Myrtle Street near the CSU campus. 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 1:00 p.m. on March 11, 2011, at 215 N. Mason in the Community Room, 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.'sp 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. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills Rev10/20/07 Section 00020 Page 1 DOWNTOWN ALLEY ENHANCEMENTS D. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and components of one system into a single binder. Binders: Heavy-duty, 3-ring, vinyl -covered, loose-leaf binders, in thickness necessary to accommodate contents, sized to hold 8-l/2-by-II-inch paper; with clear plastic sleeve on spine to hold label describing contents and with pockets inside covers to hold folded oversize sheets. a. If two or more binders are necessary to accommodate data of a system, organize data in each binder into groupings by subsystem and related components. Cross-reference other binders if necessary to provide essential information for proper operation or maintenance of equipment or system. b. Identify each binder on front and spine, with printed title "OPERATION AND MAINTENANCE MANUAL," Project title or name, and subject matter of contents. Indicate volume number for multiple -volume sets. 2. Dividers: Heavy -paper dividers with plastic -covered tabs for each section. Mark each tab to indicate contents. Include typed list of products and major components of equipment included in the section on each divider, cross-referenced to Specification Section number and title of Project Manual. 3. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic software diskettes for computerized electronic equipment. 4. Supplementary Text: Prepared on 8-1/2-by-I l-inch white bond paper. 5. Drawings: Attach reinforced, punched binder tabs on drawings and bind with text. a. If oversize drawings are necessary, fold drawings to same size as text pages and use as foldouts. b. If drawings are too large to be used as foldouts, fold and place drawings in labeled envelopes and bind envelopes in rear of manual. At appropriate locations in manual, insert typewritten pages indicating drawing titles, descriptions of contents, and drawing locations. 2.3 OPERATION MANUALS A. Content: In addition to requirements in this Section, include operation data required in individual Specification Sections and the following information: 1. System, subsystem, and equipment descriptions. 2. Operating standards. 3. Operating procedures. 4. Wiring diagrams. 5. Control diagrams. 6. Piped system diagrams. 7. Precautions against improper use. B. Descriptions: Include the following: I. Product name and model number. 2. Manufacturer's name. 3. Equipment identification with serial number of each component. 4. Equipment function. 5. Operating characteristics. 6. Limiting conditions. 7. Performance curves. S. Complete nomenclature and number of replacement parts. OPERATION AND MAINTENANCE DATA 01782 3 DOWNTOWN ALLEY ENHANCEMENTS C. Operating Procedures: Include the following, as applicable: 1. Startup procedures. 2. Equipment or system break-in procedures. 3. Routine and normal operating instructions. 4. Regulation and control procedures. 5. Instructions on stopping. 6. Normal shutdown instructions. 7. Seasonal and weekend operating instructions. 8. Required sequences for electric or electronic systems. 9. Special operating instructions and procedures. D. Systems and Equipment Controls: Describe the sequence of operation, and diagram controls as installed. E. Piped Systems: Diagram piping as installed, and identify color -coding where required for identification. 2.4 PRODUCT MAINTENANCE MANUAL A. Content: Organize manual into a separate section for each product, material, and finish. Include source information, product information, maintenance procedures, repair materials and sources, and warranties and bonds, as described below. B. Source Information: List each product included in manual, identified by product name and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual. C. Product Information: Include the following, as applicable: I. Product name and model number. 2. Manufacturer's name. 3. Color, pattern, and texture. 4. Material and chemical composition. 5. Reordering information for specially manufactured products. D. Maintenance Procedures: Include manufacturer's written recommendations and the following: I . Inspection procedures. 2. Types of cleaning agents to be used and methods of cleaning. 3. List of cleaning agents and methods of cleaning detrimental to product. 4. Schedule for routine cleaning and maintenance. 5. Repair instructions. E. Repair Materials and Sources: Include lists of materials and local sources of materials and related services. F. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. Include procedures to follow and required notifications for warranty claims. 2.5 SYSTEMS AND EQUIPMENT MAINTENANCE MANUAL OPERATION AND MAINTENANCE DATA 01782 -4 DOWNTOWN ALLEY ENHANCEMENTS A. Content: For each system, subsystem, and piece of equipment not part of a system, include source information, manufacturers' maintenance documentation, maintenance procedures, maintenance and service schedules, spare parts list and source information, maintenance service contracts, and warranty and bond information, as described below. B. Source Information: List each system, subsystem, and piece of equipment included in manual, identified by product name and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual. C. Manufacturers' Maintenance Documentation: Manufacturers' maintenance documentation including the following information for each component part or piece of equipment: I . Standard printed maintenance instructions and bulletins. 2. Drawings, diagrams, and instructions required for maintenance, including disassembly and component removal, replacement, and assembly. 3. Identification and nomenclature of parts and components. 4. List of items recommended to be stocked as spare parts. D. Maintenance Procedures: Include the following information and items that detail essential maintenance procedures: I. Test and inspection instructions. 2. Precautions against improper maintenance. 3. Disassembly; component removal, repair, and replacement; and reassembly instructions. 4. Aligning, adjusting, and checking instructions. 5. Demonstration and training videotape, if available. E. Maintenance and Service Schedules: Include service and lubrication requirements, list of required lubricants for equipment, and separate schedules for preventive and routine maintenance and service with standard time allotment. Scheduled Maintenance and Service: Tabulate actions for daily, weekly, monthly, quarterly, semiannual, and annual frequencies. Maintenance and Service Record: Include manufacturers' forms for recording maintenance. F. Spare Parts List and Source Information: Include lists of replacement and repair parts, with parts identified and cross-referenced to manufacturers' maintenance documentation and local sources of maintenance materials and related services. G. Maintenance Service Contracts: Include copies of maintenance agreements with name and telephone number of service agent. H. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. Include procedures to follow and required notifications for warranty claims. PART 3-EXECUTION 3.1 MANUAL PREPARATION OPERATION AND MAINTENANCE DATA 01782 - 5 DOWNTOWN ALLEY ENHANCEMENTS A. Operation and Maintenance Documentation Directory: Prepare a separate manual that provides an organized reference to emergency, operation, and maintenance manuals. B. Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and maintenance of each product, material, and finish incorporated into the Work. C. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance data indicating operation and maintenance of each system, subsystem, and piece of equipment not part of a system. 1. Engage a factory -authorized service representative to assemble and prepare information for each system, subsystem, and piece of equipment not part of a system. 2. Prepare a separate manual for each system and subsystem, in the form of an instructional manual for use by Owner's operating personnel. D. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only sheets pertinent to product or component installed. Mark each sheet to identify each product or component incorporated into the Work. If data include more than one item in a tabular format, identify each item using appropriate references from the Contract Documents. Identify data applicable to the Work and delete references to information not applicable. Prepare supplementary text if manufacturers' standard printed data are not available and where the information is necessary for proper operation and maintenance of equipment or systems. E. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the relationship of component parts of equipment and systems and to illustrate control sequence and flow diagrams. Coordinate these drawings with information contained in Record Drawings to ensure correct illustration of completed installation. I. Do not use original Project Record Documents as part of operation and maintenance manuals. 2. Comply with requirements of newly prepared Record Drawings in Division 1 Section "Project Record Documents." F. Comply with Division l Section "Closeout Procedures" for schedule for submitting operation and maintenance documentation. END OF SECTION 01782 OPERATION AND MAINTENANCE DATA 01782 - 6 DOWNTOWN ALLEY ENHANCEMENTS SECTION 02070 - SELECTIVE DEMOLITION PARTI-GENERAL Ll RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division l Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: Demolition and removal of selected site elements. B. Related Sections include the following: I. Division I Section 01100 Summary of Work for use of premises, and phasing, and Owner - occupancy requirements. 2. Division I Section 01500 Temporary Facilities and Controls for temporary construction and environmental -protection measures for selective demolition operations. 3. Division 2 Section 02230 Site Clearing for site clearing and removal of above- and below -grade improvements. 1.3 DEFINITIONS A. Remove: Detach items from existing construction and legally dispose of them off -site, unless indicated to be removed and salvaged or removed and reinstalled. B. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated. C. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled. 1.4 SUBMITTALS A. Schedule of Selective Demolition Activities: Indicate the following: 1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's building manager's and other tenants' on -site operations are uninterrupted. 2. Interruption of utility services. Indicate how long utility services will be interrupted. J. Coordination for shutoff, capping, and continuation of utility services. 4. Locations of proposed dust- and noise -control temporary partitions and means of egress, including for other tenants affected by selective demolition operations. 5. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's partial occupancy of completed Work. 6. Means of protection for items to remain and items in path of waste removal from building. SELECTIVE DEMOLITION 02070 - 1 DOWNTOWN ALLEY ENHANCEMENTS B. Inventory: After selective demolition is complete, submit a list of items that have been removed and salvaged. 1.5 QUALITY ASSURANCE A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work similar in material and extent to that indicated for this Project. B. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. 1.6 PROJECT CONDITIONS A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. C. Notify Owner's Representative of discrepancies between existing conditions and Drawings before proceeding with selective demolition. D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. 1. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Owner's Representative and Owner. Owner will remove hazardous materials under a separate contract. E. Storage or sale of removed items or materials on -site is not permitted. F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. Maintain fire -protection facilities in service during selective demolition operations. PART 2 - EXECUTION 2.1 EXAMINATION A. Verify that utilities have been disconnected and capped. B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. C. Inventory and record the condition of items to be removed and reinstalled and items to be removed and salvaged. D. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Construction Manager. E. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. SELECTIVE DEMOLITION 02070 - 2 DOWNTOWN ALLEY ENHANCEMENTS 2.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS A. Existing Services/Systems: Maintain services/systems indicated to remain and protect them against damage during selective demolition operations. Comply with requirements for existing services/systems interruptions specified in Division l Section 0 10 10 Summary of Work. B. Service/System Requirements: Locate, identify, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished. Arrange to shut off indicated utilities with utility companies. If services/systems are required to be removed, relocated, or abandoned, before proceeding with selective demolition provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building. 2.3 PREPARATION A. Site Access and Temporary Controls: Conduct selective demolition and debris -removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. Comply with requirements for access and protection specified in Division I Section "Temporary Facilities and Controls." B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building. 2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage. 3. Comply with requirements for temporary enclosures, dust control, heating, and cooling specified in Division I Section "Temporary Facilities and Controls." 2.4 SELECTIVE DEMOLITION, GENERAL A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain. 2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 3. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame -cutting operations. Maintain portable fire -suppression devices during flame -cutting operations. 4. Dispose of demolished items and materials promptly. SELECTIVE DEMOLITION 02070 - 3 DOWNTOWN ALLEY ENHANCEMENTS B. Removed and Reinstalled Items: I. Clean and repair items to functional condition adequate for intended reuse. Paint equipment to match new equipment. 2. Pack or crate items after cleaning and repairing. Identify contents of containers. 3. Protect items from damage during transport and storage. 4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated. C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Owner's Representative, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete. 2.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS A. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals, using power -driven saw, then remove concrete between saw cuts. 2.6 DISPOSAL OF DEMOLISHED MATERIALS A. General: Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA -approved landfill. 1. Do not allow stockpiling of materials on -site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Buming: Do not burn demolished materials. C. Disposal: Transport demolished materials off Owner's property and legally dispose of them. 2.7 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. END OF SECTION SELECTIVE DEMOLITION 02070 - 4 DOWNTOWN ALLEY ENHANCEMENTS SECTION 02230 - SITE CLEARING PARTI-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. This Section includes the following: 1. Removing existing trees shrubs groundcovers plants and grass. 2. Clearing and grubbing. 3. Temporary erosion and sedimentation control measures. B. Related Sections include the following: I. Division I Section "Construction Facilities and Temporary Controls - 01500" for temporary utilities, temporary construction and support facilities, temporary security and protection facilities, and temporary erosion and sedimentation control procedures. 2. Division I Section "Execution Requirements - 01700" for verifying utility locations and for recording field measurements. 3. Division 2 Section "Selective Demolition - 02070" for partial demolition of structures and pavements undergoing alterations. 4. Division 2 Section "Earthwork and Trenching- 02300" for soil materials, excavating, backfilling, and site grading. 1.3 DEFINITIONS A. Topsoil: Natural or cultivated surface -soil layer containing organic matter and sand, silt, and clay particles; friable, pervious, and black or a darker shade of brown, gray, or red than underlying. subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects more than I inches (25 mm) in diameter; and free of subsoil and weeds, roots, toxic materials, or other nonsoil materials. B. Tree Protection Zone: Area surrounding individual trees or groups of trees to be protected during construction, and defined by the drip line of individual trees, the perimeter drip line of groups of trees, or the inside edge of planter walls, unless otherwise indicated. 1.4 MATERIAL OWNERSHIP A. Except for materials indicated to remain Owner's property, cleared materials shall become Contractor's property and shall be removed from Project site. 1.5 QUALITY ASSURANCE SITE CLEARING 02230 - 1 DOWNTOWN ALLEY ENHANCEMENTS A. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division I Section "Project Management and Coordination - 01310." 1.6 PROJECT CONDITIONS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site -clearing operations. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. 2. Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction. 3. Provide Approved Traffic Control Plan per MUTCD standards prepared by Certified Traffic Control Supervisor. 4. Provide ongoing Traffic Control Operations through construction. 5. Provide protection for all excavations and drop-offs. B. Utility Locator Service: Notify utility locator service for area where Project is located before site clearing. C. Do not commence site clearing operations until temporary erosion and sedimentation control measures are in place. PART 2-PRODUCTS 2.1 SOIL MATERIALS A. Satisfactory Soil Materials: Requirements for satisfactory soil materials are specified in Division 2 Section "Earthwork and Trenching - 02300." 1. Obtain approved borrow soil materials off -site when satisfactory soil materials are not available on -site. PART 3 - EXECUTION 3.l PREPARATION A. Protect and maintain benchmarks and survey control points from disturbance during construction. B. Locate and clearly flag trees and vegetation to remain or to be relocated. C. Protect existing site improvements to remain from damage during construction. 1. Restore damaged improvements to their original condition, as acceptable to Owner. 3.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL SITE CLEARING 02230 - 2 EXHBIT 1 QUESTIONS & ANSWERS FROM THE MANDATORY PREBID MEETING 1. Question: How will asphalt patching be handled on private properties when the existing asphalt is severely damaged? Answer: The Contractor shall patch up to a sawcut line provided by the Contractor at the limits shown in the field. Any irregularities in this line are acceptable and will be made part of the asphalt patch on private properties as shown on Sheet LS511. 2. Question: Will there be a need for a railroad flagger and BNSF protection with the railroad proximity to the project? Answer: See addendum item E outlined above. 3. Question: Does there need to be perimeter fencing at the staging area? Answer: Yes. 4. Question: What is the budget for this project? Answer: $1 to $1.2 million Addendum 2 Page 2 of 13 7212 West Myrtle Alley - Downtown Alley Enhancements 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 DOWNTOWN ALLEY ENHANCEMENTS A. Provide temporary erosion and sedimentation control measures to prevent soil erosion and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways, that complies with EPA 832/R-92-005 or requirements of authorities having jurisdiction, whichever is more stringent. B. Inspect, repair, and maintain erosion and sedimentation control measures during construction until permanent vegetation has been established. C. Remove erosion and sedimentation controls and restore and stabilize areas disturbed during removal. 3.3 UTILITIES A. Existing Utilities: 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: 1. Notify Engineer not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Engineer's written permission. 3.4 CLEARING AND GRUBBING A. Remove obstructions, trees, shrubs, grass, and other vegetation to permit installation of new construction. 1. Do not remove trees, shrubs, and other vegetation indicated to remain or to be relocated. 2. Cut minor roots and branches of trees indicated to remain in a clean and careful manner where such roots and branches obstruct installation of new construction. 3. Use only hand methods for grubbing within tree protection zone. 4. Chip removed tree branches and stockpile in areas approved by Engineer. B. Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation or earthwork is indicated. Place fill material in horizontal layers not exceeding a loose depth of 8 inches (200 mm), and compact each layer to 95% SPD +/- 2% moisture content. 3.5 TOPSOIL STRIPPING A. Remove sod and grass before stripping topsoil. B. Strip topsoil to whatever depths are encountered in a manner to prevent intermingling with underlying subsoil or other waste materials. Remove subsoil and nonsoil materials from topsoil, including trash, debris, weeds, roots, and other waste materials. C. Stockpile topsoil materials away from edge of excavations without intermixing with subsoil. Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust. I. Limit height of topsoil stockpiles to 72 inches. 2. Do not stockpile topsoil within tree protection zones. 3. Stockpile surplus topsoil to allow for respreading deeper topsoil. SITE CLEARING 02230 - 3 DOWNTOWN ALLEY ENHANCEMENTS 3.6 DISPOSAL A. Disposal: Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris, and legally dispose of them off Owner's property. Separate recyclable materials produced during site clearing from other nonrecyclable materials. Store or stockpile without intermixing with other materials and transport them to recycling facilities. END OF SECTION 02230 SITE CLEARING 02230 - 4 DOWNTOWN ALLEY ENHANCEMENTS SECTION 02232 - AGGREGATE BASE COURSE PART I: GENERAL 1.1 RELATED DOCUMENTS: The General Contract Conditions, Drawings, and Division — l Specification sections apply to Work of this section. 1.2 SUMMARY: A. Work Includes: Furnishing and placing crushed aggregate, bonded with fine aggregate, constructed on a prepared underlying course in accordance with these specifications and in conformity with the dimensions, typical cross section, and the lines and grades shown on the Drawings. The locations where aggregate base course will be used are shown on the Drawings. B. Related Work: I. Earthwork and Trenching = Section 02300. 2. Asphalt Pavement — Section 02510. J. Concrete Flatwork— Section 02520. 4. Cast in Place Concrete— Section 03300. PART 2: PRODUCTS 2.1 AGGREGATE: The use of this term implies the use of Aggregate Base Course where specified in the drawings. PART 3: EXECUTION 3.1 EQUIPMENT: All equipment necessary for the proper construction of this work shall be on the project, in first class working condition, and shall have been approved by the Owner's Representative before construction is permitted to start. 3.2 PREPARING UNDERLYING SUBGRADE: The underlying course shall be checked and accepted by the Owner's Representative before placing and spreading operations are started. 3.3 METHOD OF SPREADING A. The aggregate material shall be placed on the prepared underlying course and compacted to a Standard Proctor of 95% in layers not to exceed 6 inches in depth before compaction. The depositing and spreading of material shall commence where designated and shall progress continuously without breaks. The material shall be deposited and spread in a uniform layer and without segregation of size. The layer will have the required thickness. B. The aggregate spread shall be of uniform grading and uniform amounts of fine and course materials. During the spreading process, sufficient caution shall be exercised to prevent the incorporation of underlying materials in the aggregate. 3.4 PROTECTION: Work on the aggregate shall not be prosecuted during freezing temperature. When the aggregates contain frozen material or the underlying course is frozen, the construction shall be stopped. 3.5 MAINTENANCE: Following the completion of the base course, the Contractor shall perform all maintenance work necessary to keep the aggregate in a satisfactory condition until acceptance of the project. The surface AGGREGATE BASE COURSE 02232 - I DOWNTOWN ALLEY ENHANCEMENTS shall be kept clean and free from foreign material. The base course shall be properly drained at all times. Any work or restitution necessary shall be performed at the expense of the Contractor. END OF SECTION 02232 AGGREGATE BASE COURSE 02232 - 2 DOWNTOWN ALLEY ENHANCEMENTS SECTION 02300 — EARTHWORK AND TRENCHING PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division I Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: I . Preparing subgrades for slabs -on -grade pavements and exterior plants. 2. Subbase course for concrete pavements. 3. Subsurface drainage backfill for walls and trenches. 4. Excavating and backfilling trenches for buried mechanical and electrical utilities and pits for buried utility structures. B. Related Sections include the following: I. Division I Section "Construction Progress Documentation - 01320" for recording preexcavation and earthwork progress. 2. Division I Section "Construction Facilities and Temporary Controls - 01500" for temporary controls, utilities, and support facilities. 3. Division 2 Section "Site Clearing - 02230" for temporary erosion and sedimentation control measures, site stripping, grubbing, stripping topsoil, and removal of above- and below -grade improvements and utilities. 4. Division 2 Section "Exterior Plants - 02930" for planting bed establishment and tree and shrub pit excavation and planting. 5. Division 3 Section "Cast -in -Place Concrete - 03300" 1.3 DEFINITIONS A. Backfill: Soil material or controlled low -strength material used to fill an excavation. I. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to support sides of pipe. 2. Final Backfill: Backfill placed over initial backfill to fill a trench. B. Base Course: Course placed between the subbase course and hot -mix asphalt paving. C. Bedding Course: Course placed over the excavated subgrade in a trench before laying pipe. D. Borrow Soil: Satisfactory soil imported from off -site for use as fill or backfill. E. Excavation: Removal of material encountered above subgrade elevations and to lines and dimensions indicated. EARTHWORK AND TRENCHING 02300 - I 1.4 1.5 1.6 DOWNTOWN ALLEY ENHANCEMENTS I. Authorized Additional Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions as directed by Owner's Representative. Authorized additional excavation and replacement material will be paid for according to Contract provisions for changes in the Work. 2. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions without direction by Owner's Representative. Unauthorized excavation, as well as remedial work directed by Owner's Representative, shall be without additional compensation. F. Fill: Soil materials used to raise existing grades. G. Rock: Rock material in beds, ledges, unstratified masses, conglomerate deposits, and boulders of rock material 3/4 cu. yd. or more in volume that exceed a standard penetration resistance of 100 blows/2 inches when tested by an independent geotechnical testing agency, according to ASTM D 1586. H. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below the ground surface. 1. Subbase Course: Course placed between the subgrade and base course for hot -mix asphalt pavement, or course placed between the subgrade and a cement concrete pavement or a cement concrete or hot -mix asphalt walk. J. Subgrade: Surface or elevation remaining after completing excavation, or top surface of a fill or backfill immediately below subbase, drainage fill, or topsoil materials. K. Utilities: On -site underground pipes, conduits, ducts, and cables, as well as underground services within buildings. SUBMITTALS A. Product Data: For the following: I. Each type of plastic warning tape. 2. Geotextile. (if specified or noted in drawing details) 3. Controlled low -strength material, including design mixture. (CLSM) B. Material Test Reports: From a qualified testing agency indicating and interpreting test results for compliance of the following with requirements indicated: I. Classification according to ASTM D 2487 of each borrow soil material proposed for fill and backfill. 2. Laboratory compaction curve according to ASTM D 698 for each borrow soil material proposed for fill and backfill. QUALITY ASSURANCE A. Geotechnical Testing Agency Qualifications: ASTM E 329 to conduct soil materials and ASTM D 3740 and ASTM E 548. PROJECT CONDITIONS An independent testing agency qualified according to rock -definition testing, as documented according to EARTHWORK AND TRENCHING 02300 - 2 DOWNTOWN ALLEY ENHANCEMENTS A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted in writing by Owner's Representative and then only after arranging to provide temporary utility services according to requirements indicated. 1. Notify Owner's Representative not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Owner's Representative's written permission. 3. Contact utility -locator service for area where Project is located before excavating. B. Demolish and completely remove from site existing underground utilities indicated to be removed, or that have been abandoned and conflict with new installation. Coordinate with utility companies to shut off services if lines are active. PART2-PRODUCTS 2.1 SOIL MATERIALS A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations. B. Satisfactory Soils: ASTM D 2487 Soil Classification Groups GW, GP, GM, SW, SP, and SM, or a combination of these groups; free of rock or gravel larger than I" inches in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter. C. Unsatisfactory Soils: Soil Classification Groups GC, SC, CL, ML, OL, CH, MH, OH, and PT according to ASTM D 2487, or a combination of these groups. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of optimum moisture content at time of compaction. D. Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1-1/2-inch sieve and not more than 12 percent passing a No. 200 sieve. E. Engineered Fill: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a I- 1/2-inch sieve and not more than 12 percent passing a No. 200 sieve. F. Bedding Course: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; 3/8" minus gravel(CDOT No. 8 or 67); ASTM D 2940; except with l00 percent passing a 1-inch sieve and not more than 8 percent passing a No. 200 sieve. 2.2 GEOTEXTILES A. Separation Geotextile: Mirafi 140N or approved equal woven geotextile fabric, manufactured for separation applications, made from polyolefins or polyesters; with elongation less than 50 percent; complying with AASHTO M 288 and the following, measured per test methods referenced: I. Survivability: Class 2; AASHTO M 288. 2. Grab Tensile Strength: 247 lbf ; ASTM D 4632. 3. Sewn Seam Strength: 222 Ibf ; ASTM D 4632. 4. Tear Strength: 90 Ibf ; ASTM D 4533. 5. Puncture Strength: 90 Ibf ; ASTM D 4833. EARTHWORK AND TRENCHING 02300 - 3 DOWNTOWN ALLEY ENHANCEMENTS 6. Apparent Opening Size: No. 60 sieve, maximum; ASTM D 4751. 7. Permittivity: 0.02 per second, minimum; ASTM D 4491. 8. UV Stability: 50 percent after 500 hours' exposure; ASTM D 4355. 2.3 CONTROLLED LOW -STRENGTH MATERIAL A. Controlled Low -Strength Material: Low -density, self -compacting, Plowable concrete material as follows: 1. Portland Cement: ASTM C 150, Type H. 2. Fly Ash: ASTM C 618, Class C or F. 3. Normal -Weight Aggregate: ASTM C 33, 3/4-inch nominal maximum aggregate size. 4. Foaming Agent: ASTM C 869. 5. Water: ASTM C 94/C 94M. 6. Air -Entraining Admixture: ASTM C 260. B. Produce low -density, controlled low -strength material with the following physical properties: I. As -Cast Unit Weight: 36 to 42 lb/cu. ft. at point of placement, when tested according to ASTM C 138/C 138M. 2. Compressive Strength: 80 psi, when tested according to ASTM C 495. C. Produce conventional -weight, controlled low -strength material with 80-psi compressive strength when tested according to ASTM C 495. 2.4 ACCESSORIES A. Warning Tape: Acid- and alkali -resistant polyethylene film warning tape manufactured for marking and identifying underground utilities, 6 inches wide and 4 mils thick, continuously inscribed with a description of the utility; colored as follows: 1. Red: Electric. 2. Yellow: Gas, oil, steam, and dangerous materials. 3. Orange: Telephone and other communications. 4. Blue: Water systems. 5. Green: Sewer systems. PART 3 - EXECUTION 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations. B. Preparation of subgrade for earthwork operations including removal of vegetation, topsoil, debris, obstructions, and deleterious materials from ground surface is specified in Division 2 Section "Site Clearing - 02230." C. Protect and maintain erosion and sedimentation controls, which are specified in Division 2 Section "Site Clearing - 022301" during earthwork operations. EARTHWORK AND TRENCHING 02300 - 4 DOWNTOWN ALLEY ENHANCEMENTS D. Provide protective insulating materials to protect subgrades and foundation soils against freezing temperatures or frost. 3.2 DEWATERING A. Prevent surface water and ground water from entering excavations, from ponding on prepared subgrades, and from flooding Project site and surrounding area. B. Protect subgrades from softening, undermining, washout, and damage by rain or water accumulation. Reroute surface water runoff away from excavated areas. Do not allow water to accumulate in excavations. Do not use excavated trenches as temporary drainage ditches. Install a dewatering system to keep subgrades dry and convey ground water away from excavations. Maintain until dewatering is no longer required. 3.3 EXPLOSIVES A. Explosives: Do not use explosives. 3.4 EXCAVATION, GENERAL A. Unclassified Excavation: Excavate to subgrade elevations regardless of the character of surface and subsurface conditions encountered. Unclassified excavated materials may include rock, soil materials, and obstructions. No changes in the Contract Sum or the Contract Time will be authorized for rock excavation or removal of obstructions. If excavated materials intended for till and backfill include unsatisfactory soil materials and rock, replace with satisfactory soil materials. 3.5 EXCAVATION FOR WALKS AND PAVEMENTS A. Excavate surfaces under walks and pavements to indicated lines, cross sections, elevations, and subgrades. 3.6 SUBGRADE INSPECTION A. Notify Owner's Representative when excavations have reached required subgrade. B. If Owner's Representative determines that unsatisfactory soil is present, continue excavation and replace with compacted backfill or fill material as directed. C. Proof -roll subgrade below the building slabs and pavements with heavy pneumatic -tired equipment to identify soft pockets and areas of excess yielding. Do not proof -roll wet or saturated subgrades. I. Completely proof -roll subgrade in one direction, repeating proof -rolling in direction perpendicular to first direction. Limit vehicle speed to 3 mph . 2. Proof -roll with a loaded 10-wheel, tandem -axle dump trick weighing not less than 15 tons . 3. Excavate soft spots, unsatisfactory soils, and areas of excessive pumping or rutting, as determined by Owner's Representative, and replace with compacted backfill or fill as directed. EARTHWORK AND TRENCHING 02300 - 5 DOWNTOWN ALLEY ENHANCEMENTS D. Authorized additional excavation and replacement material will be paid for according to Contract provisions for changes in the Work. E. Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water, or construction activities, as directed by Owner's Representative, without additional compensation. 3.7 UNAUTHORIZED EXCAVATION A. Fill unauthorized excavation under foundations or wall footings by extending bottom elevation of concrete foundation or footing to excavation bottom, without altering top elevation. Lean concrete fill, with 28-day compressive strength of 2500 psi , may be used when approved by Owner's Representative. Fill unauthorized excavations under other construction or utility pipe as directed by Owner's Representative. 3.8 STORAGE OF SOIL MATERIALS A. Remove all stockpiles from site. Only materials immediately incorporated into the work shall be stockpiled. 3.9 BACKFILL A. Place and compact backfill in excavations promptly, but not before completing the following: 1. Construction below finish grade including, where applicable, subdrainage, dampproofing, waterproofing, and perimeter insulation. 2. Surveying locations of underground utilities for Record Documents. 3. Testing and inspecting underground utilities. 4. Removing concrete formwork. 5. Removing trash and debris. 6. Removing temporary shoring and bracing, and sheeting. 7. Installing permanent or temporary horizontal bracing on horizontally supported walls. B. Place backfill on subgrades free of mud, frost, snow, or ice. 3.10 UTILITY TRENCH BACKFILL A. Place backfill on subgrades free of mud, frost, snow, or ice. B. Place and compact bedding course, min. 6", on trench bottoms and where indicated. Shape bedding course to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of conduits. C. Backfill trenches excavated under footings and within 18 inches of bottom of footings with satisfactory soil; fill with concrete to elevation of bottom of footings. Concrete is specified in Division 3 Section "Cast -in -Place Concrete — 03300." D. Place and compact initial backfill of satisfactory soil, free of particles larger than l inch in any dimension, to a height of 12 inches over the utility pipe or conduit. EARTHWORK AND TRENCHING 02300 - 6 SECTION 00100 INSTRUCTIONS TO BIDDERS DOWNTOWN ALLEY ENHANCEMENTS Carefully compact initial backfill under pipe haunches and compact evenly up on both sides and along the full length of utility piping or conduit to avoid damage or displacement of piping or conduit. Coordinate backfilling with utilities testing. 2. Place backfill in 8" loose lifts compacted to 95% SPD +/- 2% E. Backfill voids with satisfactory soil while installing and removing shoring and bracing. F. Place and compact final backfill of satisfactory soil to final subgrade elevation. G. Install waming tape directly above utilities, 12 inches above top of pipe. 3.11 SOIL FILL A. Plow, scarify, bench, or break up sloped surfaces steeper than l vertical to 4 horizontal so fill material will bond with existing material. B. Place and compact fill material in layers to required elevations as follows: 1. Under grass and planted areas, use satisfactory soil material. 2. Under walks and pavements, use satisfactory soil material. 3. Under steps and ramps, use engineered fill. 4. Under building slabs, use engineered fill. C. Place soil fill on subgrades free of mud, frost, snow, or ice. 3.12 SOIL MOISTURE CONTROL A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill soil layer before compaction to within 2 percent of optimum moisture content. 1. Do not place backfill or fill soil material on surfaces that are muddy, frozen, or contain frost or ice. 2. Remove and replace, or scarify and air dry otherwise satisfactory soil material that exceeds optimum moisture content by 2 percent and is too wet to compact to specified dry unit weight. 3.13 COMPACTION OF SOIL BACKFILLS AND FILLS A. Place backfill and fill soil materials in layers not more than 8 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches in loose depth for material compacted by hand -operated tampers. B. Place backfill and fill soil materials evenly on all sides of structures to required elevations, and uniformly along the full length of each structure. C. Compact soil materials to not less than the following percentages of maximum dry unit weight according to ASTM D 698: 1. Under structures, building slabs, steps, and pavements, scarify and recompact top 8 inches of existing subgrade and each layer of backfill or fill soil material at 95 percent. 2. Under walkways, scarify and recompact top 6 inches below subgrade and compact each layer of backfill or fill soil material at 95 percent SPD. EARTHWORK AND TRENCHING 02300 - 7 DOWNTOWN ALLEY ENHANCEMENTS 3. Under lawn or unpaved areas, scarify and recompact top 6 inches below subgrade and compact each layer of backfill or fill soil material at 85 percent SPD. 4. For utility trenches, compact each layer of initial and final backfill soil material at 95 percent. 3.14 GRADING A. General: Uniformly grade areas to a smooth surface, free of irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated. 1. Provide a smooth transition between adjacent existing grades and new grades. 2. Cut out soft spots, fill low spots, and trim high spots to comply with required surface tolerances. B. Site Grading: Slope grades to direct water away from buildings and to prevent ponding. Finish subgrades to required elevations within the following tolerances: I. Lawn or Unpaved Areas: Plus or minus 1/2 inch. 2. Walks: Plus or minus 1/4 inch. 3. Pavements: Plus or minus 1/4 inch. 3.15 SUBBASE AND BASE COURSES A. Place base course on subgrades free of mud, frost, snow, or ice. B. On prepared subgrade, place basecourse under pavements and walks as follows: 1. Shape basecourse to required crown elevations and cross -slope grades. 2. Place basecourse 6 inches or less in compacted thickness in a single layer. 3. Place sbasecourse that exceeds 6 inches in compacted thickness in layers of equal thickness, with no compacted layer more than 6 inches thick or less than 3 inches thick. 4. Compact basecourse at optimum moisture content to required grades, lines, cross sections, and thickness to not less than 95 percent of maximum dry unit weight according to ASTM D 698. 3.16 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified independent geotechnical engineering testing agency to perform field quality -control testing. B. Allow testing agency to inspect and test subgrades and each till or backfill layer. Proceed with subsequent earthwork only after test results for previously completed work comply with requirements. C. Footing Subgrade: At footing subgrades, at least one test of each soil stratum will be performed to verify design bearing capacities. Subsequent verification and approval of other footing subgrades may be based on a visual comparison of subgrade with tested subgrade when approved by Owner's Representative. D. Testing agency will test compaction of soils in place according to ASTM D 1556, ASTM D 2167, ASTM D 2922, and ASTM D 2937, as applicable. Tests will be performed at the following locations and frequencies: 1. Paved and Building Slab Areas: At subgrade and at each compacted fill and backfill layer, at least I test for every 2000 sq. ft. or less of paved area or building slab, but in no case fewer than 3 tests. 2. Trench BackfilL At each compacted initial and final backfill layer, at least I test for each 150 feet or less of trench length, but no fewer than 2 tests. EARTHWORK AND TRENCHING 02300 - 8 DOWNTOWN ALLEY ENHANCEMENTS E. When testing agency reports that subgrades, fills, or backfills have not achieved degree of compaction specified, scarify and moisten or aerate, or remove and replace soil to depth required; recompact and retest until specified compaction is obtained. 3.17 PROTECTION A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris. B. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent construction operations or weather conditions. Scarify or remove and replace soil material to depth as directed by Owner's Representative; reshape and recompact. C. Where settling occurs before Project correction period elapses, remove finished surfacing, backfill with additional soil material, compact, and reconstruct surfacing. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to greatest extent possible. 3.18 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Disposal: Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off Owner's property. Don not stockpile materials, immediately remove from site. END OF SECTION 02300 EARTHWORK AND TRENCHING 02300 - 9 DOWNTOWN ALLEY ENHANCEMENTS SECTION 02510 - ASPHALT PAVEMENT PART I: GENERAL 1.1 RELATED DOCUMENTS: The General Contract Conditions, Drawings, and Division - I Specification sections apply to Work of this section. 1.2 SUMMARY: A. Work includes: Constructing one or more surface courses composed of a mixture of aggregate, filler if required, and bituminous material, placed on a prepared base. B. Related work: 1. Construction Surveying — Section 01050. 2. Quality control — Section 01400. 3. Materials and Equipment — Section 01600. 4. Earthwork and Trenching — Section 02300. 5. Aggregate base course — Section 02232. 6. Concrete Flatwork — Section 02520. 1.3 REFERENCES: All pavements shall be installed in accordance with LCUASS. PART 2: PRODUCTS A. Refer to City of Fort Collins approved list of HMAP Mix Designs. 1. Asphalt binder shall be PG 64-22. PART 3: EXECUTION A. Pavement section shall be installed in accordance with minimum LCUASS sections. a. Sub -grade shall be reconditioned to a minimum depth of 8" and shall be moisture conditioned and compacted to 95% standard proctor. b. Minimum asphalt thickness to be 6 inches but no less than that required by the City of Fort Collins Engineering Department according to the current street classification. END OF SECTION 02510 ASPHALT PAVING 2510 - I DOWNTOWN ALLEY ENHANCEMENTS SECTION 02580 — TRAFFIC MARKINGS PARTI-GENERAL 1.1 RELATED DOCUMENTS: The General Contract Conditions, Drawings and Division - 1 Specification sections apply to Work of this section. 1.2 SUMMARY: A. Work Includes: Furnishing and applying traffic markings as shown on the Drawings and as di- rected by the Owner's Representative. B. Related Work: 1. Asphalt Pavement — Section 02510 1.3 SUBMITTALS: As specified in Section 01300. Certificate from manufacturer that materials meet re- quirements specified. 1.4 PROJECT CONDITIONS: Apply traffic markings only during daylight hours, when air and pavement temperatures exceed 40 degrees F, weather conditions are favorable, and surface is clean and dry. PART2-PRODUCTS 2.1 PAINT: AASHTO M248-86, Type F, white or yellow traffic paint. PART 3 - EXECUTION 3.1 PREPARATION: Thoroughly clean all surfaces where markings are to be applied by brooming, airblasting, or other acceptable method. Surface shall be thoroughly dry prior to application. 3.2 PATTERNS: A. Parking Lot Striping: Lines shall be 4 inches wide, plus or minus 1/4 inch. Double lines shall be 6 inches apart. B. Crosswalks and Symbols: Refer to drawings for dimensions. 3.3 PAINT: A. Line Location: Before applying paint, chalk all striping locations for approval by Owner's Repre- sentative to ensure accurate location of line. B. Equipment: Spray machine equipped with mechanical agitator, multiple applicators, and auto- matic skip control, capable of painting a clean -edged stripe of the designated width. Spray nozzle and bead dispenser shall be shielded to prevent over spraying. Use adequate hand operated equipment in areas not accessible to striping machine. C. Minimum Application Rates: 1. 4-Inch Traffic Stripes: 0.005 gallon per linear foot. 2. Legends and Symbols: 0.01 gallon per square foot. TRAFFIC MARKINGS 02580 - 1 DOWNTOWN ALLEY ENHANCEMENTS 3.4 ACCEPTANCE: Markings shall be accurately placed, and appear clean and uniform day and night. Un- satisfactory markings shall be corrected at no additional expense to the Owner. 3.5 PROTECTION: Protect pavement markings until dry or bonded. END OF SECTION 02580 TRAFFIC MARKINGS 02580 - 2 DOWNTOWN ALLEY ENHANCEMENTS SECTION 02780 - INTERLOCKING CONCRETE PAVERS PARTI GENERAL 1.01 SUMMARY A. Section Includes: 1. Interlocking Concrete Paver Units (manually installed or mechanically installed). 2. Bedding and Joint Sand. 3. Joint sand stabilizers. 1.02 REFERENCES A. American Society for Testing and Materials (ASTM): 1. ASTM C 33, Standard Specification for Concrete Aggregates. 2. C 67, Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile, Section 8, Freezing and Thawing. 3. ASTM C 136, Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates. 4. ASTM C 140, Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units. 5. ASTM C 144, Standard Specification for Aggregate for Masonry Mortar. 6. ASTM C 936, Standard Specification for Solid Concrete Interlocking Paving Units. 7. ASTM C 979, Standard Specification for Pigments for Integrally Colored Concrete. 8. ASTM D 698, Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,000 ft-Ibf/ft' (600 kN-m/m3)). 9. ASTM D 1557, Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN-m/m')). 10. ASTM D 2940, Specification for Graded Aggregate Material for Bases or Subbases for Highways or Airports. B. Interlocking Concrete Pavement Institute (ICPI): I. ICPI Tech Spec Technical Bulletins 1.03 SUBMITTALS A. In accordance with Conditions of the Contract and Division 1 Submittal Procedures Section. B. Manufacturer's drawings and details: Indicate perimeter conditions, relationship to adjoining materials and assemblies, concrete paver installation and setting details. C. Sieve analysis per ASTM C 136 for grading of bedding sand. D. Concrete pavers I. Four representative full-size samples of each paver type, thickness, color, finish that indicate the range of color variation and texture expected in the finished installation. Color(s) selected by Landscape Architect from manufacturer's available colors. 2. Accepted samples become the standard of acceptance for the work. 3. Test results from an independent testing laboratory for compliance of concrete pavers with ASTM C 936. 4. Manufacturer's certification of concrete pavers by ICPI as having met applicable ASTM standards. 5. Manufacturer's catalog product data, installation instructions, and material safety data sheets for the safe handling of the specified materials and products. E. Paver Installation Subcontractor: I. A copy of Subcontractor's current certificate from the Interlocking Concrete Pavement Institute Concrete Paver Installer Certification program. 2. Job references from projects of a similar size and complexity. Provide Owner/Client/General Contractor names, postal address, phone, fax, and email address. 1.04 QUALITY ASSURANCE INTERLOCKING CONCRETE PAVERS 02780 - 1 DOWNTOWN ALLEY ENHANCEMENTS A. Paving Subcontractor Qualifications: I. Utilize an installer having successfully completed concrete paver installation similar in design, material, and extent indicated on this project. 2. Utilize an installer holding a current certificate from the Interlocking Concrete Pavement Institute Concrete Paver Installer Certification program. C. Mock -Ups: I. • Install a 10 ft x 10 ft paver area. 2. Use this area to determine surcharge of the bedding sand layer, joint sizes, lines, laying pattem(s), color(s) and texture of the job. 3. This area will be used as the standard by which the work will be judged. 4. Subject to acceptance by owner, mock-up may be retained as part of finished work. 5. If mock-up is Got retained, remove and properly dispose of mock-up. 1.05 DELIVERY, STORAGE & HANDLING A. Comply with manufacturer's ordering instructions and lead-time requirements to avoid construction delays. B. Delivery: Deliver materials in manufacturer's original, unopened, undamaged containers packaging with identification labels intact. 1. Coordinate delivery and paving schedule to minimize interference with normal use of buildings adjacent to paving. 2. Deliver concrete pavers to the site in steel banded, plastic banded or plastic wrapped packaging capable of transfer by forklift or clamp lift. 3. Unload pavers at job site in such a manner that no damage occurs to the product. C. Storage and Protection: Store materials protected such that they are kept free from mud, dirt, and other foreign materials. 1. Cover bedding sand and joint sand with waterproof covering if needed to prevent exposure to rainfall or removal by wind. Secure the covering in place. 1.06 PROJECT/SITE CONDITIONS A. Environmental Requirements: 1. Do not install sand or pavers during heavy rain or snowfall. 2. Do not install sand and pavers over frozen base materials. 3. Do not install frozen sand or saturated sand. 4. Do not install concrete pavers on frozen or saturated sand. 1.07 MAINTENANCE A. Extra Materials: Provide additional material for use by owner for maintenance and repair. Provide owner with one pallet of each type of paver and deliver to City of Fort Collins, Parks Maintenance Shop. B. Pavers shall be from the same production run as installed materials. PART2 PRODUCTS 2.01 INTERLOCKING CONCRETE PAVERS A. Manufacturer: Pavestone, Inc. B. Interlocking Concrete Pavers: I. Paver Type: City Stone, Plaza Stone. a. Material Standard: Comply with material standards set forth in ASTM C 936. b. Color : Refer to Drawings for colors and locations. e. Average Compressive Strength (C140): 8000 psi (55 MPa) with no individual unit under 7200 psi (50 MPa) per ASTM C 140. f. Average Water Absorption (ASTM C 140): 5% with no unit greater than 7%. g. Freeze/Thaw Resistance (ASTM C 67): Resistant to 50 freeze/thaw cycles with no greater than 1% loss of material. INTERLOCKING CONCRETE PAVERS 02780 - 2 DOWNTOWN ALLEY ENHANCEMENTS 2.02 PRODUCT SUBSTITUTIONS A. Substitutions: No substitutions permitted. 2.03 BEDDING AND JOINT SAND A. Provide bedding and joint sand as follows: 1. Joint Sand Material Requirements: Techniseal HP Polymeric Joint Sand — Available from Pavestone (Henderson Distributor) 9401 E. 96th Ave. Henderson, CO, USA 303- 287-3700 2. Do not use limestone screenings, stone dust, or sand for the bedding sand material that does not conform to the grading requirements of ASTM C 33. 3. Do not use mason sand or sand conforming to ASTM C 144 for the bedding sand. 4. Where concrete pavers are subject to vehicular traffic, utilize sands that are as hard as practically available. 5. Sieve according to ASTM C 136. 6. Bedding Sand Material Requirements: Conform to the grading requirements of ASTM C 33. 2.05 ACCESSORIES B. Joint sand stabilizers (Included in Techniseal HP Polymeric Sand) 1. Material Type and Description: Techniseal HP Polymeric Sand. 2. Manufacturer: Techniseal. PART 3 EXECUTION 3.01 ACCEPTABLE INSTALLERS A. ICPI Certified Installer 3.02 EXAMINATION A. Acceptance of Site Verification of Conditions: I. General Contractor shall inspect, accept and certify in writing to the paver installation subcontractor that site conditions meet specifications for the following items prior to installation of interlocking concrete pavers. a. Verify that subgrade preparation, compacted density and elevations conform to specified requirements. b. Verify that geotextiles, if applicable, have been placed according to drawings and specifications. C. Verify that Aggregate base materials, thickness, compacted density, surface tolerances and elevations conform to specified requirements. d. Provide written density test results for soil subgrade and aggregate base materials to the Owner, General Contractor and paver installation subcontractor. e. Verify location, type, and elevations of edge restraints, concrete collars around utility structures, and drainage inlets. Do not proceed with installation of bedding sand and interlocking concrete pavers until base conditions are corrected by the General Contractor or designated subcontractor. 3.03 PREPARATION A. Verify base is dry, certified by General Contractor as meeting material, installation and grade specifications. B. Verify that base is ready to support sand, edge restraints, pavers and imposed loads. 3.04 INSTALLATION A. Spread bedding sand evenly over the base course and screed to a nominal I in. thickness, not exceeding 1 l/2 in. (40 mm) thickness. Spread bedding sand evenly over the base course and INTERLOCKING CONCRETE PAVERS 02780 - 3 DOWNTOWN ALLEY ENHANCEMENTS screed rails, using the rails and/or edge restraints to produce a nominal I in. (25 mm) thickness, allowing for specified variation in the base surface. 1. Do not disturb screeded sand. 2. Screeded area shall not substantially exceed that which is covered by pavers in one day. 3. Do not use bedding sand to fill depressions in the base surface. B. Lay pavers in pattem(s) shown on drawings. Place units hand tight without using hammers. Make horizontal adjustments to placement of laid pavers with rubber hammers and pry bars as required. C. Provide joints between pavers 1/8 in. wide. No more than 5% of the joints shall exceed 1/4 in. wide to achieve straight bond lines. D. Joint lines shall not deviate more than f l/2 in. over 50 ft. from string lines. E. Fill gaps at the edges of the paved area with cut pavers or edge units. F. Cut pavers to be placed along the edge with a masonry saw. Note. Specify requirements for edge treatment in paragraph below. G. Adjust bond pattern at pavement edges such that cutting of edge pavers is minimized. All cut pavers exposed to vehicular tires shall be no smaller than one-third of a whole paver. H. Keep skid steer and forklift equipment off newly laid pavers that have not received initial compaction and joint sand. 1. Use a low -amplitude plate compactor capable of at least minimum of 4,000 Ibf (18 kN) at a frequency of 75 to 100 Hz to vibrate the pavers into the sand. Remove any cracked or damaged pavers and replace with new units. J. Simultaneously spread, sweep and compact dry joint sand into joints continuously until full. This will require at least 4 to 6 passes with a plate compactor. Do not compact within 6 ft (2 m) of unrestrained edges of paving units. K. All work within 6 ft. (2 m) of the laying face must shall be left fully compacted with sand -filled joints at the end of each day or compacted upon acceptance of the work. Cover the laying face or any incomplete areas with plastic sheets overnight if not closed with cut and compacted pavers with joint sand to prevent exposed bedding sand from becoming saturated from rainfall. L. Remove excess sand from surface when installation is complete. NI. Allow excess joint sand to remain on surface to protect pavers from damage from other trades. Remove excess sand when directed by Landscape Architect. N. Surface shall be broom cleaned after removal of excess joint sand. 3.05 FIELD QUALITY CONTROL A. The final surface tolerance from grade elevations shall not deviate more than t l/4 in. (f l0 mm) under a 10 ft (3 m) straightedge. B. Check final surface elevations for conformance to drawings. C. The surface elevation of pavers shall be 1/8 in. to 1/4 in. (3 to 6 mm) above adjacent drainage inlets, concrete collars or channels. D. Lippage: No greater than 1/8 in. (3 mm) difference in height between adjacent pavers. 3.06 JOINT SAND STABILIZATION A. Apply joint sand stabilization materials between concrete pavers in accordance with the manufacturer's written recommendations. 3.07 PROTECTION A. After work in this section is complete, the General Contractor shall be responsible for protecting work from damage due to subsequent construction activity on the site. END OF SECTION INTERLOCKING CONCRETE PAVERS 02780 - 4 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 Rev o/20/07 Section 00100 Page 1 DOWNTOWN ALLEY ENHANCEMENTS SECTION 02810 - IRRIGATION PART L• GENERAL 1.01 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. It is understood that the payment of all development, plant investment, or any other fees and permits associated with the purchase and installation of the tap shall be done so by the Owner. C. Coordination of Utility Locates ("Call Before You Dig"). D. Excavation, installation, and backfill of tap into municipal water line. E. Excavation, installation, and backfill of water meter and vault. F. Verification of existing static pressure. G. Connection of electrical power supply to the irrigation control system. H. Maintenance period. I. Sleeving for irrigation pipe and wire. 1.02 RELATED WORK A. Division I - General Requirements: 1. Section 01330 - Submittals. 2. Section 01700 - Contract Closeout. 3. Section 01781 - Project Record Documents. B. Division 2 - Site Work: 1. Section 02300 —Earthwork and Trenching. 2. Section 02930 —Exterior Plants. 3. Section 02870—Site Furnishings. 4. Section 02232-Aggregate Base Course 1.03 SUBMITTALS A. Submit samples under provisions of Section 01330-Submittals. B. Deliver four (4) copies of all required submittals to the Owners' Representative within 15 days from IRRIGATION 02810- 1 DOWNTOWN ALLEY ENHANCEMENTS the date of Notice to Proceed. C. Materials List: Include pipe, fittings, mainline components, water emission components, control system components. Quantities of materials need not be included. D. Manufacturers' Data: Submit manufacturers' catalog cuts, specifications, and operating instructions for equipment shown on the materials list. E. 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. F. Project Record Drawings: Submit project record (as -built) drawings to Owner prior to commencement of maintenance period (refer to specification section 3.12 for specific requirements). 1.04 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. 1.05 TESTING A. Notify the Owners' Representative three days in advance of testing. B. Pipelines jointed with rubber gaskets or threaded connections may be 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. D. Famish clean, clear water, pumps, labor, fittings, and equipment necessary to conduct tests or retests. E. Hydrostatic Pressure Test: I. 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 for easy detection of leaks. 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. IRRIGATION 02810- 2 DOWNTOWN ALLEY ENHANCEMENTS 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. 1.06 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. 1.07 GURANTEE/ WARRANTY AND REPLACEMENT 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 (2) years from commencement of 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 days of notification from the Owners' Representative. B. Contract documents govem 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 2.01 QUALITY Use materials which are new and without flaws or defects of any type, and which are the best of their class and kind. 2.02 SUBSTITUTIONS Pipe sizes referenced in the construction documents are minimum sizes, and may be increased at the option of the Contractor. IRRIGATION 02810- 3 DOWNTOWN ALLEY ENHANCEMENTS 2.03 IRRIGATION TAP AND WATER METER A. Provide materials required by local codes for installation of the municipal water tap and associated piping. B. Provide materials required by local code for installation of the water meter and vault and associated piping. 2.04 SLEEVING 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 beneath drives and streets shall be PVC Schedule 40 pipe with solvent welded joints. D. Sleeving diameter: as indicated on the drawings and installation details or equal to twice that of the pipe or wiring bundle. 2.05 PIPE AND FITTINGS A. Mainline Pipe and Fittings: 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. 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 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: 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 0.613" for'/ -inch pipe. Use PVC /compression line fittings compatible with the drip lateral pipe. Use tubing stakes to hold above -ground pipe in place. 2. For Drip Laterals within pots and hanging baskets, utilize inline drip tubing per details. C. Specialized Pipe and Fittings: Copper pipe: Use Type "K" rigid (soft for service line) 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. 2. Use a dielectric union wherever a copper -based metal (copper, brass, bronze) is joined to an IRRIGATION 02810- 4 DOWNTOWN ALLEY ENHANCEMENTS 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 be rated at 315 psi, and use O-ring and street elbow construction. 4. Assemblies calling for threaded pipe connections shall utilize PVC Schedule 80 nipples and PVC Schedule 40 or 80 threaded fittings. 5. 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. 2.06 MAINLINE COMPONENTS C. Main System Shutoff Valve: As per local practice and in compliance with local code. D. Winterization Assembly: As per local practice and in compliance with local code. E. Backflow Prevention Assembly: As presented in the installation details. F. Master Valve Assembly: As presented in the installation details. G. Flow Sensor Assembly: As presented in the installation details. H. 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. I. Quick Coupling Valve Assembly: Double swing joint arrangement as presented in the installation details. 2.07 DRIP IRRIGATION COMPONENTS C. 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. Use standard Christy I.D. tags with hot -stamped black letters on a yellow background. 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. Install Hunter ICD 100 decoder on each valve for communication on 2- wire control system. 2. Paver shall be installed on top of box per irrigation details and landscape details and specifications. 3. Mark Paver with `X' per Landscape Architect, for easy detection. D. Drip Emitter Assembly: 2. 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. 3. Install emitter types and quantities on the following schedule: a. Ground cover plant: I single outlet emitter each or I single outlet emitter per square foot of planting area, whichever is less. IRRIGATION 02810- 5 DOWNTOWN ALLEY ENHANCEMENTS b. Shrub: 2 single outlet emitters each. c. Tree: 4 single outlet emitters each or l multi -outlet emitter each (with 4 outlets open). 4. 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. E. Pots drip system Assembly: As presented in the drawings and installation details. 2. Install 6" round emitter box within pot to house union and elbow transition from poly riser to inline drip tubing. F. Flush Cap Assembly: as presented in the installation details. Locate at the end of each drip irrigation lateral pipe. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly. 2.08 CONTROL SYSTEM COMPONENTS C. Irrigation Controller Unit: 2. As presented in the drawings and installation details. 3. Primary surge protection arrestors: Per Manufacturer's recommendations. 4. Valve output surge protection arrestors: Per Manufacturer's recommendations. 5. Lightning protection: 8-foot copper -clad grounding rod. 6. Wire markers: Pre -numbered or labeled with indelible non -fading ink, made of permanent, non - fading material. 7. Valve output surge protection arrestors: As recommended by controller manufacturer. Ground every 12 decoders or 1,000 feet per Hunter specifications. 8. Ground the end of every wire run per Hunter. specifications D. Instrumentation: 2. As presented in the drawings and installation details. 3. Rain Sensor: Wireless Rain-Clik as manufactured by Hunter, Inc. Install in coordination with City Parks Irrigation Staff member Steve Lukowski (416-2063). 4. Flow Sensor: Per details E. Control Wire: 2. Use Hunter IDEWIREI (#14 AWG wires) for power to decoders. Install per Hunter specifications. 3. 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. 4. 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. 5. Encase wiring not located near PVC irrigation pipe in PVC Schedule 40 electrical [MGAT[ON 02810- 6 DOWNTOWN ALLEY ENHANCEMENTS conduit. 2.09 OTHER COMPONENTS C. 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"): I. 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: pipe, control valves, controller, and isolation valves. B. Install all mainline pipe and mainline components inside of project property lines. 3.3 EXCAVATION, TRENCHING, AND BACKFILLING A. Excavate to permit the pipes to be laid at the intended elevations and to permit work space for installing connections and fittings. B. Minimum cover (distance from top of pipe or control wire to finish grade): I. 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. 2. Install laterals at depths noted in details. IRRIGATION 02810- 7 DOWNTOWN ALLEY ENHANCEMENTS a. Contractor shall note that any laterals that cross other utilities may be at a greater depth. C. Backfill only after lines have been reviewed and tested. D. For mainline, wires, and laterals installed within planter beds, 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 planter beds in either of the following manners: 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 in planter beds 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 initial testing shall be at the Owner's expense. 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. 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. 3.4 IRRIGATION TAP AND WATER METER A. City of Fort Collins shall install the municipal water tap. B. Install the water meter and vault and associated piping in conformance with local regulations. 3.5 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 four inches into pull box or six inches past the edge of the paved surface (such as a shrub bed). Cover pipe ends and mark with stakes. C. Bore for sleeves under obstructions which cannot be removed. Employ equipment and methods designed for horizontal boring. 3.6 ASSEMBLING PIPE AND FITTINGS A. General: Keep pipe free from dirt and pipe scale. Cut pipe ends square and debur. Clean pipe ends. Keep ends of assembled pipe capped. Remove caps only when necessary to continue assembly. IRRIGATION 02810- 8 DOWNTOWN ALLEY ENHANCEMENTS B. Mainline Pipe and Fittings: I. 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: I. 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 within the trench, on the soil surface, and hold in place with tubing stakes spaced every five feet. 2. 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. 3.7 INSTALLATION OF MAINLINE COMPONENTS A. Main System Shut Off Valve: Install where indicated on the drawings. IRRIGATION 02810- 9 DOWNTOWN ALLEY ENHANCEMENTS B. Winterization Assembly: Install where indicated on the drawings. C. Backflow Prevention Assembly: Install where indicated on the drawings. Install assembly so that its elevation, orientation, access, and drainage conform to the manufacturer's recommendations and applicable health codes. D. Master Valve Assembly: Install where indicated on the drawings. E. Flow Sensor Assembly: Install where indicated on the drawings. F. 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. G. Quick Coupling Valve Assembly: Install where indicated on the drawings. 3.8 INSTALLATION OF DRIP IRRIGATION COMPONENTS A. Remote Control Valve (RCV) Assembly for Drip Laterals: 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 during sprinkler layout review with City Parks Irrigation Staff Member Steve Lukowski. IRRIGATION 02810- 10 Collins in determining whether a bidder is responsible, the following 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. Rev10/20/07 Section 00100 Page 2 DOWNTOWN ALLEY ENHANCEMENTS 2. Lightning protection: Ground rods are to have a minimum diameter of 5/8" and a minimum length of 8 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 shall be connected to the ground rod by the installer using a Cadweld GR 1161 G "One -Shot" welding kit [Paige Electric part number 1820037.] 3. Lightning protection: Provide on all remote control valve wiring as recommended by the manufacturer. Provide other components such as ground rod, grounding wire, etc., to manufacturer's recommendations. 4. Install primary surge protection arrestors on incoming power lines. 5. Install one valve output surge protection arrestor on each control wire and one for the common wire. 6. 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. 7. Install a 120-volt, 15 amp switched and grounded 3-prong receptacle with GFIC inside the controller unit housing. 8. Connect control wires to the corresponding controller terminal. B. Instrumentation: 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 l-inch pipe. Coil 24-inch length of wire within each remote control valve box. 3. 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. 4. 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. 5. Encase wire not installed with PVC mainline pipe in electrical conduit. 3.10 INSTALLATION OF OTHER COMPONENTS IRRIGATION 02810- 11 DOWNTOWN ALLEY ENHANCEMENTS A. Tools and Spare Parts: Prior to the Pre -Maintenance Review, supply to the Owner operating keys, servicing tools, and test equipment. 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. 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 bond 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. Upon completion of Final Review, maintain irrigation system for a duration of 30 calendar days. Make periodic examinations and adjustments to irrigation system components so as to achieve the most desirable application of water. 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 IRRIGATION 02810- 12 DOWNTOWN ALLEY ENHANCEMENTS SECTION 02870 - SITE FURNISHINGS PART I: GENERAL 1.01 SUMMARY A. Furnish all labor, materials, supplies, equipment, tools, and transportation, and perform all operations in connection with and reasonably incidental to complete installation of site work and site furnishings, bench, trash receptacles. Install per manufacturer's specifications. 1.02 SUBMITTALS A. Submit samples under provisions of Section 01330 - Submittal Procedures. B. Manufacturer's Technical Literature: Submit manufacturer's specifications, cut sheets, shop drawings, and color samples for: 1. Trash Receptacles. 2. Planter Pots. 3. Ash Ums. 4. Bike Racks. 1.03 HANDLING AND STORAGE A. Protect all materials from damage, deterioration, or loss of any kind while in storage and during construction. B. Ensure that materials have not been damaged during shipping. No damaged materials shall be accepted. If materials have been damaged beyond repair, they must be replaced with new materials of the same type and kind at no additional cost to the Owner. Damaged materials that have been repaired will be accepted only if the damaged part or parts can be replaced with a completely new manufacturer - supplied part or parts of the same type and kind. PART 2: MATERIALS 2.01 ASH URN A. Grenadier (Storm Cloud) by Landscape Forms, Inc. 431 Lawndale Ave. Kalamazoo, M[ 49048 269- 381-3455 (no substitutions) 2.02 TRASH RECEPTACLE B. WS-302 (Steel — S 19 grey, Concrete — JC 10 grey) by Wausau Tile, Inc. 9001 Bus. Hwy 51 Rothschild, WI 54474, 715-359-3121. (no substitutions) 2.03 PLANTER POTS C. Wausau Tile SL 402 (French Grey), by Wausau Tile, Inc. 9001 Bus. Hwy 51 Rothschild, W[ 54474, 715-359-3121. (no substitutions) D. Wausau Tile SL 402 (Sand), by Wausau Tile, Inc. 9001 Bus. Hwy 51 Rothschild, WI 54474, 715-359- 3121. (no substitutions) SITE FURNISHINGS 02870 - 1 DOWNTOWN ALLEY ENHANCEMENTS 2.04 BIKE RACKS A. Ride (Silver), by Landscape Forms, Inc. 431 Lawndale Ave. Kalamazoo, MI 49048 269-381-3455. (no substitutions) PART 3: EXECUTION 3.01 ASH URNS, TRASH RECEPTACLES, PLANTER POTS, BIKE RACKS A. Locate all furniture on site for review by Owner's Representative. All Trash receptacles, planter pots, and benches shall be set plumb and level. Install per manufacturer's recommendations. Prior to completion of project, clean all furniture, as needed, to remove any dust and dirt. Provide a clean factory finish at time of final review. END OF SECTION 02870 SITE FURNISHINGS 02870 - 2 DOWNTOWN ALLEY ENHANCEMENTS SECTION 02930 - EXTERIOR PLANTS PARTI-GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes the following: 1. Trees. 2. Shrubs. 3. Ground cover. 4. Plants. 5. Edgings. B. Related Sections include the following: 1. Division 2 Section "Earthwork and Trenching - 02300" for excavation, filling, and rough grading and for subsurface aggregate drainage and drainage backfill materials. 2. Division 2 Section "Site Furnishings - 02870" for tree grates, hanging baskets, and planter pots. 1.03 DEFINITIONS A. 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 Colorado Nursery Act - 1990 for type and size of tree or shrub required; wrapped, tied, rigidly supported, and drum -laced as recommended by Colorado Nursery Act - 1990. B. 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 Colorado Nursery Act - 1990 for type and size of exterior plant required. C. Bare -Root Stock: Exterior plants with a well -branched, fibrous -root system developed by transplanting or root pruning, with soil or growing medium removed, and with not less than minimum root spread according to Colorado Nursery Act - 1990 for kind and size of exterior plant required. D. 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 Colorado Nursery Act - 1990 for kind, type, and size of exterior plant required. E. Fabric Bag -Grown Stock: Healthy, vigorous, well -rooted exterior plants established and grown in - ground in a porous fabric bag with well -established root system reaching sides of fabric bag. Fabric bag size is not less than diameter, depth, and volume required by Colorado Nursery Act - 1990 for type and size of exterior plant. EXTERIOR PLANTS 02930- t DOWNTOWN ALLEY ENHANCEMENTS F. Finish Grade: Elevation of finished surface of planting soil. G. Manufactured Topsoil: Soil produced off -site by homogeneously blending mineral soils or sand with stabilized organic soil amendments to produce topsoil or planting soil. H. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to become topsoil; mixed with soil amendments. I. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill, before placing planting soil. 1.04 SUBMITTALS A. Product Data: For each type of product indicated. B. Samples for Verification: For each of the following: 1. Rock mulch 2. Organic mulch 3. Planter pot soil mix 4. Weed barrier 5. Fertilizers 6. Soil analysis 7. List of Plant Material Sources C. Product Certificates: For each type of manufactured product, signed by product 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. Qualification Data: For landscape Installer & Applicator per state standards E. Material Test Reports: For existing surface soil and imported topsoil. 1.05 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 exterior planting is in progress. B. Provide quality, size, genus, species, and variety of exterior plants indicated, complying with applicable requirements in Colorado Nursery Act - 1990, "American Standard for Nursery Stock." Selection of exterior plants purchased under allowances will be made by Owner's Representative, who will tag plants at their place of growth before they are prepared for transplanting. C. Tree and Shrub Measurements: Measure according to Colorado Nursery Act - 1990 with branches and trunks or canes in their normal position. Do not prune to obtain required sizes. Take caliper measurements 6 inches above ground for trees tip to 4-inch caliper size, and 12 inches above ground for EXTERIOR PLANTS 02930-2 DOWNTOWN ALLEY ENHANCEMENTS larger sizes. Measure main body of tree or shrub for height and spread; do not measure branches or roots tip -to -tip. D. Observation: Owner's Representative may 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. Owner's 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. E. Notify Owner's Representative of sources of planting materials seven days in advance of delivery to site. Plant materials will be subject to inspection on the site prior to planting. Owner's Representative reserves the right to reject material on site. Contractor must notify Owner's Representative forty eight (48) hours prior to planting, F. Pre -installation Conference: Conduct conference at Project site to comply with requirements in Division I Section "Project Management and Coordination - 01310." 1.06 DELIVERY, STORAGE, AND HANDLING A. Deliver exterior plants freshly dug. Immediately after digging up bare -root stock, pack root system in wet straw, hay, or other suitable material to keep root system moist until planting. B. Do not prune shrubs before delivery, except as approved by Owner'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. C. Handle planting stock by root ball. D. 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 trees in shade, protect from weather and mechanical damage, and keep roots moist. I. Heel -in bare -root stock. Soak roots in water for two hours if dried out. 2. Set balled stock on ground and cover ball with soil, peat moss, sawdust, or other acceptable material. 3. Do not remove container -grown stock from containers before time of planting. 4. 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. 1.07 COORDINATION A. Planting Restrictions: Planting to occur April 15`1" through October 151h' unless otherwise approved by the Owner's Representative. Coordinate planting period with maintenance period to provide required maintenance from date of Substantial Completion. B. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit. No planting operations shall take place when the site is excessively wet or without Owner's Representative approval during freezing temperatures or during periods of restrictive drought and watering. Planting schedule to be approved by Owner's representative. EXTERIOR PLANTS 02930-3 DOWNTOWN ALLEY ENHANCEMENTS C. Installation of plant materials: Shall not be undertaken until adjacent site improvements and pavements are complete. 1.08 WARRANTY A. Special Warranty: Warrant the following exterior plants, for the warranty period indicated, against defects including death and unsatisfactory growth, except from incidents that are beyond Contractor's control. B. Upon completion of all planting operations, the Contractor shall notify the Owner's Representative to inspect the work. C. A two year period from date of substantial completion. At the end of May all plant materials must be alive and in excellent condition, as when initially accepted. I. Warranty Period for Trees and Shrubs: Two years from date of Substantial Completion. 2. Warranty Period for Ground Cover and perennial Plants: Two years from date of Substantial Completion. 3. Remove dead exterior plants within seven days after notification by Owner's Representative. Replace immediately unless required to plant in the succeeding planting season. 4. Replace exterior plants that are more than 10 percent dead or in an unhealthy condition at end of warranty period. 1.09 MAINTENANCE A. Minor vandalism or damage to the trees or shrubs shall be the responsibility of the Contractor until all work is finally accepted by the Owner's Representative. Major vandalism or damage caused by others, through no fault of the Contractor or his subcontractors, shall be immediately brought to the attention of the Owner's Representative. B. Final acceptance of all planting work will be made upon the completion of all work under this section. C. Any time during the warranty period following final acceptance of all work, and at no additional cost to the Owner, the Contractor is to replace any trees or shrubs, ground covers and perennials that are dead, or that are, in the sole opinion of the City Forester and City Horticulturist or their designated representative, in unhealthy or unsightly condition. All replacement planting is to be done no later than the next succeeding planting season. Replacement of planting is to be in accordance with the original specifications and its cost to be included in the bid price. All areas damaged by tree, shrub ground cover or perennials planting or replacement operations are to be fully restored to their original condition as specified. PART 2-PRODUCTS 2.01 TREE AND SHRUB MATERIAL A. General: Furnish nursery -grown trees and shrubs complying with Colorado Nursery Act - 1990, 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. EXTERIOR PLANTS 02930-4 DOWNTOWN ALLEY ENHANCEMENTS B. Grade: Provide trees and shrubs of sizes and grades complying with Colorado Nursery Act — 1990 for type of trees and shrubs required. Trees and shrubs of a larger size may be used if acceptable to Owner's Representative, with a proportionate increase in size of roots or balls. C. Label each tree and shrub with securely attached, waterproof tag bearing legible designation of botanical and common name. D. Label at least one tree and one shrub of each variety and caliper with a securely attached, waterproof tag bearing legible designation of botanical and common name. E. If formal arrangements or consecutive order of trees or shrubs is shown, select stock for uniform height and spread, and number label to assure symmetry in planting. F. Plants shall have a habit of growth that is normal for the species and shall be sound, healthy, vigorous and free from insects, pests, diseases and injuries. All plants shall equal or exceed the measurements specified in the plant list, which are minimum acceptable sizes. They shall be measured and approved by the City Forester or designated representative, the Landscape Architect and at the Contractor's holding area or nursery. Any necessary pruning shall be done at the time of planting. Requirements for the measurement, branching, grading, quality, balling and burlapping of plants shall equal or exceed the code of standards currently recommended by the American Nurserymen Standards. Colorado Nursery Act - 1990. G. All trees shall be of suitable species for growing and surviving in Fort Collins, Colorado. The source of trees for this project shall be from either Colorado or from nurseries located in USDA hardiness zones 2, 3,4,or5. H. Deciduous tree caliper in inches shall be measured at a height of six inches (6") above the normal soil level at which the tree was originally growing. Deciduous trees involved in this bid shall be only those with a single straight trunk unless otherwise specified. The trees shall have their trunks free of side branches and sucker growth to a height of at least four feet (4') above the ground before planting. 2.02 SHADE AND FLOWERING TREES A. Shade Trees: Single -stem trees with straight trunk, well-balanced crown, and intact leader, of height and caliper indicated, complying with Colorado Nursery Act - 1990 for type of trees required. Matched sets as specified on the Drawings 1. Provide balled and burlapped or container -grown trees. 2. Branching Height: One-third to one-half of tree height. B. Small Trees: Branched or pruned naturally according to species and type, with relationship of caliper, height, and branching according to Colorado Nursery Act - 1990; stem form as follows: 1. Stem Form: Single stem 2. Provide balled and burlapped or container -grown trees. C. Multistem Trees: Branched or pruned naturally according to species and type, with relationship of caliper, height, and branching according to Colorado Nursery Act - 1990; stem form as follows: 1. Stem Form: Clump 2. Provide balled and burlapped or container grown trees. 2.03 DECIDUOUS SHRUBS EXTERIOR PLANTS 02930-5 DOWNTOWN ALLEY ENHANCEMENTS A. Form and Size: Deciduous shrubs with not less than the minimum number of canes required by and measured according to Colorado Nursery Act - 1990 for type, shape, and height of shrub. Provide balled and burlapped or container -grown trees. 2.06 GROUND COVER PLANTS A. Ground Cover: Provide ground cover of species indicated, established and well rooted in pots or similar containers, and complying with Colorado Nursery Act — 1990. 2.07 PLANTS A. Annuals: Provide healthy, disease -free plants of species and variety shown or listed. Provide only plants that are acclimated to outdoor conditions before delivery and that are in bud but not yet in bloom. B. Perennials: Provide healthy, field -grown plants from a commercial nursery, of species and variety shown or listed. C. Fast- Growing Vines: Provide vines of species indicated complying with requirements in Colorado Nursery Act - 1990 as follows: 1. Two-year plants with heavy, well -branched tops, with not less than 3 runners 18 inches or more in length, and with a vigorous well -developed root system. 2. Provide field -grown vines. Vines grown in pots or other containers of adequate size and acclimated to outside conditions will also be acceptable. 2.08 TOPSOIL A. Topsoil: ASTM D 5268, pH range of 5.5 to 7, a minimum 5 percent organic material content; free of stones 3/4 inch or larger in any dimension and other extraneous materials harmful to plant growth. Topsoil Source: Import topsoil or manufactured topsoil from off -site sources. 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. 2.09 ORGANIC SOIL AMENDMENTS A. Compost: Well -composted, stable, and weed -free organic matter, pH range of 5.5 to 8; moisture content 35 to 55 percent by weight; 100 percent passing through l-inch sieve; soluble salt content of 5 to 10 decisiemens/m; not exceeding 0.5 percent inert contaminants and free of substances toxic to plantings; and as follows: 1. Organic Matter Content: 50 percent of dry weight. 2. Feedstock: Agricultural, food, or industrial residuals; biosolids; yard trimmings; or source - separated or compostable mixed solid waste. B. Peat: Sphagnum peat moss, partially decomposed, finely divided or granular texture, with a pH range of 3.4 to 4.8. C. Peat: Finely divided or granular texture, with a pH range of 6 to 7.5, containing partially decomposed moss peat, native peat, or reed -sedge peat and having a water -absorbing capacity of l 100 to 2000 percent. EXTERIOR PLANTS 02930-6 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. 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. Rev10/20/07 Section 00100 Page 3 DOWNTOWN ALLEY ENHANCEMENTS D. Manure: Well -rotted, unleached, stable manure containing not more than 25 percent by volume of straw, sawdust, or other bedding materials; free of toxic substances, stones, sticks, soil, weed seed, and material harmful to plant growth. 2.10 FERTILIZER A. Superphosphate: Commercial, phosphate mixture, soluble; a minimum of 20 percent available phosphoric acid. B. Commercial Fertilizer: Commercial -grade complete fertilizer of neutral character, consisting of fast- and slow -release nitrogen, 50 percent derived from natural organic sources of urea formaldehyde, phosphorous, and potassium in the following composition: 1. Composition: l lb/1000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2 percent potassium, by weight. 2. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified soil -testing agency. C. Slow -Release Fertilizer: Granular or pelleted fertilizer consisting of 30 percent water -insoluble nitrogen, phosphorus, and potassium in the following composition: 1. Composition: 20 percent nitrogen, 10 percent phosphorous, and 10 percent potassium, by weight. 2. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified soil -testing agency. 2.11 MULCHES A. Organic Mulch: Free from deleterious materials and suitable as a top dressing of trees and shrubs, consisting of the following: Type: Recycled Twice Ground Mulch — supplied by owner, contractor to install. 2.12 WEED -CONTROL BARRIERS A. Non -woven Fabric: Polypropylene or polyester fabric, 3 oz./sq. yd. Minimum under gravel mulch only. B. Composite Fabric: Woven, needle -punched polypropylene substrate bonded to a non -woven polypropylene fabric, 4.8 oz./sq. yd only under gravel mulch. 2.13 STAKES AND GUYS A. Upright and Guy Stakes: Refer to detail as specified on drawings. Minimum 5' tall steel posts, Minimum 6' tall wood posts, Guy and Tie Wire: ASTM A 641/A 641M, Class 1, galvanized -steel wire, 2-strand, twisted, 0.106 inch in diameter. B. Guy and Tie Wire: Refer to detail as specified on drawings C. Guy Cable: Refer to detail as specified on drawings D. Hose Chafing Guard: Refer to detail as specified on drawings. E. Flags: Refer to detail as specified on drawings. EXTERIOR PLANTS 02930-7 DOWNTOWN ALLEY ENHANCEMENTS 2.14 LANDSCAPE EDGINGS A. Concrete Edging/Curbing: 2. Finish: As shown on drawings. 3. Color: As shown on drawings. 2.15 MISCELLANEOUS PRODUCTS A. Antidesiccant: Water -insoluble emulsion, permeable moisture retarder, film forming, for trees and shrubs. Deliver in original, sealed, and fully labeled containers and mix according to manufacturer's written instructions. B. Tree Grates and Frames: As specified on drawings. 2.16 PLANTING SOIL MIX — PLANTER BEDS ONLY A. 25% by volume compost 75% by volume topsoil Topsoil and topsoil mix shall have a pH range of approximately 5.5 pH to 7.6 pH when tested in accordance with methods of testing of the Association of Official Chemists in effect on the date of invitations to bid. The organic content shall be not less than 4% and no more than 20% as determined by the net -combustion method (chronic acid reduction). C. Planting Soil Mix: Select proportions required for planting soil mix from subparagraphs below, or revise for different soil amendments and fertilizers. Contractor may be permitted to amend imported topsoil in different proportions to produce satisfactory planting soil, depending on tests of imported or manufactured soils. 2.16 PLANTER POT SOIL MIX ONLY A. Fafard Growing Mix #4P. Available from American Clay Works 857 Bryant Street Denver, CO 80204 303-534-4044 PART 3 - EXECUTION 3.01 EXAMINATION A. Examine areas to receive exterior plants for compliance with requirements and conditions affecting installation and performance. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 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 02930-8 DOWNTOWN ALLEY ENHANCEMENTS C. Lay out individual tree and shrub locations and areas for multiple exterior plantings. Stake locations, outline areas, adjust locations when requested, and obtain Owner's Representative acceptance of layout before planting. Make minor adjustments as required. D. Lay out exterior plants at locations directed by Owner's Representative. Stake locations of individual trees and shrubs and outline areas for multiple plantings. E. Apply anti -desiccant to trees and shrubs using power spray to provide an adequate film over trunks, branches, stems, twigs, and foliage to protect during digging, handling, and transportation. 3.03 PLANTING BED ESTABLISHMENT A. Loosen subgrade of planting beds to a minimum depth of 6 inches. Remove stones larger than 3/4 inch in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. Spread topsoil, apply soil amendments and fertilizer on surface, and thoroughly blend planting soil mix. 2. Spread planting soil mix to a depth of 6 inches, but not less than required to meet finish grades after natural settlement. Do not spread if planting soil or subgrade is frozen, muddy, or excessively wet. Spread approximately one-half the thickness of planting soil mix over loosened subgrade. Mix thoroughly into top 4 inches of subgrade. Spread remainder of planting soil mix. B. Finish Grading: Grade planting beds to a smooth, uniform surface plane with loose, uniformly fine texture. Rake and remove ridges, and fill depressions to meet finish grades. C. Restore planting beds if eroded or otherwise disturbed after finish grading and before planting. 3.04 TREE AND SHRUB EXCAVATION 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. 1. Excavate as shown on drawings. 2. Excavate at least 12 inches wider than root spread and deep enough to accommodate vertical roots for bare -root stock. 3. If drain tile is shown or required under planted areas, excavate to top of porous backfill over tile. B. Subsoil 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. 3.05 GROUND COVER AND PLANT PLANTING EXTERIOR PLANTS 02930-9 DOWNTOWN ALLEY ENHANCEMENTS A. Set out and space ground cover and plants as indicated on drawings or by Owner's Representative. Dig holes large enough to allow spreading of roots, and backfill with planting soil. B. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. C. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. D. Protect plants from hot sun and wind; remove protection if plants show evidence of recovery from transplanting shock. 3.06 PLANTING BED MULCHING A. Install weed -control barriers before mulching according to manufacturer's written instructions. Completely cover area to be mulched, overlapping edges a minimum of 6 inches. 4. Material and Seam Treatment: Non -woven fabric with seams pinned. B. Mulch backfilled surfaces of planting beds and other areas indicated. I. Rock Mulch: As indicated on drawings. 3.07 EDGING INSTALLATION A. Concrete Edging: As specified on drawings. 3.08 CLEANUP AND PROTECTION A. During exterior planting, keep adjacent pavings 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 exterior planting. 3.09 DISPOSAL A. Disposal: Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and debris, and legally dispose of them off Owner's property or adjacent properties. END OF SECTION 02930 EXTERIOR PLANTS - 02930-10 DOWNTOWN ALLEY ENHANCEMENTS SECTION 03300 - CAST IN PLACE CONCRETE PARTI- GENERAL 1.1 RELATED DOCUMENTS: 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 ofjoints, concrete curing and concrete finishing. Work in this section includes concrete headers, footings, curb and gutters and flatwork under interlocking concrete pavers. B. All work provided under this Section must also comply with all other Contract requirements. 1.3 REFERENCES A. ACI 117 - Standard Tolerances for Concrete Construction and Materials. B. AC[ 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. AC[ 315 - Details and Detailing of Concrete Reinforcement. F. ACI 318 - Building Code Requirements for Reinforced Concrete. G. AC[ 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. A ASTM C 150 - Portland cement. N. ASTM C260 - Air Entraining Admixtures for Concrete. 0. ASTM 009 - Liquid Membrane -Forming Compounds for Curing Concrete. P. ASTM C494 - Water Reducing Admixtures for Concrete. CAST -IN -PLACE CONCRETE 03300 - l DOWNTOWN ALLEY ENHANCEMENTS 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. The Contractor is responsible for quality control, including workmanship and materials furnished by his subcontractors and suppliers. C. Testing: Inspection or testing does not relieve the Contractor of his responsibility to perform the Work in accordance with the Contract Documents. Contractor shall provide and pay for additional testing required as a result of test results indicating noncompliance with specifications. D. 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 for examination at any time. 1.5 SUBMITTALS: A. Mix Designs: Submit substantiating data for each concrete mix design contemplated for use to the Engineer not less than 4 weeks prior to first concrete 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. C. 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. C. Submit shop drawings for precast concrete wet well and precast concrete intake structure. Include openings, reinforcement, concrete specifications. 1.6 DELIVERY, STORAGE AND HANDLING: A. General: Materials handling and batching shall conform to applicable provisions of ASTM C94. CAST -IN -PLACE CONCRETE 03300 - 2 DOWNTOWN ALLEY ENHANCEMENTS 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 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. PROJECT CONDITIONS: E. 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 40' F on the day of concrete placement, preparation, protection and curing of concrete shall 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 200 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 16 hours and no less than twice during any 24 hour period. 2. 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. Admixtures shall meet requirements of Part 2. e. Protect to prevent rapid drying. Start finishing and curing as soon as possible. F.Protection: Protect newly finished slabs from rain damage. Protect finished slabs from mortar leakage CAST -IN -PLACE CONCRETE 03300 - 3 DOWNTOWN ALLEY ENHANCEMENTS 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, ties and stirrups; grade 60 for all other bar; billet - steel deformed bars, uncoated finish. 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 30L• Provide materials in accordance with ACI 301, unless amended or superseded by requirements of this section or general notes on structural drawings. I . General: Ready -mixed Concrete: ASTM C94. On -site mixed concrete not allowed. 2. Cement: ASTM C I50. 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 Owner's Representative. CAST -IN -PLACE CONCRETE 03300 - 4 DOWNTOWN ALLEY ENHANCEMENTS 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: "Air Mix" - Euclid Chemical Co. Darex ARA" - W. R. Grace "Micro -Air" - Master Builders D. Water Reducing Admixture: ASTM C494, Type A. Subject to compliance with requirements, provide one of the following: "Eucon WR-75" - Euclid Chemical Co. "Rheobuild 1000" - Master Builders "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: 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' - Sonnebom or 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: I. "Sikadur Hi -Mod LV" - Sika Chemical Corp. 2. "Patch and Bond Epoxy" - Burke 3. "Epoxtite" - A.C. Horn 4. "Sure-Poxy" - Kaufman Products, Inc., or 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 ASTNI D994, 1/2 inch thickness. CAST -IN -PLACE CONCRETE 03300 - 5 DOWNTOWN ALLEY ENHANCEMENTS 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. B. Cement Content: Type 11 cement, minimum of 564 pounds per cubic yard. C. Maximum water -cement ratio: 0.45. D. Slump: 4 inches maximum. E. Air Entrainment: 4 to 6 percent. F. Aggregate Size: 3/4" maximum. G. 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. H. 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. I. Concrete for Exterior Flatwork, Curb and Gutter, Headers, Bands and Drainage Pans shall have minimum 28 day compressive strength of 4,000 psi per LUCASS 27.4.2 (A). 2.8 FIBROUS CONCRETE REINFORCEMENT: Shall be 100% virgin polypropylene, fibrillated fibers containing no reprocessed olefin materials and specifically manufactured to an optimum gradation utilizing 25 individual fiber designs for use as concrete secondary reinforcement. Volume per cubic yard shall equal a minimum of 0.1% (1.5 pounds). Fiber manufacturer must document evidence of 5 year satisfactory performance history, compliance with applicable building codes and ASTM CI116 Type 111 4.1.3 and ASTM C1116 Performance Level I. Acceptable manufacturer: Fibermesh Company, 4019 Industry Drive, Chattanooga, Tennessee, USA, 37416 or approved equal. Fibrous concrete reinforcement shall be utilized in all applications. 2.9 EXPANSION JOINT FILLERS: Pre -molded closed cell polyethylene foam, equal to "Sonoflex F" by Sonnebom, Minneapolis, Minnesota. Provide '/2-inch thick by depth of the slab material, allow '/z thickness forjoint sealer. 2.I0 EXPANSION JOINT SEALANT: Shall be a silicone material, Sikaflex 2cNs or approved equal. Where color additive is used, color to match. PART 3 - EXECUTION 3.1 FORMWORK ERECTION: A. FORMS: Metal or uniform warp free lumber, coated with form release agent. Slope forms to give slabs positive drainage and stake securely. Obtain approval of Owner's Representative for alignment and grade before placing concrete. Radii shall be continuous and flowing to avoid angular intersections in the horizontal alignment. B. TOLERANCES: Verity horizonal alignment achieves a true plane with a 10 foot straightedge applied and not exceeding '/s inch in 10 feet. Verify cross -sectional alignment is constructed per grading plans and ensures positive drainage, within ''A inch. Verify lines, levels, and measurement CAST -IN -PLACE CONCRETE 03300 - 6 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. 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. Rev10120107 Section 00100 Page 4 DOWNTOWN ALLEY ENHANCEMENTS before proceeding with formwork. Obtain approval of Owner's Representative before placing concrete. 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 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 24 hour notice to Owner's Representative to allow review of 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 formedjoints are not disturbed during concrete placement. JA 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. CAST -IN -PLACE CONCRETE 03300 - 7 DOWNTOWN ALLEY ENHANCEMENTS C. Sandblasted Finish: Concrete surfaces to be sandblasted shall be clean, dry and cured not less than 28 days prior to sandblasting operations. During sandblasting operations, non- essential personnel shall be restricted from immediate work site area unless suitably protected from flying debris generated from sandblasting operations. Create a uniform profile and ensure all surfaces are smooth and consistent in appearance. Obtain approval of Owner's Representative on consistency of smoothness and overall appearance. Clean up of spent sandblast debris and materials are to be completed prior to any coatings or applications. D. After darbying or bullfloating, stop finishing until bleeding has ceased and until concrete can support foot pressure with only about 1/8-inch indentation. During or after the first floating, check planeness of surface with a 10-foot straightedge applied at not less than two different angles, and then cut down all high spots and fill all low spots to achieve a true plane within 1/8 inch in 10 feet. E. Refloat slab immediately to a uniform sandy texture. Use steel trowel to density surface, then apply medium broom finish to slab perpendicular to line of traffic. F. Casting New Concrete Against Old: Where concrete is to be cast against old concrete (defined as any concrete which is greater than 60 Days old), the surface of the old concrete shall be thoroughly cleaned. The joint surface shall be coated with an epoxy bonding agent unless determined otherwise by the Owner's Representative. 3.1 JOINTS: Construct joints true to line with faces perpendicular to surface. A. Expansion Joints: Expansion joint material shall be provided at the following locations and shall be in place prior to the placing of concrete: 1) at each end of curb return; 2) between sidewalk and driveway slabs or service walks; 3) between new concrete and existing concrete; 4) as shown on the plans; 5) between new concrete and fixed vertical objects, 5) at max. 1000 sq. ft. spacing, or 6) as directed by the Owner's Representative. I. Thoroughly clean all surfaces prior to installation of caulking material. B. Contraction (Control) Joints: Contraction joints shall be formed with power saws equipped with shatterproof abrasive or diamond -rimmed blades. Cut 3/8-inch/wide joints into concrete that has hardened sufficiently that cutting action will not tear, abrade, or otherwise damage surface, but before development of random contraction cracks. Saw cut joints shall be spaced at a distance equal to the width of the walk, but not over 100 square feet intervals unless approved by the Owner's Representative. Depth ofjoints shall be one-fourth the slab thickness. I. Tooled joints will not be allowed on concrete trails, unless directed by the Owner's Representative. 2. Provide smooth dowels per details; one side embedded, one side greased. C. Construction Joints: Construction joints shall be located to facilitate concrete placement operations that can be achieved in a single day's work. Construction joints shall be formed and tied with No. 5 (min.) steel reinforcement at 18 inch centers, 18 inches long spanning each joint. D. Curb and Gutter Contraction (Control) Joints: Space curb and gutterjoints not more than 12 feet 6 inches on center, and align them with sidewalk joints. Contraction joints shall be tooled. Form plane of weakness by inserting and later removing a metal divider, finish with an edger or groover, or by saw cutting a previously tooled joint. 3.5 SLAB FINISHING: CAST -IN -PLACE CONCRETE 03300 - 8 DOWNTOWN ALLEY ENHANCEMENTS A. Definitions: Refer to ACI 301 11.7 for definition of slab surface finishes. B. Provide trowel finish slab surface on all slabs scheduled to receive floor finish. Provide broom finish for all exterior concrete unless otherwise noted. C. Trowel Finish: Consolidate surface by final hand or power -driven troweling operation, free of trowel marks, uniform in texture and appearance. Tolerance to be Class AX, 0.188 inch in 10 feet. D. Broom Finish: Immediately after float finishing and tooling control joints, roughen surface with fiber -bristle broom. Confirm direction or pattern of broom finish with Owner's Representative prior to commencing slab placement. E. Conform to ACI 301 and ACI l 17 tolerance requirements. 3.6 CONCRETE CURING, PROTECTION AND SURFACE TREATMENTS: A. General: 1. 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. 2. 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 70% of the specified 28-day strength. 3. 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 4" lap over adjacent absorptive covers. 2. 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 3" and sealed by waterproof tape or adhesive. Immediately repair any holes or tears during curing period using cover material and waterproof tape. 3. 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 CAST -IN -PLACE CONCRETE 03300 - 9 DOWNTOWN ALLEY ENHANCEMENTS finishing operations are complete (within 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. 3.7 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 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. 3.8 TOLERANCES: A. Formed Surfaces and Building Lines: Conform to ACI 301 4.3. B. Slab Finishing Tolerances: 1/8" in 10 feet w/straight edge. C. 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: +/- 1/811 . b. Location and alignment of anchor bolt groups from designated location and alignment: +/-1/4". 3.9 QUALITY CONTROL TESTING DURING CONSTRUCTION A. Testing Agency: Sampling and testing for quality control during placement of concrete shall include the following. 1. Slump: ASTNI C 143; at least one test at point of discharge for each day's poor 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: ASTNI C 173, volumetric method for normal weight concrete; ASTNI C231 pressure method for normal weight concrete; at least one for each day's pour of each type CAST -IN -PLACE CONCRETE 03300 - l0 DOWNTOWN ALLEY ENHANCEMENTS 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 5 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 5 cubic yards. Two specimens tested at 7 days, two specimens tested at 28 days, and one specimen retained in reserve for later testing if required. 3.10 SANDBLASTING A. Sandblasted Entry Markers: Concrete surfaces to be sandblasted shall be clean, dry and cured not less than 28 days prior to sandblasting operations. All lettering shall be cut using graphic cutting equipment. Font design, size and placement shall be followed as per plans. Easily damaged surfaces in the general proximity of sandblasting operations shall be suitably protected from overspray. During sandblasting operations, non -essential personnel shall be restricted from immediate work site area unless suitably protected from flying debris generated from sandblasting operations. Create sharp edges and a uniform profile to an approximate depth of 1/4 inch to a minimum of 1/8 inch. Clean up of spent sandblast debris and materials are to be completed prior to any coatings or applications. B. Sandblasted Graphics on Concrete Benches: Concrete surfaces to be sandblasted shall be clean, dry and cured not less than 28 days prior to sandblasting operations. All graphics shall be cut using graphic cutting equipment. Design and placement shall be followed as per plans. AutoCAD files are available from Owner's Representative. Easily damaged surfaces in the general proximity of sandblasting operations shall be suitably protected from overspray. During sandblasting operations, non -essential personnel shall be restricted from immediate work site area unless suitably protected from flying debris generated from sandblasting operations. Create sharp edges and a uniform profile to an SSPC-SP l3/NACE No. 6 specification. Clean up of spent sandblast debris and materials are to be completed prior to any coatings or applications. 3.I l FIELD QUALITY CONTROL: Surfaces shall not vary more than 1/4-inch when tested with a 10 foot straightedge. END OF SECTION 03300 CAST -IN -PLACE CONCRETE 03300 - 1 l DOWNTOWN ALLEY ENHANCEMENTS SECTION 04200 — MASONRY RELATED DOCUMENTS: Drawings and general provisions of Contract, including Division -I Specification sections, apply to work of this section. PARTI-GENERAL 1.01 DESCRIPTION OF WORK: A. Extent of each type of masonry work is indicated on drawings. B. Types of masonry work required include: Concrete unit masonry. Brick veneer masonry. 1.02 QUALITY ASSURANCE: A. Single Source Responsibility for Masonry Units: Obtain exposed masonry units of uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, from one manufacturer for each different product required for each continuous surface or visually related surfaces. B. Single source Responsibility for Mortar. Materials: Obtain mortar ingredients of uniform quality, including color for exposed masonry, from one manufacturer for each cementitious component and from one source and producer for each aggregate. 1.03 SUBMITTALS: A. Product Data: Submit manufacturer's product data for each type of masonry unit, accessory, and other manufactured products, including certifications that each type complies with specified requirements. 1.04 DELIVERY, STORAGE, AND HANDLING: A. Deliver masonry materials to project in undamaged condition. B. Store and handle masonry units to prevent their deterioration or damage due to moisture, temperature changes, contaminants, corrosion or other causes. Limit moisture absorption of concrete masonry units during delivery and until time of installation to the maximum percentage specified for Type I units for the average annual relative humidity as reported by the U.S. Weather Bureau Station nearest project site C. Store cementitious materials off the ground and in dry location. D. Store masonry accessories including metal items to prevent deterioration by corrosion and accumulation of dirt. 1.06 PROJECT CONDITIONS: A. Do not lay masonry units which are wet or frozen. B. Carefully follow cold weather procedures and precautions as prescribed by the Brick Institute of America and the National Concrete Masonry Association. MASONRY 04200 - 1 DOWNTOWN ALLEY ENHANCEMENTS PART 2 — PRODUCTS 2.01 CONCRETE MASONRY UNITS: A. General: Comply with referenced standards and other requirements indicated below applicable to each form of concrete masonry unit required. Provide special shapes where required for lintels, comers, jambs, sash, control joints, headers, bond beams and other special conditions. B. Concrete Block: 1. Provide standard solid weight units of the widths indicated. 2.01 BRICK MASONRY: A. General: Brick having absorption rates more than 0.025 ounce per square inch per minute shall be wetted before laying so the rate of absorption of laid brick does not exceed this amount. Field check by wetting an area approximately 1 inch diameter on the Flat side of the brick. If the water disappears in less than 1-1/2 minutes, wet the brick. Thoroughly soak absorptive brick in the pile on the afternoon before the day of use, spraying brick with a heavy coarse sprinkle until water runs from all sides of the pile. Cover pile with tarpaulin or heavy paper to prevent evaporation. Brick surfaces shall be free from water when bricks are laid. B. Lay brick in running bond, plumb, level, and true to line in full beds of mortar. Fill joints in brickwork and joints between brick and other materials with mortar as each course is laid. Butter and shove head joints to ensure full mortar joints. Install anchors and ties as shown. Where exterior masonry walls, except cavity walls, are faced with brick, parge the face of the backup with a 3/8-inch-thick coating of mortar before the facing brick is laid. Make joints in brickwork uniform, approximately 3/8 inch wide. When mortar is thumbprint hard, tool exposed joints concave, closing all cracks and crevices. Trowel point exterior joints below grade. Cut other concealed joints flush. Rake joints as necessary to receive sealant. Tool white cement mortar with nonmetallic tools. Where flashing or waterproofing rams out and terminates in horizontal mortarjoints, and over top of steel lintels or shelf angles, provide weep holes in the mortarjoint to permit water to drain from the wall. Space weep holes 24 inches apart horizontally. Form weep holes by pressing sash cords into the soft mortar bed. When mortar has set, pull cords from wall. C. Brick: 1. Provide standard solid weight units of the widths indicated. 2. Provide brick samples for Landscape Architect's approval. Brick shall be Wellshire — New Traditions Line, available from Robinson Brick Company Masonry and Design Center, 1820 East Lincoln Ave. Ft. Collins, CO 80524. (no substitutions) 2.03 MORTAR AND GROUT MATERIALS: A. Portland Cement: ASTM C 150, Type 1, except Type III may be used for cold weather construction. Provide natural mortar color. B. Hydrated Lime: ASTM C 207, Type S. MASONRY 04200 - 2 DOWNTOWN ALLEY ENHANCEMENTS C. Sand: ASTM C 144. D. Water: Clean, potable and free of deleterious amounts of acids, alkalides, and organic materials. E. Admixtures for Cold Weather Construction: use only non -chloride accelerating admixtures in strict accordance with manufacturer's printed instructions. 2.04 MORTAR AND GROUT MIXES: A. General: Do not add admixtures including coloring pigments, air -entraining agents, accelerators, retarders, water repellent agents, anti -freeze compounds or other admixtures, unless otherwise indicated. Do not use calcium chloride in mortar or grout. B. Mixing: Combine and thoroughly mix cementitious, water and aggregate in a mechanical batch mixer; comply with referenced ASTM standards for mixing time and water content. C. Mortar for Unit Masonry: Comply with ASTM C 270, Proportion Specifications, for types of mortar required, unless otherwise indicated. Limit cementitious materials in mortar to Portland cement -lime. Use Type M mortar for masonry below grade and in contact with earth, and where indicated. PART 3 — EXECUTION 3.01 INSTALLATION, GENERAL: A. Do not wet concrete masonry units. B. Cut masonry units using motor -driven saws to provide clean, sharp, unchipped edges. Cut units as required to provide continuous pattern and to fit adjoining work. Use full-size units without cutting where possible. 3.02 CONSTRUCTION TOLERANCES: A. Variation from Plumb: For vertical lines and surfaces of columns, walls and arrises do not exceed 3/16"" in 10', or 3/8" in a story height not to exceed 20', nor''/" in 40' or more. For external corners, expansion joints, control joints and other conspicuous lines, do not exceed 3/16" in any story or 20' maximum, not 3/8" in 40' or more. For vertical alignment of head joints do not exceed plus or minus 3/16" in 10', 3/8" maximum. B. Variation from level: For bed joints and lines of exposed lintels, sills, parapets, horizontal grooves and other conspicuous lines, do not exceed 3/16" in any bay or 20' maximum, not 3/8" in 40' or more. For top surface of bearing walls do not exceed 1/8" between adjacent floor elements in 10' or 1/16" within width of a single unit. 3.03 MORTAR BEDDING AND JOINTS A. Remove masonry units disturbed after laying; clean and reset in fresh mortar. Do not pound corners orjambs to shift adjacent stretcher units which have been set in position. If adjustments are required, remove units, clean off mortar and reset in fresh mortar. 3.04 CONTROL AND EXPANSION JOINTS: A. General: Provide vertical and horizontal expansion, control and isolation joints in masonry where recommended by MAC (Masonry Advisory Council) and where shown on the drawings. MASONRY 04200 - 3 DOWNTOWN ALLEY ENHANCEMENTS B. Build flanges of factory -fabricated expansion joint units into masonry. 3.05 REPAIR, POINTING, AND CLEANING A. Remove and replace masonry units which are loose, chipped, broken, stained or otherwise damaged, or if units do not match adjoining units as intended. Provide new units to match adjoining units and install in fresh mortar or grout, pointed to eliminate evidence of replacement. B. Pointing: During the tooling of joints, enlarge any voids or holes, except weep holes, and completely fill with mortar. Point -up all joints including comers, openings and adjacent work to provide a neat, uniform appearance, prepared for application of sealants. C. Final Cleaning: After mortar is thoroughly set and cured, clean masonry as follows: Remove large mortar particles by hand with wooden paddles and non-metallic scrape hoes or chisels. D. Protect adjacent non -masonry surfaces from contact with cleaner by covering them with liquid strippable masking agent, polyethylene film or waterproof masking tape. E. Clean concrete unit masonry to comply with masonry manufacturer's directions and applicable to NCMA "Tek" bulletins. F. Protection: Provide final protection and maintain conditions in a manner acceptable to Owner, which ensures unit masonry work being without damage and deterioration at time of substantial completion. END OF SECTION 04200 MASONRY 04200 - 4 DOWNTOWN ALLEY ENHANCEMENTS SECTION 05500 - METAL FABRICATIONS PARTI-GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Miscellaneous steel framing and supports. 2. Steel weld plates and angles. 3. Miscellaneous steel trim. 4. Steel railings and gates. 5. Other metal fabrications as shown on the drawings fabricated from steel shapes, plates, bars, strips, tubes, welded wire mesh, pipes, or castings which are not part of structural steel or other systems specified elsewhere. L2 SUBMITTALS A. Product Data: For the following: I. Grout. B. Shop Drawings: Include plans, elevations, sections, and details of metal fabrications and their connections. Show anchorage and accessory items. C. Templates: For anchors and bolts. D. Welding certificates E. Related Sections include the following: Division 9 - 09960 "High Performance Coatings" for painting primed surfaces with paints specified in this section 1.3 QUALITY ASSURANCE A. Welding: Qualify procedures and personnel according to the following: 1. AWS D1.1, "Structural Welding Code --Steel." 2. AWS D 1.2, "Structural Welding Code --Aluminum." 3. AWS D13, "Structural Welding Code --Sheet Steel." 4. AWS D1.6, "Structural Welding Code --Stainless Steel." 1.4 PROJECT CONDITIONS A. Field Measurements: Verify actual locations of walls and other construction contiguous with metal fabrications by field measurements before fabrication and indicate measurements on Shop Drawings. 1. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish dimensions and proceed with fabricating metal fabrications without field measurements. Coordinate wall and other contiguous construction to ensure that actual dimensions correspond to established dimensions 2. Provide allowance for trimming and fitting at site. METAL FABRICATIONS 05500 - 1 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 full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and Rev10/20/07 Section 00100 Page 5 DOWNTOWN ALLEY ENHANCEMENTS 1.5 COORDINATION A. Coordinate installation of anchorages for metal fabrications. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. 1. Coordinate installation of steel weld plates and angles for casting into concrete that are specified in this Section but required for work of another Section. Deliver such items to Project site in time for installation. 2. Coordinate installation of electrical items that relate to metal fabrications. PART 2-PRODUCTS 2.1 METALS A. Metal Surfaces, General: Provide materials with smooth, flat surfaces without blemishes. B. Ferrous Metals 1. Steel Plates, Shapes, and Bars: ASTrvI A 36/A 36M. 2. Steel Tubing: ASTM A 500, cold -formed steel tubing. 3. Steel Pipe: ASTM A 53/A 53M, standard weight (Schedule 40), unless another weight is indicated or required by structural loads. 4. Rolled -Steel 5. Floor Plate: ASTM A 786/A 786M, rolled from plate complying with ASTM A 36/A 36M or ASTM A 283/A 283M, Grade C or D. 2.2 FASTENERS A. General: Zinc -plated fasteners with coating complying with ASTM B 633, Class Fe/Zn 5, . Provide stainless -steel fasteners for fastening aluminum. Select fasteners for type, grade, and class required. B. Cast -in -Place Anchors in Concrete: Threaded or wedge type; galvanized ferrous castings, either ASTM A 47/A 47M malleable iron or ASTM A 27/A 27M cast steel. Provide bolts, washers, and shims as needed, hot -dip galvanized per ASTM A 153/A 153M. 2.3 MISCELLANEOUS MATERIALS A. Primer: Primer selection must be compatible with the finish coating specified in Division 9. The Metal Fabrication contractor is to coordinate with finish paint. B. Galvanizing Repair Paint: SSPC-Paint 20, high -zinc -dust -content paint for regalvanizing welds in steel. C. Nonshrink, Nonmetallic Grout: Factory -packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107. D. Miscellaneous hardware: Hinges, stars, etc. as indicated on drawings. King Architectural Metals or equal. METAL FABRICATIONS 05500 - 2 DOWNTOWN ALLEY ENHANCEMENTS 2.4 FABRICATION A. General: Preassemble items in the shop to greatest extent possible. Use connections that maintain structural value ofjoined pieces. 1. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges. Remove sharp or rough areas on exposed surfaces. 2. Weld corners and seams continuously. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. Obtain fusion without undercut or overlap. Remove welding flux immediately. Finish exposed welds smooth and blended. 3. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where possible. Locate joints where least conspicuous. 4. Fabricate seams and other connections that will be exposed to weather in a manner to exclude water. Provide weep holes where water may accumulate. 5. Cut, reinforce, drill, and tap as indicated to receive hardware, screws,and similar items. B. Miscellaneous Framing and Supports: Provide steel framing and supports not specified in other Sections as needed to complete the Work. Fabricate units from steel shapes, plates, and bars of welded construction. Cut, drill, and tap units to receive hardware, hangers, and similar items. 2.5 FINISHES A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. Finish metal fabrications after assembly. B. Steel and Iron Finishes: I. Hot -dip galvanize items as indicated to comply with ASTM A 123/A 123M or ASTM A 153/A 153M as applicable. Galvanize after fabrication. 2. Preparation for Shop Priming: Prepare uncoated ferrous -metal surfaces to comply with requirements indicated below for environmental exposure conditions of installed metal fabrications: a. (SSPC Zone IB) SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning." 3. Shop Priming: Apply shop primer to uncoated surfaces of metal fabrications, except those with galvanized finishes and those to be embedded in concrete, or masonry, to comply with SSPC-PA I, "Paint Application Specification No. I: Shop, Field, and Maintenance Painting," for shop painting. Primer selection must be compatible with the finish coating specified in 09960-High Performance Coatings. The Metal Fabrication contractor is to coordinate with finish paint. PART 3 - EXECUTION 3.1 INSTALLATION A. General: Perform cutting, drilling, and fitting required for installing metal fabrications. Set metal fabrications accurately in location, with edges and surfaces level, plumb, and true. 1. Fit exposed connections accurately together. Weld connections that are not to be left as exposed joints but cannot be shop welded. Do not weld, cut, or abrade surfaces of exterior units that have been hot -dip galvanized after fabrication. 2. Provide anchorage devices and fasteners where metal fabrications are required to be fastened to in - place construction. B. Provide temporary bracing or anchors in formwork for items that are to be built into concrete, masonry, or similar construction. C. Touch up surfaces and finishes after erection. METAL FABRICATIONS 05500 - 3 DOWNTOWN ALLEY ENHANCEMENTS Painted Surfaces: Clean field welds, bolted connections, and abraded areas and touch up paint with the same material as used for shop painting. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing to comply with ASTM A 780. END OF SECTION 05500 METAL FABRICATIONS 05500 - 4 DOWNTOWN ALLEY ENHANCEMENTS SECTION 09960 - HIGH-PERFORMANCE COATINGS PARTI- GENERAL Ll RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division I Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes surface preparation and application of high-performance coating systems on the following substrates: 1. Exterior Substrates: a. Steel. b. Galvanized metal. B. Related Sections include the following: I. Division 5 - 05500 "Metal Fabrications" for shop priming of metal substrates with primers specified in this Section. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. B. Samples for Initial Selection: For each type of finish -coat product indicated. C. Product List: For each product indicated. Cross-reference products to coating system and locations of application areas. Use same designations indicated on Drawings and in schedules. 1.4 QUALITY ASSURANCE A. Master Painters Institute (MPI) Standards: 1. Products: Complying with MP[ standards indicated and listed in "MPI Approved Products List." 2. Preparation and Workmanship: Comply with requirements in °MPI Architectural Painting Specification Manual" for products and coating systems indicated. 1.5 DELIVERY, STORAGE, AND HANDLING A. Store materials not in use in tightly covered containers in well -ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F . I. Maintain containers in clean condition, free of foreign materials and residue. 2. Remove rags and waste from storage areas daily. HIGH-PERFORMANCE COATINGS 09960 - l DOWNTOWN ALLEY ENHANCEMENTS 1.6 PROJECT CONDITIONS A. Apply coatings only when temperature of surfaces to be coated and surrounding air temperatures are between 50 and 95 deg F . B. Do not apply coatings in snow, rain, fog, or mist; when relative humidity exceeds 85 percent; at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces. 1.7 EXTRA MATERIALS A. Furnish extra materials described below that are from same production run (batch mix) as materials applied and that are packaged for storage and identified with labels describing contents. I. Quantity: Furnish an additional 10 percent, but not less than I gal of each material and color applied. PART 2-PRODUCTS 2.1 HIGH-PERFORMANCE COATINGS, GENERAL A. Material Compatibility: 1. Provide materials for use within each coating system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. Provide products of same manufacturer for each coat in a coating system. B. Colors: Refer to drawings. 2.2 METAL PRIMERS A. Epoxy Zinc Primer: MPI #20. 1. Products: Subject to compliance with requirements, provide one of the following: a. Sherwin-Williams Company (The); Industrial & Marine, Zinc Clad IV, B69A8N8. 2. VOC Content: Minimum E Range of EI B. Cold -Curing Epoxy Primer: MPI #101. 1. Products: Subject to compliance with requirements, provide one of the following: a. Sherwin-Williams Company (The); Industrial & Marine, Duraplate 235 Multi -Purpose Epoxy, 1367W235. 2. VOC Content: Minimum E Range of EI. 2.3 EPDXY COATINGS HIGH-PERFORMANCE COATINGS 09960 - 2 DOWNTOWN ALLEY ENHANCEMENTS A. Epoxy, Cold -Cured, Gloss: MPI #77. 1. Products: Subject to compliance with requirements, provide one of the following: a. Benjamin Moore & Co.; Polyamide Epoxy Coating, M36/M37. 2. VOC Content: Minimum E Range of E1 2.4 POLYURETHANE COATINGS A. Polyurethane, Two -Component, Pigmented, Gloss: MPI #72. I. Products: Subject to compliance with requirements, provide one of the following: a. Benjamin Moore & Co.; Aliphatic Acrylic Urethane Gloss, CM74/M75. 2. VOC Content: Minimum E Range of El. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of work. I. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 2. Begin coating application only after unsatisfactory conditions have been corrected and surfaces are dry. 3. Coating application indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates indicated. B. Remove plates, machined surfaces, and similar items already in place that are not to be coated. If removal is impractical or impossible because of size or weight of item, provide surface -applied protection before surface preparation and coating. I. After completing coating operations, reinstall items that were removed; use workers skilled in the trades involved. C. Clean substrates of substances that could impair bond of coatings, including dirt, oil, grease, and incompatible paints and encapsulants. 1. Remove incompatible primers and reprime substrate with compatible primers as required to produce coating systems indicated. D. Steel Substrates: Remove rust and loose mill scale. HIGH-PERFORMANCE COATINGS 09960 - 3 DOWNTOWN ALLEY ENHANCEMENTS 1. Clean using methods recommended in writing by coating manufacturer. 2. Blast clean according to SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning. E. Galvanized -Metal Substrates: Remove grease and oil residue from galvanized sheet metal fabricated from coil stock by mechanical methods to produce clean, lightly etched surfaces that promote adhesion of subsequently applied coatings. 3.3 APPLICATION A. Apply high-performance coatings according to manufacturer's written instructions. I. Use applicators and techniques suited for coating and substrate indicated. 2. Coat surfaces behind movable equipment and furniture same as similar exposed surfaces. Before final installation, coat surfaces behind permanently fixed equipment or furniture with prime coat only. 3. Coat back sides of access panels, removable or hinged covers, and similar hinged items to match exposed surfaces. B. Tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of the same material are to be applied. Tint undercoats to match color of finish coat, but provide sufficient difference in shade of undercoats to distinguish each separate coat. C. If undercoats or other conditions show through final coat, apply additional coats until cured film has a uniform coating finish, color, and appearance. D. Apply coatings to produce surface films without cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections. Produce sharp glass lines and color breaks. 3.4 FIELD QUALITY CONTROL A. Owner reserves the right to invoke the following procedure at any time and as often as Owner deems necessary during the period when coatings are being applied: I. Owner will engage the services of a qualified testing agency to sample coating material being used. Samples of material delivered to Project site will be taken, identified, sealed, and certified in presence of Contractor. 2. Testing agency will perform tests for compliance with specified requirements. 3. Owner may direct Contractor to stop applying coatings if test results show materials being used do not comply with specified requirements. Contractor shall remove noncomplying coating materials from Project site, pay for testing, and recoat surfaces coated with rejected materials. Contractor will be required to remove rejected materials from previously coated surfaces if, on recoating with complying materials, the two coatings are incompatible. 3.5 CLEANING AND PROTECTION A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site. B. After completing coating application, clean spattered surfaces. Remove spattered coatings by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces. HIGH-PERFORMANCE COATINGS 09960 - 4 DOWNTOWN ALLEY ENHANCEMENTS C. Protect work of other trades against damage from coating operation. Correct damage by cleaning, repairing, replacing, and recoating, as approved by Architect, and leave in an undamaged condition. D. At completion of construction activities of other trades, touch up and restore damaged or defaced coated surfaces. 3.6 EXTERIOR HIGH-PERFORMANCE COATING SCHEDULE A. Steel Substrates: Polyurethane, Pigmented, Over Epoxy Coating System: a. Prime Coat: Epoxy zinc primer, MPI#20. b. Intermediate Coat: Epoxy, cold -cured, gloss, MPI #77. C. First Topcoat: Polyurethane, two -component, pigmented, gloss, MPI #72. B. Galvanized -Metal Substrates: Polyurethane, Pigmented Coating System: a. Prime Coat: Cold -curing epoxy primer, MPI #101. b. Intermediate Coat: Polyurethane, two -component, pigmented, gloss, MPI #72. C. First Topcoat: Polyurethane, two -component, pigmented, gloss, MPI #72. d. Second Topcoat: Polyurethane, two -component, pigmented, gloss, MPI #72. END OF SECTION 09960 HIGH-PERFORMANCE COATINGS 09960 - 5 DOWNTOWN ALLEY ENHANCEMENTS SECTION 16010 - ELECTRICAL GENERAL PROVISIONS PART 1-GENERAL 1.01 PROVISIONS A. Drawings, general provisions of the Contract between the General Contractor and Owner, any General and Supplementary Conditions to the Contract, provisions of applicable Subcontractor Agreements, and other Division I Specification sections apply to the work in this section. 1.02 DESCRIPTION A. Furnish and install all materials and equipment and provide all labor required and necessary to complete the work shown on drawings and/or listed below and all other work and miscellaneous items, not specifically mentioned, but reasonably inferred for a complete installation, including all accessories and appurtenances required for testing the system. It is the intent of Drawings and Specifications that all systems be complete and ready for operation. 1.03 WORK INCLUDED A. New service entrance meter and panel board inside a NEMA 4 Lighting Control Center (LCC), new luminaires in the form of pedestrian, street, decorative, pavers, etc., trash compactor receptacle, and conduit to power all devices. All work shown on the drawings and described in the specifications is the responsibility of the electrical contractor. C. Certain labor, materials and/or equipment may be furnished under other Sections. Unless otherwise noted, all labor, materials, and/or equipment for complete installation of electrical work shall be provided under this Division. 1.04 DEFINITIONS A. Instructions such as "reinstall" shall mean the same as though the words "This Contractor shall" preceded each such instruction. "Provide" shall mean "Furnish, install and connect". 1.05 STANDARDS FOR MATERIALS A. All materials shall conform to the current applicable industry standards. Workmanship and neat appearance shall be as important as electrical and mechanical operation. Defective or damaged materials shall be replaced or repaired prior to final acceptance in a manner meeting approval of Engineer and at no additional cost to Owner. B. The latest editions of the following standards are minimum requirements. 1. Underwriters' Laboratories, Inc. (UL) 2. National Electrical Manufacturer's Association (NEMA) J. American National Standards Institute (ANSI) 4. Insulated Cable Engineer's Association (ICEA) 5. Institute of Electrical and Electronic Engineers (IEEE) ELECTRICAL GENERAL PROVISIONS 16010-1 DOWNTOWN ALLEY ENHANCEMENTS 6. Association of Edison Illuminating Companies (AEIC) 1.06 SUBSTITUTION OF EQUIPMENT AND MATERIALS No substitutions allowed. 1.07 CODE COMPLIANCE A. All work and materials shall comply with codes and regulations, including but not limited to the following: OSHA, National Fire Codes of National Fire Protection Association (NFPA) and the 2008 National Electrical Code. B. Code compliance is mandatory. The Drawings and Specifications shall not permit work that does not conform to these codes. 1.08 DRAWINGS A. Drawings indicate general arrangement of circuits and outlets, locations of switches, panel boards and other work. Drawings and specifications are complementary each to the other, and what is called for by one shall be binding as if called for by both. Data presented on drawings is as accurate as planning can determine, but accuracy is not guaranteed and field verification of all dimensions, locations, voltages, etc. to suit field conditions is directed. Review all drawings, and adjust all work to conform to all conditions shown therein. Discrepancies between different drawings or between drawings and specifications or regulations and codes governing installation shall be brought to the attention of the Engineer. PART 2-PRODUCTS 2.01 EQUIPMENT AND MATERIALS A. All equipment and materials installed shall be new and UL approved unless otherwise specified. Existing systems or partial systems to be reused shall be tested and working properly prior to making modifications. PART 3 - EXECUTION 3.01 CONDITIONS AT SITE A. A visit to the site is required of all bidders prior to submission of bid. All will be held to have familiarized themselves with all discernible conditions, and no extra payment will be allowed for work required because of these conditions, whether specifically mentioned or not. The electrical contractor shall be totally liable for damages caused by his or her cutting, digging or performance of any other related work in walls, ceilings, floors or underground. B. Lines of other services that are damaged as a result of this work shall promptly be repaired at no expense to Owner to complete satisfaction of Engineer. 3.02 LICENSE, FEES, AND PERMITS A. Arrange for required inspections for all license, permit and inspections. Fumish a certificate of final inspections and approval from the State of Colorado and/or local authorities having jurisdiction. 3.03 WORKMANSHIP AND CONTRACTOR'S QUALIFICATIONS A. Only quality workmanship by qualified Journeyman Electrician will be accepted. A journeyman ELECTRICAL GENERAL PROVISIONS 16010-2 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. 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. Rev10/20/07 Section 00100 Page 6 DOWNTOWN ALLEY ENHANCEMENTS to apprentice ratio of l :1 must be maintained. Haphazard or poor installation practice will be cause for rejection of work. B. Provide a competent foreman in charge of this work at all times. C. Where specifications call for an installation to be made in accordance with Manufacturer's recommendations, a copy of such recommendations shall at all times be kept in job superintendent's office and shall be available to Engineer's and/or Owner's representative. 3.04 SUBMITTALS A. Submit shop drawings and product data in accordance with provisions of Section 01330. B. Prior to submission, shop drawings, material lists and catalog cuts or manufacturer's printed data shall be thoroughly checked for compliance with contract requirements, compatibility with equipment being furnished by the Contractor or Owner, accuracy of dimensions, coordination with work of other trades, and conformance with sound and safe practice as to erection of installation. Each submittal shall bear Contractor's signed statement evidencing such checking. C. Clearly mark each shop drawing as follows for purposes of identification: Shop Drawing with date Equipment Identification Used on Contract Drawings Name of Project Branch of Work Engineer's Name Contractor's Name D. Clearly mark printed material, catalog cuts, pamphlets or specification sheets, and shop drawings with the same designation shown on the contract document schedules. Identify specific item proposed, showing catalog number, recess openings, dimensions, capacities, electrical characteristics, etc. Submittals, which are incomplete, will be returned to the Contractor without review. E. Contractor agrees that submittals processed by the Engineer are not change orders; that the purpose of submittals is to demonstrate to the Engineer that the Contractor understands the design concept; and that the Contractor demonstrates this understanding by indicating which equipment and material he intends to fumish and install and by detailing the fabrication and installation methods he intends to use. F. Contractor shall be responsible for dimensions (which he shall confirm and correlate at the job site), fabrication processes and techniques of construction, and coordination of his work with that of other trades. The Contractor shall check and verify all measurements and review shop drawings before submitting them. if any deviations from the specified requirements for any item of material or equipment exist, such deviation shall be expressly stated in writing and incorporated with the submittal. G. Maintain one copy of shop drawings at the project field office until completion of the project, and make this copy available, upon request, to representatives of the Engineer and Owner. H. No equipment or materials shall be installed or stored at the jobsite until submittals for such equipment or materials have been given review action permitting their use. 1. Shop drawings and manufacturer's published data shall be submitted for: Lighting fixtures (catalog cuts) ELECTRICAL GENERAL PROVISIONS 16010-3 Panel boards and Distribution Centers Equipment Enclosures Contactors Wiring Devices Disconnect Switches Meter Enclosures 3.05 TESTS DOWNTOWN ALLEY ENHANCEMENTS A. The right is reserved to inspect and test any portion of the equipment and/or materials during the progress of its erection. This contractor shall test all wiring and connections (whether new or existing) for continuity and grounds before connecting any equipment. The Contractor shall test the entire system in the presence of the Engineer or his engineer when the work is completed to insure that all portions are free from shorts or grounds. 3.06 DELIVERY AND STORAGE OF MATERIALS A. Make provisions for delivery and safe storage of all materials. Deliver materials to job at such stages of the Work as will expedite Work as a whole. Carefully mark and store all materials. Carefully check materials furnished for installation, and fumish a receipt -acknowledging acceptance of delivery and condition of materials received. Thereafter assume full responsibility for safekeeping of it until final installation has been approved and accepted. 3.07 CUTTING AND PATCHING A. Carefully lay out all work. Where cutting, channeling, chasing or drilling of floors, walls, partitions, ceilings or other surfaces is necessary for proper installation, support or anchorage of raceways, outlets or other electrical equipment, this work shall be the responsibility of this Contractor. This contractor at no additional cost to Owner shall repair any damage to building, piping, equipment or any defaced finish, plaster, woodwork or metalwork. Do no cutting, channeling, chasing or drilling of unfinished masonry, tile, etc. or cutting, drilling, welding of structural members of building, etc. without first obtaining permission from Architect, If permission is granted, perform work in a manner approved by Architect. 3.08 DIRECTORY CARDS, NAMEPLATES, AND LABELS A. All components of electrical system shall be neatly and accurately labeled to facilitate ready identification and service. Temporary type of markings, which are visible on equipment, will not be permitted. Repaint trims, housing, etc. where such marking cannot be readily removed. Defaced finish must be refinished. 3.09 CLEAN-UP A. Remove all materials, scrap, etc. relative to electrical installation, and leave premises in a clean, orderly condition. Any costs to Owner for cleanup of site will be charged to Contractor. At completion, all equipment, lighting fixtures, etc. shall be thoroughly cleaned and all residues removed from the inside and outside surfaces. Defaced finish shall be refinished. 3.10 GUARANTEE A. Provide in accordance with the General Conditions and Division 1. Leave entire electrical system installed under this Division in proper working order. Replace, without additional charge, any work, materials or equipment provided under this Division, which develops defects within rwo ELECTRICAL GENERAL PROVISIONS 16010-4 DOWNTOWN ALLEY ENHANCEMENTS years from date of substantial completion. Guarantee all materials and equipment against defects in composition, design or workmanship. END OF SECTION ELECTRICAL GENERAL PROVISIONS 16010-5 DOWNTOWN ALLEY ENHANCEMENTS SECTION 16110 -CONDUIT PART 1 - GENERAL 1.01 RELATED WORK IN OTHER SECTIONS A. Section 16010 Electrical General Provisions. 1.02 RELATED DOCUMENTS A. Drawings, general provisions of the Contract between the General Contractor and the Owner, any General and Supplementary Conditions to the Contract, provisions of applicable Subcontractor Agreements, and other Division I Specification sections apply to work of this section. PART2-PRODUCTS 2.01 CONDUITS A. Intermediate Metal Conduit (IMC): Rigid, threaded, light -weight steel, zinc -coated on the outside and either zinc -coated or coated with an approved corrosion -resistant coating on the inside. B. Electrical Metallic Tubing (EMT): Mild steel, zinc -coated on the outside and either zinc -coated or coated with an approved corrosion -resistant coating on the inside. C. Conduit Size: Minimum conduit size 1/2-inch except where specifically approved for equipment connections. All conduit shall be as required by the NEC. 3/4-inch Minimum conduit size for all home runs. D. All trenched in earth power conduits shall be schedule 40 Poly Vinyl Chloride (PVC) conduit. 2.02 CONDUIT FITTINGS A. Rigid Steel Conduit, IMC, and EMT Fittings: Iron or steel only, no cast fittings B. Connectors and Couplings: Compression type thread -less fittings for rigid steel conduit or IMC not permitted. Steel set screw connectors and couplings required for EMT. Couplings and connectors shall be steel or malleable iron only (not cast). Connectors to have insulated throats with nylon bushings. C. Bushings: Insulated type, designed to prevent abrasion of wires without impairing the continuity of the conduit grounding system, for rigid steel conduit, IMC, and rigid aluminum conduit larger than 1/2-inch size. D. Provide bonding type bushings on all feeder conduits, motor connections, transformers, panel boards and all other flexible conduits. E. Provide PVC couplers, PVC threaded couplers (where transition from PVC to PVC coated GRC) and all other PVC fittings for the underground raceway systems. F. Provide PVC solvent cement on all underground raceway systems to manufacturer's requirements for CONDUIT 16110-1 DOWNTOWN ALLEY ENHANCEMENTS all PVC fittings. Solvent cement shall be U.L. rated for use with schedule 40/80 PVC conduits in direct contact with earth applications. PART 3 - EXECUTION 3.01 CONDUIT SIZING, ARRANGEMENT, AND SUPPORT A. Size conduit to meet requirements of National Electrical Code, 1/2-inch minimum size, except as otherwise indicated. B. Maintain minimum 24-inch clearance between conduit and piping. Maintain 24-inch clearance between conduit and heat sources such as flues, steam pipes, and heating appliances. C. Arrange conduit supports to prevent distortion of alignment by wire pulling operations. Supportboxes and conduit with threaded rod or mount directly to structure, wire is not permitted for box or conduit support. D. Group conduit in parallel runs where practical. E. Do not support conduit orjunction boxes with wire or perforated pipe straps. Multi -use suspension systems for plumbing and other piping along with electrical conduits shall not be permitted. 3.02 CONDUIT INSTALLATION A. Cut conduit square using a hacksaw only (EMT, IMC, GRC & PVC); de -burr cut ends. B. Bring conduit to the shoulder of fittings and couplings and fasten securely. C. Use conduit hubs or sealing locknuts for fastening conduit to cast boxes, and for fastening conduit to sheet metal boxes in damp or wet locations. D. For all metallic conduits, provide insulated bushing or throat bushings for 14/4" diameter and larger. Provide grounding lug bushings where conduits enter switchboards. E. Install no more than the equivalent of three 90-degree bends between boxes. F. Use junction boxes to make sharp changes in direction. G. Use hydraulic one-shot conduit bender or factory elbows for bends in conduit larger than 2-inch size. H. Avoid moisture traps where possible; where unavoidable, provide junction box with drain fitting at conduit low point. I. Use suitable conduit caps to protect installed conduit against entrance of dirt and moisture. Provide grounding type -bonding bushings on all panel boards, and around all conduits terminated through concentric or eccentric knockouts. K. Powder actuated anchors are prohibited. L. Plastic or fiber expansion anchors are prohibited. M. MC, NM, ENT and AC cables are not acceptable. CONDUIT 161 10-2 DOWNTOWN ALLEY ENHANCEMENTS N. No aluminum or steel flexible conduit is allowed in areas subject to moisture. O. PVC conduit shall have fittings Approved for watertight direct bury installation. Wipe clean and dry all joints to be coupled. Solvent weld all joints to watertight condition with approved gray PVC solvent cement. All PVC conduit shall be assembled to where the conduit bottoms out in the fitting with the appropriate amount of PVC cement solvent to manufacturer's requirements for direct bury installations. 3.03 CONDUIT INSTALLATION SCHEDULE Underground Conduits: GRC or schedule 40 PVC direct buried in the earth. All PVC conduits shall transition to PVC coated GRC via PVC coated GRC elbow prior to rising above grade or into a concrete slab, wall or pull box. PVC conduit is not allowed above grade. END OF SECTION CONDUIT 161 10-3 DOWNTOWN ALLEY ENHANCEMENTS SECTION 16120 - CONDUCTORS PART I - GENERAL 1.01 RELATED WORK IN OTHER SECTIONS A. Section 16010 General Provisions. 1.02 RELATED DOCUMENTS A. Drawings, general provisions of the Contract between the General Contractor and The Owner, any General and Supplementary Conditions to the Contract, provisions of applicable Subcontractor Agreements, and other Division 1 Specification sections apply to work of this section. PART2-PRODUCTS 2.01 CONDUCTORS AND CABLES (600 VOLTS) A. Type: Conform to the applicable UL and ICEA Standards for the use intended. Copper conductors with 600-volt insulation unless otherwise specified or noted on the drawings. Stranded conductors for No. 10 and larger and where elsewhere specified or noted on the drawings. B. Aluminum Conductors Prohibited: Aluminum conductors will not be permitted. C. Insulation: Type THWN/THHN insulation minimum unless otherwise specified or noted on the drawings. D. Size: No. 12 minimum unless otherwise specified or noted on the drawings. Not less than NEC requirements for the system to be installed. E. Color Coding: Phase, neutral and ground conductors color -coded in accordance with NEC. Connect all Conductors of the same color to the same phase conductor. Color coding shall be Line I -black, Line 2-red, Neutral -white, Ground -green for 120/240 volts. Conductors No. 12 through 6 shall be solid color compound for the entire length. F. MC, NM, ENT and AC cables are prohibited. 2.03 CONNECTORS AND LUGS A. For copper conductors No. 10 and smaller: 3M Scotch-Lok, T&B or equal U.L. Listed spring wire connectors. B. Split bolt connectors are prohibited, use ILSCO clear tap block devices on #8 and larger wire. C. High pressure compression type splices by T & B or Bumdy are acceptable. D. Use exothermic welds to teminate grounding conductors to building steel and ground rods. Bumdy brand QGFL34B I terminations are acceptable in lieu of exothermic if preferred. PART 3-EXECUTION CONDUCTORS 16120-1 DOWNTOWN ALLEY ENHANCEMENTS 3.01 SPLICES (240 VOLTS AND UNDER) A. Permitted only at outlets or accessible enclosures. Conductor lengths shall be continuous from termination to termination without splices unless approved by the Owner's Representative. 3.03 CONDUCTOR PULL A. Conductors shall not be pulled until after all work is complete and conduits have been swabbed out. 3.04 GROUNDING CONDUCTOR A. All power and lighting circuits shall include an insulated green grounding conductor. END OF SECTION CONDUCTORS 16120-2 DOWNTOWN ALLEY ENHANCEMENTS SECTION 16130 - BOXES AND FITTINGS PART l - GENERAL 1.01 RELATED WORK IN OTHER SECTIONS A. Section 16010 General Provisions; Section 16150 Grounding. 1.02 RELATED DOCUMENTS A. Drawings, general provisions of the Contract between the General Contractor and The Owner, any General and Supplementary Conditions to the Contract, provisions of applicable Subcontractor Agreements, and other Division I Specification sections apply to work of this section. PART2-PRODUCTS 2.01 OUTLET BOXES A. Construction: Zinc -coated or cadmium -plated sheet steel boxes of a class to satisfy the condition at each outlet (minimum depth of 2 1/8") except where unilet or condulet bodies are required. Knockout type with knockouts removed only where necessary to accommodate the conduit entering. Square cornered, straight sided gang boxes, 4-inch octagon concrete rings may be folded type; one-piece deep - drawn for all other boxes. Use concrete rated (masonry type) boxes in concrete and CMU block walls. B. Size: To accommodate the required number and sizes of conduits, wires and splices in accordance with NEC requirements, but not smaller than 4" square x 2 1/8" deep. Standard concrete type boxes not to exceed 6 inches deep except where necessary to permit entrance of conduits into sides of boxes without interference with reinforcing bars. Use concrete boxes in concrete and CMU walls. Special purpose boxes shall be sized for the device or application indicated. C. Exposed: Screw joint type, with locking gasketed weatherproof covers in locations exposed to the weather. D. Tile Boxes: Rectangular in shape with square comers and straight sides for receptacles and switches mounted in furniture cabinets or in glazed tile, concrete block, marble, brick, stone or wood walls. 2.02 PULLBOXES A. Minimum NEC requirements unless larger box is noted. As specified for outlet boxes with blank cover for pullboxes with internal volume not more than 150 cubic inches. As specified for cabinets for pullboxes with internal volume over 150 cubic inches, except covers to have same thickness as box with corrosion -resistant screw or bolt attachment. 2.03 FLUSH IN -GRADE SPLICE BOXES A. Provide heavy-duty, Polymere concrete composite, bottomless, stackable, flush in -grade splice boxes with engraved traffic rated (20,000 p.s.i.) covers. Size as indicated on drawings. B. Covers shall be (2) bolt traffic rated covers, engraved as follows, "S" box shown on plan sheet engrave _ "ELECTRIC" or "LIGHTING". C. Splice boxes shall be 6 x the largest conduit installed in the box (in one dimension width or length in inches) 96 AWG wire and smaller. i.e. If the largest conduit is 3" the splice box minimum size shall be BOXES AND FITTINGS 16I30-1 DOWNTOWN ALLEY ENHANCEMENTS l 8-inches. Splice boxes shall be 8 x the largest conduit installed in the box (in one dimension width or length in inches) #4 AWG wire and larger. i.e. If the largest conduit is 3" the splice box minimum size shall be 24-inches. PART 3 - EXECUTION 3.01 OUTLET BOXES A. Inside the NEMA 4 enclosure standard back boxes shall be allowable. In all other installations be exterior application. b. Provide 'Bell" or FS boxes for surface installations in all exterior installations. 3.02 PULL BOXES A. Provide additional pull boxes wherever necessary to meet requirements for maximum lengths of conduit runs and maximum numbers of bends as specified under Conduit and Fittings. END OF SECTION BOXES AND FITTINGS 16130-2 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. 20.0 TAXES. Rev10/20/07 Section 00100 Page 7 DOWNTOWN ALLEY ENHANCEMENTS 16150 - GROUNDING AND BONDING PART l - GENERAL 1.01 SECTION INCLUDES A. Grounding electrodes and conductors. B. Equipment grounding conductors. C. Bonding. 1.02 SYSTEM DESCRIPTION A. Ground the electrical service system neutral at service entrance equipment to metallic water service, to concrete reinforcement steel and steel building structure, and to supplementary grounding electrodes as indicated or required by governing regulations. B. Ground each separately -derived system neutral to nearest effectively grounded metallic water pipe, nearest effectively grounded building structural steel member or separate grounding electrode as shown on the drawings. C. Bond together system neutrals, service equipment enclosures, exposed non -current carrying metal parts of electrical equipment, metal raceway systems, grounding conductor in raceways and cables, receptacle ground connectors, and plumbing system. 1.03 PERFORANCE REQUIREMENTS A. Grounding System Resistance: 10 ohm. 1.04 ROD ELECTRODE A. Material: Copper -clad steel. B. Diameter and Length: 5/8 inch x 10 feet minimum. 1.05 WIRE A. Material: Stranded copper or solid copper. B. Foundation Electrodes: 2/0 AWG. C. Grounding Electrode Conductor: Size to meet NFPA 70 requirements. D. Equipment Grounding Conductor: Provide separate, insulated conductor within each feeder and branch circuit raceway. Terminate each end on suitable lug, bus, or bushing. END OF SECTION GROUNDING AND BONDING 16150-1 n DOWNTOWN ALLEY ENHANCEMENTS SECTION 16470 — PANEL BOARDS PARTI- GENERAL 1.01 RELATED WORK IN OTHER SECTIONS A. Section 16010 General Provisions; Section 16120 Conductors. 1.02 RELATED DOCUMENTS A. Drawings, general provisions of the Contract between the General Contractor and The Owner, any General and Supplementary Conditions to the Contract, provisions of applicable Subcontractor Agreements, and other Division I Specification sections apply to work of this section. 1.03 SUBMITTALS A. Submit complete shop drawings with outline dimensions, descriptive literature, and complete description of the frame size, trip setting, class, and interruption rating of all over current devices. Identify available spaces. PART 2-PRODUCTS 2.01 GENERAL A. Dead front, safety type with voltage ratings as scheduled. Panel Boards shall have a main circuit breaker, copper bus and be of the type required for the short circuit and duty ratings indicated on the drawings or specified. Panel Boards shall be as manufactured by Square D (NEHB or NQOB), or equal by General Electric, Siemens, or Cutler Hammer, and shall be circuit breaker type. 2.02 CABINETS A. Each panel board shall be enclosed in a single sheet metal cabinet with front doors, catches, locks, etc. Enclosure shall be a NEMA 4x; with black powder coated finish; see plans for locations. 2.03 BREAKERS A. Provide quick -make and quick -break toggle mechanism, inverse -time trip characteristics, and trip -free operation on overload or short-circuit. Automatic tripping shall be indicated by a handle position between the manual OFF and ON position. Provide a trip element for each pole, a common -trip bar for all poles and a single molded insulating material handle. Handle ties will not be accepted. 2.04 BOLTED/STAB TYPE BREAKERS A. Circuit breakers current -carrying connections to the bus shall be of the bolted or Stab -in type, factory assembled. Provide bus bars for single-phase panel boards of the sequence phased type connection and arranged for I -phase, 3-wire mains, unless otherwise indicated on the drawings. 2.05 SPACE ONLY A. Where "space only" is noted on the drawings, provide necessary connectors, mounting brackets, etc., for the future insertion of an over current device. Total of 4 spaces required. 2.06 DIRECTORIES A. Provide typed circuit directories on the inside face of the door of each panel. Label all spares and PANEL BOARDS I6470-1 DOWNTOWN ALLEY ENHANCEMENTS spaces in erasable pencil. Mount in frame attached to door. PART 3 — EXECUTION 3.01 INSTALLATION A. Install panelboards and accessory items according to NEMA PB 1.1. B. Mounting Heights: Top of trim 74 inches (1880 mm) above finished floor, unless otherwise indicated. C. All panelboards shall be service entrance rated. D. Mounting: Plumb and rigid without distortion of box. Mount flush panelboards uniformly flush with wall finish. E. Circuit Directory: As -built schedule to indicate installed circuit loads. Coordinate and obtain final copy from engineer before installing. F. Install filter plates in unused spaces. G. Wiring in Panelboard Gutters: Arrange conductors into groups, and bundle and wrap with wire ties after completing load balancing. END OF SECTION PANEL BOARDS 16470-2 DOWNTOWN ALLEY ENHANCEMENTS SECTION I6500—LIGHTING GENERAL CONDITIONS PARTI- GENERAL 1.1 DESCRIPTION A. The work described in this section consists of general information related to providing and installing all exterior lighting systems throughout the project. 1.2 RELATED REQUIREMENTS A. Refer to Section 16501, Lamps. B. Refer to Section 16502. Ballasts and Accessories. C. Refer to Section 16520, Exterior Lighting Systems. 1.3 WARRANTIES A. Submit a copy of Manufacturer's written guarantee for transmittal to the Owner, agreeing to repair or replace any and all defects in workmanship and/or materials for a period of two (2) years, or as otherwise specified, from the date of substantial completion of the installation, without cost to the Owner. B. Submit the Contractor's written guarantee for a period of 2 years after the date of substantial completion, all apparatus installed by him to be free of mechanical and electrical defects in workmanship, and to replace same if, in the opinion of the Owner's Representative, the responsibility lies with the Contractor. 1.4 REQUIREMENTS OF REGULATORY AGENCIES A. All equipment covered in this section shall comply with all applicable standards of IESNA, National Electrical Code and all laws, codes and regulations of Federal, State, County and City authorities having jurisdiction over this work. B. All equipment shall be U.L. Listed. Equipment shall be listed for Wet or Damp locations, as stated in the luminaire schedule, or as specified by the luminaire catalog number. C. Luminaires shall be located so as not to provide any conflicts with barrier free spaces: Public Law 90-480 and American National Standards Institute Al 117.1-1961 D. NEMA WD 6 — Wiring Devices -Dimensional Requirements E. All work shall be inspected and approved by the appropriate authorities. 1.5 MATERIALS AND WORKMANSHIP A. All materials and apparatus required for the work, except as specified otherwise, shall be new, of first class quality, and shall be fumished, delivered, erected, connected and finished in every detail, and shall be so LIGHTING GENERAL CONDITIONS 16500 - 1 DOWNTOWN ALLEY ENHANCEMENTS selected and arranged as to fit properly into the spaces. Where no specific kind or quality of material is given, an article acceptable to the Owner's Representative shall be furnished. B. All component parts of each item of equipment or device shall bear the Manufacturer's Nameplate, giving at least the name of the manufacturer, description, size, type, serial number, and electrical characteristics in order to facilitate maintenance or replacement. This nameplate shall not be visible during normal operation of the equipment. C. Blemished, damaged, or unsatisfactory luminaires shall be replaced at the direction of the Owner's Representative in a satisfactory manner at no cost to the Owner. 1.6 SUBMITTALS A. Shop Drawings: Before releasing any materials, the Contractor shall submit manufacturers catalog cut sheets, diagrams, and a complete list of all of the equipment and materials which the Contractor intends to install. This list shall include, but is not limited to, the following: a. Light standards (poles) and anchor bolts; . b. Luminaire mountings, luminaires, finishes, lamps, and ballasts; C. Bolt plate covers; d. Photometric data and UL listing; e. Wiring and connection diagrams of all luminaires, etc. f. Lighting control system including equipment lists, locations and wiring diagrams. 2. The list shall include the brand name, any identifying numbers, relevant technical data, and any other information necessary for the Owner of the system to procure exact replacements of any and all equipment and material used on the project. All equipment shall be new, first quality and approved by Underwriter's Laboratories, Inc. 3. All luminaires of the same type classification shall be provided by the same manufacturer. 4. Before releasing any non-standard, modification of standard specification product, semi -custom, or custom luminaires, the Contractor shall submit shop drawings which detail methods of assembly and fastening. Shop drawings shall also indicate colors and their locations on each lighting element for review and approval prior to releasing. Contractor shall also supply manufacturer descriptions on luminaires, light standard materials, fabrication performance, and installation. 5. The Contractor shall submit all Certificates of Compliance supplied by the manufacturer of the equipment. This equipment shall include, but is not limited to, the following: a. Luminaire mountings. b. Luminaire standards (poles) and accessories. C. Pole base and accessories. d. Luminaires, lamps and ballasts. e. Photometric data (if requested). f. Lighting control system. B. Samples (when requested by the Owner's Representative) Submit samples of luminaires if requested. LIGHTING GENERAL CONDITIONS 16500 - 2 DOWNTOWN ALLEY ENHANCEMENTS 2. Submit samples of finishes and also submit photometric data on computer CD from an independent testing laboratory to completely describe luminaire performance. Unless otherwise indicated, samples shall be as follows: a. For standard catalog types: complete, production line samples, with all installation hardware, proper lamp(s), ballast(s). b. Sample of a specially designed or developed luminaire shall be submitted for the purpose of ascertaining its components (hardware, finish, lamps, ballasts, reflector, lens, etc) photometric performance, quality of visible parts and details, maintenance features (including relamping process), method of installation, and safety features. PART 2-PRODUCTS 2.1 GENERAL MATERIALS REQUIREMENTS A. Provide accessories as required for compatibility with installation requirements. Luminaire catalog numbers do not necessarily denote specific mounting accessories for where/how luminaire is to be installed. B. All materials used in fabrication and mounting luminaires shall be of a non -corrosive nature. C. Luminaires shall be free of light leaks. Luminaires shall be designed to provide adequate ventilation for both lamps and ballasts or transformers. D. Luminaires shall be designed to hide mounting hardware from view when luminaire is completely installed. Exposed fasteners shall not be acceptable, except as noted on details. E. Wiring channels and lampholder mountings shall be rigid and accurately manufactured. F. In adjustable luminaires, aiming and positive locking devices shall be provided. G. All luminaires when installed shall be set true and free of warps, dents, or other irregularities. The finish of exposed parts or trims shall be as specified or as directed by the Owner's Representative/Engineer. H. All lampholders shall be of high quality and shall securely hold lamps preventing vibration. Rivets, springs, and other hardware shall not be visible after installation. All necessary modifications shall be made to ensure compatibility of luminaires with the lamps specified. K. All necessary modifications shall be made to ensure compatibility of ballasts with the lamps and control systems specified. 2.2 PRODUCT DELIVERY AND STORAGE A. All components shall be packed in a manner consistent with [CC regulations to minimize damage during shipping. B. Store all luminaires, lamps and hardware flat, in a clean, dry area off the ground under watertight cover. PART 3 - EXECUTION LIGHTING GENERAL CONDITIONS 16500 - 3 DOWNTOWN ALLEY ENHANCEMENTS 3.1 PREPARATION A. Report all defects and/or conditions that will affect the installation. Contractor shall be held responsible for any existing defects that adversely affect the luminaire or its performance. B. Upon owner's request, Contractor shall provide one sample of selected luminaires. 3.2 INSTALLATION A. The installation shall be in accordance with all governing local ordinances and regulations, the Drawings, these special provisions and those sections of the Standard Specifications which apply. All workmanship shall be first class and finished work shall present a neat, uncluttered appearance. The Contractor shall coordinate his work with other construction phases so as to provide a minimum of interference to the combined operations. Contractor shall also coordinate his work with the work on adjacent projects where required. B. Provide labor and materials for final focusing of all adjustable luminaires under the Owner's Representative's observation. Aim adjustable luminaires in night test of system. Focusing shall take place immediately before Project is turned over to the Owner. C. Clean the housing, trim, reflector surfaces, lens of all luminaires after construction is complete, so as to render them free of any material. D. Any luminaire damaged during construction shall be replaced without cost to the Owner. E. Replace all lamps used during construction, all burned out lamps, or inoperative lamps and/or inoperative ballasts and transformers in all luminaires just prior to acceptance of Project by Owner. Verify that all lamps installed are exactly as specified for each luminaire type. F. Install all control components, wiring and program. Factory representatives shall certify control system is functioning properly and programmed to Owner's satisfaction. G. Notify Owner's Representative about field conditions at variance with contract documents before commencing installation. This includes but is not limited to changes in Owner's Representative, in landscape type and location, and field verification of walls, walkways, and other changes that affect location of equipment. H. It shall be the Contractor's responsibility to replace and restore all surface materials in kind, equal to, or exceeding those disturbed by trenching, excavation or backfilling operations. This includes but is not limited to: painting, touch-up, seeding, sodding, replacement of subbase, pavement, trees, and shrubs. All excess materials shall be disposed of as directed by the Owner's Representative. 1. It is the Contractor's responsibility to coordinate with other trades and with the local utility locator service. 3.3 TESTS A. Prior to final acceptance, the Contractor shall demonstrate by test to the Owner's Representative's satisfaction that all the electrical and lighting equipment installations are in proper working condition per drawings and specifications. The Contractor shall furnish all equipment and appliances to make the test. B. The Owner's Representative shall be notified at least two working days prior to energizing the lighting system and the system shall not be put into operation before the Owner's Representative is present. All lighting circuits and equipment shall be given an initial operational test, consisting of having the entire L[GHTING GENERAL CONDITIONS 16500 - 4 DOWNTOWN ALLEY ENHANCEMENTS system energized for 72 consecutive hours without any failures of any type occurring anywhere in the system. All circuits shall test clear of faults, grounds and open circuits to the satisfaction of the Owner's Representative. C. After satisfactory completion of all tests, the illumination system shall be placed in operation. Final acceptance will not be made until the system has operated to a satisfactory level for a period of not less than 14 days. D. The Contractor shall be fully responsible for the system during this period of operation and he shall make any adjustment or repairs which may be required, and remedy any defects or damages which may occur, at Contractor's expense. E. Operation of the system shall not in any way be construed as an acceptance of the system or any part of it or as a waiver of any of the provision of the contract. F. The Contractor shall not be required to pay for electrical energy consumed by the system during the period of trial operation. END OF SECTION LIGHTING GENERAL CONDITIONS 16500 - 5 DOWNTOWN ALLEY ENHANCEMENTS SECTION 16501 - LAMPS PART I — GENERAL 1.1 DESCRIPTION: A. The Work described in this section describes furnishing and installing lamps required for completion of this Project. 1.2 WARRANTIES: A. Lamp Warranty - Lamps shall be warranted by the manufacturer in writing not to fail for 2 years from the date of substantial completion. Lamps failing during the first 2 years of warranty period will be replaced and installed at no cost to the Owner. PART 2-PRODUCTS 2.1 GENERAL: A. Lamps shall only be installed and operated in luminaires designed to accommodate the specific lamp. B. Lamps shall be compatible with ballasts/transformers supplied with luminaires in which they are to be installed. C. All lamps of similar type to be provided by same manufacturer. D. Provide lamps as specified in luminaire schedule. E. Provide lamps in wattages and envelope sizes/configuration, color temperature and color rendering index as indicated in luminaire schedule. 2.2 ACCEPTABLE MANUFACTURERS: A. Osram/Sylvania B. General Electric C. North American Philips D. Luxeon 2.2 EQUIPMENT AND MATERIALS: A. Induction Lamps I. All induction lamps shall be manufactured by Philips Lighting 2. Average life of induction lamps shall be 100,000 hours. 3. Color Rendering Index (CRI) shall be 80 or higher. B. Metal Halide Lamps LIGHTING — LAMPS 16501 - 1 DOWNTOWN ALLEY ENHANCEMENTS All discharge tubes shall be ceramic. 2. Color Rendering Index (CRI) shall be 80 or higher. 3. Lamps shall have universal operating position. C. Light Emitting Diode Lamps (LED) All LED lamps shall emit white light and have a Correlated Color Temperature (CCT) 3500' Kelvin +/- 250' Kelvin. LED lamps shall have a minimum Color Rendering Index (CRI) of 70. LEDs shall have a minimum rated life of 50,000 hours. The lumen output shall be maintained at 70% of initial rated lumens or greater at the rated life of the lamp. Disperse heat away from the LED circuit board, electronic power supply, and all other electronic components for correct operation under ambient air temperatures up to 120OF plus the heat generated under direct sunlight. LED junction temperature shall not exceed 120°C. 4. LEDs shall be matched by a quality assurance binning process to satisfy the CCT, and CRI requirements as described herein. PART 3-EXECUTION 3.1 INSTALLATION: A. Replace all lamps used during construction, all burned out lamps, or inoperative lamps just prior to acceptance by Owner. PART 4 - METHOD OF MEASUREMENT AND BASIS OF PAYMENT 4.1 METHOD OF MEASUREMENT: A. The Work included under this section shall not be measured and paid for separately, but shall be included in the lump sum price. END SECTION 16501 LIGHTING — LAMPS 16501 - 2 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 Rev 10/20/07 Section 00100 Page 8 DOWNTOWN ALLEY ENHANCEMENTS SECTION 16502 - BALLASTS AND ACCESSORIES PARTI- GENERAL 1.1 DESCRIPTION A. The Work described in this section includes famishing and installing ballasts and accessories required for completion of the Project. 1.2 WARRANTIES A. Ballasts for fluorescent and high intensity discharge luminaires shall be covered by a two (2) year warranty against defects in workmanship and materials. Warranty shall include in -warranty service program for payment of authorized labor charges for replacement of inoperative, in -warranty ballasts. PART2-PRODUCTS 2.1 GENERAL A. Ballasts shall be manufactured to operate at voltage as required in the Luminaire Schedule. B. Furnish 5% extra materials described in this section, before installation begins, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 2.2 MANUFACTURERS A. HID Magnetic Ballasts: Advance, Magnetek. B. HID Electronic Ballasts: Aromat, Advance, Hatch. C. Compact Fluorescent Ballasts: Advance, Osram Sylvania, Universal. D. Compact Fluorescent DAL[ Dimming Ballasts: Tridonic, Advance, Osram Sylvania. E. Low Voltage DAL[ Transformers: Tridonic, B+L Technologies 2.3 EQUIPMENT AND MATERIALS A. HID Ballasts 1. Provide electronic ballasts for metal halide lamps 150 watts and less operating at 120 volt or 277 volts. a. Provide metal halide electronic ballasts that properly mate and match lamps to electrical supply by providing appropriate voltages and impedances for which lamps are designed. BALLASTS AND ACCESSORIES 16502 - 1 DOWNTOWN ALLEY ENHANCEMENTS b. Minimum starting temperature of-30°F. C. Power factor greater than 95%. d. Total harmonic distortion less than 10%. e. Ballast factor is nominal 1.0. f. Output shall be a square wave with a frequency less than 200 hertz. 2. Provide magnetic regulator ballast or constant wattage autotransformer HID ballasts for metal halide lamps over 150 watts of ratings, types and makes as recommended by lamp manufacturer. a. Properly mate and match lamps to electrical supply by providing appropriate voltages and impedances for which lamps are designed. b. Minimum starting temperature of -20°F. C. Power factor greater than 90%. d. Operation shall be suitable with a line voltage variation of+10%. B. Compact Fluorescent Electronic Ballasts Provide high power factor compact fluorescent ballasts greater than 95%. 2. All compact fluorescent ballasts in exterior fixtures shall have a minimum starting temperature of- 5 OF. 3. Provide ballast for normal light output. 4. All ballasts shall have a Class'A' minimum sound rating. Compact fluorescent dimming ballasts shall operate lamps to 5% or lower light output or as called for in the Luminaire Schedule. 6. Provide all ballasts with end of life, rapid start and program start feature (no instant start). 7. Ballasts to be compatible with the dimming controls. C. Linear Fluorescent Electronic Ballasts Ballasts for standard (straight) tube lamps shall be of the high frequency (greater than 30KHz) electronic type which will operate the lamps at full light output or dimmed as called for in Luminaire Schedule. 2. Total Harmonic Distortion (THD) shall not be greater than 10%. 3. Provide high power factor linear fluorescent ballasts greater than 95%. 4. All ballasts shall have a Class 'A'minimum sound rating. 5. Linear fluorescent dimming ballasts shall operate lamps to 5% or lower light output or as called for in the Luminaire Schedule. 6. Ballasts shall be manufactured to operate at voltage as required in the Luminaire Schedule. 7. Provide all ballasts with end of life, rapid start and program start feature (no instant start) for 5/8" diameter lamp and smaller. Ballasts to be compatible with the dimming controls. DAL[ ballasts shall be installed as indicated in the plans. BALLASTS AND ACCESSORIES 16502 -2 DOWNTOWN ALLEY ENHANCEMENTS PART 3-EXECUTION 3.1 INSTALLATION A. Replace all inoperative ballasts and transformers in all luminaires just prior to acceptance of project by Owner. B. Install all components of the ballast for a complete and operational system. END OF SECTION BALLASTS AND ACCESSORIES 16502 - 3 DOWNTOWN ALLEY ENHANCEMENTS SECTION I6520 — EXTERIOR LIGHTING SYSTEMS PARTI-GENERAL LI DESCRIPTION A. The Work described in this section consists of information related to providing and installing exterior luminaires, landscape luminaires, light standards, light standard foundations, and control wiring and equipment required for completion of the project. 1.2 RELATED REQUIREMENTS A. Refer to Section 16500, Lighting -General Conditions. B. Refer to Section 16501, Lamps. C. Refer to Section 16502, Ballasts and Accessories. PART 2-PRODUCTS 2.1 GENERAL A. Provide new exterior luminaires of sizes, types, and ratings indicated, complete with, but not limited to, housings, energy -efficient lamps, lamp holders, reflectors, energy efficient ballasts, starters and wiring. Ship luminaires factory -assembled, with parts and components required for a complete installation. Design luminaires with concealed hinges and catches, with metal parts grounded as common unit, and construct as to dampen ballast -generated sound. Luminaires shall be UL Listed for Wet or Damp Location, as specified. B. The finish of all luminaires shall be treated in such a manner as to render it corrosion resistant. All metal surfaces of new luminaires shall be bonderized, galvanized or sheradized after fabrication and treated to provide rust inhibiting and finish coat adherence properties. All metal surfaces of refurbished luminaires should be made to match original new condition. 2.2 MANUFACTURERS A. Refer to Luminaire Schedule for acceptable manufacturers of individual luminaires. 2.3 LIGHT STANDARDS A. All light standards (poles) shall be aluminum. B. All structural components of light standards, bases, couplers, anchor bolts, luminaires, and other attachments to be used for lighting shall be designed for a minimum of 120 MPH wind velocity or as required by local wind loading conditions. EXTERIOR LIGHTING SYSTEMS 16520 - I DOWNTOWN ALLEY ENHANCEMENTS C. All standards (poles) shall have cable -entrance holes and hand holes. Metal surfaces shall be free of any imperfections marring the appearance and of any burrs or sharp edges that might damage the cable. D. Light standard (poles) assemblies shall be fabricated and placed in accordance with the details and dimensions shown on the Drawings, or as directed by the Architect. The careful erection and aligning of the components furnished shall be considered a most essential feature of the installation and shall be as near to true vertical alignment as practical. E. Where dissimilar metals are used in the materials of the light standard (pole), contractor shall ensure protection against galvanic corrosion. F. All miscellaneous bolts shall meet the requirements of ASTM A 325. All nuts, bolts, and washers supplied which are not galvanized shall have chemical properties of ASTM A 325, Type 111. G. All anchor bolts shall be fabricated from steel as specified by the manufacturer, and that portion of the anchor bolts and nuts, which shall be exposed above foundation shall be galvanized in accordance with ASTM A 123. H. The light standard (pole) and its accessories must be manufactured of material of like appearance. 1. Provide in -line fusing at pole hand hole for all pole -mounted luminaires. J. Provide removable unitized ballast/component tray with separable connector in all pole mounted luminaires. K. Install underground wiring in conduit with watertight connections. Refer to Section 16110, Conduit. L. Luminaire Pole Bases: Size and construct as indicated on Drawings. Project anchor bolts per luminaire manufacturer and structural requirements or 2 inches minimum above base if not otherwise noted. Install poles on bases plumb; provide shims for adjustment. Provide structural non -shrink grout around pole base. 2.4 FOUNDATIONS A. The Contractor shall be required to construct a new foundation at each location according to the electrical and structural details. B. All foundations shall be constructed to not less than minimum dimensions as noted on the plans. The size and number of conduit bends shall be installed in each foundation as indicated in the Drawings. The anchor bolt or caged anchor bolt assembly shall be placed in the foundation so that it remains plumb and with the projection set as specified by the pole manufacturer. Anchor bolts shall be set or "caged" in a manner specified by the manufacturer. The top elevation of the foundation shall be set accurately and leveled. C. All soil removed from the foundations and not required for backfill shall be disposed of and become property of the Contractor PART 3 - EXECUTION 3. t INSTALLATION EXTERIOR LIGHTING SYSTEMS 16520 - 2 DOWNTOWN ALLEY ENHANCEMENTS A. Install all luminaires at locations and heights as indicated, in accordance with luminaire manufacturer's written instructions, applicable requirements of NEC, NECA's "Standard of Installation", NEMA standards, and with recognized industry practices to ensure that luminaires fulfill all requirements. All workmanship shall be first class and finished work shall present a neat, uncluttered appearance. The Contractor shall coordinate his work with other construction phases so as to provide a minimum of interference to the combined operations. B. Use belt slings or non -chafing ropes to raise and set pre -finished luminaire poles. C. Where a ground wire is indicated, connect ground wire to pole and luminaire ground; otherwise, provide a ground rod at each pole with grounding conductors. D. Bond light fixtures and metal accessories to branch circuit equipment grounding conductor No. 6 AWG copper minimum. END OF SECTION EXTERIOR LIGHTING SYSTEMS 16520 - 3 APPENDIX A GEOTECHNICAL REPORT APPROXIMATE SCALE: 1'=150' 0 75' 150' RUSSELL+MILLS STUDIOS FORT COLONS ALLEYS - PHASE 1 CTL I T PROJECT NO. FC04872.125 N N 2 Q w v O U I w W. MYRTLE ST. m � SITE 4 W.LAURELST. VICINITY MAP (FORT COLLINS AREA) NOT TO SCALE LEGEND: TH-1 INDICATES APPROXIMATE LOCATION OF EXPLORATORY BORING Locations of Exploratory Borings FIGURE 1 MYRTLE -LAUREL ALLEYS TH-1 TH-2 TH-3 TH-4 TH-5 0 IM 0 13112 (a) 01 7/12 7/12 00, 7/12 (a) 7/12 1 01 9/12 (b) 13/12 (b) 01 40 01 10, 4/12 4/12 01 3/12 00, 4/12 3112 LL 5 5 1 LL s op 01 = W o 01 leo U w 16/12 3/12 8/12 6112 11/12 10 10I AC=6" AC=6" AC=6" AC=8" AC=4" Summary Logs of Exploratory Borings RUSSELL + MILLS STUDIOS FIGURE 4 FORT COLLINS ALLEYS -PHASE 1 CTL I T PROJECT NO. FC04872-125 Z 0 O (A Z Q -1 I1 x W 0 ZO -2 N rn W IX -3 0 U ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO --------------- = - ----- - --- --:.WETTING I I I � i • , r r ------------- r 1 I r r 1 r r 1 . r ___________ __�_:_ _ __i_ ________r___ __._:_I__ --------- ____ -______r___ I I r I I rI F I . I 1 I i 11 1 r r r 0.1 1.0 APPLIED PRESSURE - KSF Sample Of CLAY, SANDY (CL) From TH - 1 AT 4 FEET Z O FA Z Q a W G Z O y LU W x a 2 O U 10 100 DRY UNIT WEIGHT= 96 PCF MOISTURE CONTENT= 9.2 % ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE - _ i -----------------;-_;-T WETTING 1 I I 1 1 I ! 1 I 1 1 I I 1 I I I 1 I I 1 1 I 1 1 I I I I I I 1 I I I 1 r I I I I I I 1 1 I • 1 I I I • - l _JJ _J _J _1_J r i i I i I • I • I I I I I I I 11 I I I I I I I 1 11 r 1 1 1 1 I 1 I I I r I 1 1 I I__1 1 __ I _ I- 1 I _ I _I ___ __ 'i I r I I I I I I 1 I 1 1 I 1 I I I 1 I 1 I 1 1 1 1 I I I I 1 -- --t -rl I 1 I I I I I I I 1 I I I I I 1 I I 1 I r I I I I I i I 11 I I I I I • I I I 1 I I I I 1 r I I I I I I I I I I I r -__-_ I __ 1 1 __-__ r _ _ I I I I I 1 _____ r r i I I I r I I I 1 I i I 0.1 1.0 10 100 APPLIED PRESSURE - KSF Sample of CLAY, SANDY (CL) DRY UNIT WEIGHT= 98 PCF From TH - 1 AT 2 (b) FEET RUSSELL + MILLS STUDIOS FORT COLLINS ALLEYS , PHASE 1 CTL I T PROJECT NO. FC04872-125 MOISTURE CONTENT= 19.0 % Swell Consolidation Test Results FIGURE A-1 EXHIBIT 2 SECTION CHANGES/REVISIONS a. Section 00520 — Agreement Article 7 — Contract Documents, Part 7.3 Replace drawing sheets numbered LE01 through LE05 and sheets LS301, LS302, LS303 and LS512. These sheets are included as part of this addendum. he sheets referenced a o e shall a cons dered as f art of the or g nal d ac age and contract document draw ngs Please note these sheets ha a changed s nce the re- d meet ng b. Section 00800 — Supplementary Conditions SC-12.3 remains unchanged. Contractors to include zero (0) weather days in their schedule c. Section 01105 —Administration, Procedures, Codes is hereby changed as follows. Part 1 — General, Subpart 1.5, Delete paragraph C in its entirety d. Section 01105 — Administration, Procedures, Codes Part 1 — eneral u art 1 3 odes Add tem Wor w II occur ns de url ngton orthern anta e a Way ght of Way he wner w II o to n em orary ccu ancy - esurfac ng Perm t for th s wor he ontractor h s su contractors and or em loyees w II erform all Wor and conduct all o erat ons n accordance w th the re u rements of the erm t he ontractor w II re m urse ra Iroad author t es d rectly for any a ense for flagmen or rotect a de ces wh ch may e re u red y ra Iroad author t es n connect on w th the Wor he ontractor shall attend all re u red ra Iroad tra n ng sess ons as necessary Addendum 2 Page 3 of 13 7212 West Myrtle Alley - Downtown Alley Enhancements SECTION 00300 BID FORM Z 0 O y z Q -1 a x w 0 0 -z as rn W CC d 3 O V ' ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO ----- - - ----- _'.WETTING i ______ _-__,___� I • , 0.1 1.0 APPLIED PRESSURE - KSF Sample of SAND, CLAYEY (SC) From TH - 2 AT 4 FEET z O 0 Z Q x -1 W 0 Z O -2 1n to W 2 -3 O U 10 100 DRY UNIT WEIGHT= 105 PCF MOISTURE CONTENT= 16.3 % ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE ------ --- - - -- -- - --:-T WETTING - - - ---- --- - - - 1 I 1 1 1 1 1 ------ - - - - -- - --- - ------ - -- - -- , - -- --- - ----t 1 11 1 1 1. I 1 1 1 1 1 1 � I • 1 1 1 1 1 11 1 1 1 I 1 I 1 I --------- ---- -- '-- ----- 1 I 1 I I I I I I 1 I 1 I i 1 1 I 1 1 I I I I 1 1 1 1 I 0.1 1.0 APPLIED PRESSURE - KSF Sample of CLAY, SANDY (CL) From TH - 3 AT 4 FEET RUSSELL + MILLS STUDIOS FORT COLLINS ALLEYS - PHASE 1 CTL I T PROJECT NO. FC04872-125 10 100 DRY UNIT WEIGHT= 106 PCF MOISTURE CONTENT= 18.8 % Swell Consolidation Test Results FIGURE A-2 z O N z Q CL x W 0 z O LU W IM I1 2 O L) 1 I , I • 1 I ' _ _ _;_ _ . NO MOVEMENT DUE TO WETTING I k • I � � • 1 I •. 1 I ; - - ; --- - - -- ; - - -- - ; - - - - 0.1 1.0 10 100 APPLIED PRESSURE - KSF Sample of CLAY, SANDY (CL) DRY UNIT WEIGHT= 101 PCF From TH - 4 AT 4 FEET z IO 0 V/ z Q X .1 W 0 z O .2 N W W CC a -3 i O 0 MOISTURE CONTENT= 22.5 % I 1 I I I 1 1 I I I I I I I I I 1 I ' EXPANSION UNDER CONSTANT ______________«.P ESSUREDUETOWETTING -------------'-J-1-1--- 1 1 1 I I • I I I I I I 1 • 1 1 1 1 1 - i 1 1 I I I I 1 1 I � -L- 1 -L _ _ _ _ I I 1 I I 1 1 1 I I I 1 I 1 I I 1 I 1 I 1 I i I 1 1 I 1 I I 1 1 1 1 1 I 1 1 I I 1 1 I I I I I 1 I 1 I 1 I 1 I I I 11 I 1 I 1 � 1 I i • I I I 1 1� I i I 1 I 11 1 • 1 1 11 1 1 1 1 I 1 1 1 I I 1 II E tI I 1 I 11 1 1 1 1 1 I 1 1 1 1 1 -------------- I • 1 1 . 1 1 1 1 1 1 1 1 1 I I I 1 � 1 1 1 • � 11 I 1 1 1 I � ; � • � � ; 1 1 1 . 1 � 1 1 • ---- - - ---- - ------ - 0.1 1.0 10 100 APPLIED PRESSURE - KSF Sample of CLAY, SANDY (CL) DRY UNIT WEIGHT= 107 PCF From TH - 4 AT 2 (b) FEET MOISTURE CONTENT= 20.0 RUSSELL + MILLS STUDIOS Swell Consolidation FORT COLLINS ALLEYS - PHASE 1 CTL I T PROJECT NO. FC04872-125 Test Results FIGURE A-3 HYDROMETER ANALYSIS SIEVE ANALYSIS 25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. •200 '100 '50 '40 '30 '16 '10 '8 -4 3/8' 3/4' 115' 3' 5.6. 8' 100 0 g0 20 30 60 50 50 40 30 40 W :70 t— 20--}i-—i 1 60 10100 00 31 0.002 .005 .009 .019 .037 .074 .149 .297 04.590 1.19 2.0 2.38 4.76 9.52 19.1 36.1 7&2 127 2 DIAMETER OF PARTICLE IN MILLIMETERS Sample of CLAY, SANDY (CL) GRAVEL 1 % SAND 32 % From TH - 1 AT 1-4 FEET SILT & CLAY 67 % LIQUID LIMIT 38 % PLASTICITY INDEX 23 % HYDROMETER ANALYSIS SIEVE ANALYSIS 25 HR. 7 HR. 45 MIN. IS MIN. TIME READINGS U.S. STANDARD SERIES 60 MIN. 19 MIN. 4 MIN. I MIN. '200 1100 •50 '40 '30 -16 CLEAR SQUARE OPENINGS -10 18 -4 3/8' 3/4' 114' 3' 5.6- 8'0 100 90 F 10 .—{ —1— __� i-- '� 30 c7 70 w Z 40 !a- r r I ----f--}_—_._ 50 U U50 ¢a 40 �---- 60 a T�—T- --170 30 f } ! t r I 20--i---t 10 - 90 100 .001 0.002 .005 .009 .019 .037 .074 .149 .297 0.42590 1.19 2.0 2.38 4.76 9.52 DIAMETER OF PARTICLE IN MILLIMETERS 19.1 36.1 76.2 127 200 CLAY (PLASTIC) TO SILT (NON -PLASTIC) SANDS GRAVEL FINE I MEDIUM lCOARSEI FINE I COARSE COBBLES Sample of CLAY, SANDY (CL) From TH - 2 AT 2 FEET RUSSELL + MILLS STUDIOS FORT COLLINS ALLEYS - PHASE 1 CTLIT PROJECT NO. FC04872-125 GRAVEL 0 % SAND 17 % SILT & CLAY 83 % LIQUID LIMIT 37 % PLASTICITY INDEX 21 % Gradation Test Results FIGURE A-7 IF HYDROMETER ANALYSIS SIEVE ANALYSIS 25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. 1200 1100 '50 '40 '30 '16 110 '8 -4 3/8' W4' 14, 3' 5.6- 8' 100 90 80 7 70 Z FA d 60 a z z w 50 40 30 70 �• _1 I � ! I _ _t —Y 10 0 T� 100 .001 0.002 .005 .009 .019 .037 .074 .149 .297 0.42.590 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 127 200 DIAMETER OF PARTICLE IN MILLIMETERS Sample of CLAY, SANDY (CL) GRAVEL 1 % SAND 20 % From TH - 4 AT 1-4 FEET SILT & CLAY 79 % LIQUID LIMIT 40 % PLASTICITY INDEX 24 % HYDROMETER ANALYSIS I SIEVE ANALYSIS 25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN. ISMIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. '200 1100 '50 '40 '30 '16 '10 '8 -4 3/8' 3/4' 1 %, 3' 5.6- 8'0 — 100 90 — 20 eo 070 _-1--t--i Z r•—� __�—___ Z I—'—_ 40 w 60 — w 50 50 w 60 a 40-' Ti 30 I — i 70 } 1 20—�I—.i._L. i �80 r 10 M 90 -' 'mot—�—_i— 1100 0 .001 0.002 .006 .009 .019 .037 .074 .149 .297 590 1.19 2.0 2.38 4.76 9.62 19.1 36.1 76.2 127 200 0.42 152 DIAMETER OF PARTICLE IN MILLIMETERS CLAY (PLASTIC) TO SILT (NON -PLASTIC) SANDS GRAVEL FINE I MEDIUM ICOARSEI FINE I COARSE COBBLES Sample of CLAY, SANDY (CL) From TH - 4 AT 2 (a) FEET RUSSELL + MILLS STUDIOS FORT COLLINS ALLEYS - PHASE 1 CTL I T PROJECT NO. FC04372.125 GRAVEL 0 % SAND 14 % SILT & CLAY 86 % LIQUID LIMIT 39 % PLASTICITY INDEX 23 % Gradation Test Results FIGURE A-8 TABLE A-1 SUMMARY OF LABORATORY TESTING BORING DEPTH FEET MOISTURE CONTENT % DRY DENSITY PCF ATTERBERG LIMITS I SWELL TEST RESULTS' PASSING No.200 SIEVE SOLUBLE SULFATES % AASHTO CLASSIFICATION (GROUP INDEX DESCRIPTION LIQUID LIMIT PLASTICITY INDEX SWELL' % APPLIED PRESSURE (PSF) TH-1 2 a 9.7 96 33 18 76 <0.01 CLAY, SANDY CL TH-1 2 b 19.0 98 -0.1 150 CLAY, SANDY CL TH-1 4 9.2 96 -0.7 1,000 CLAY, SANDY CL TH-1 9 11.8 115 36 SAND, CLAYEY SC TH-1 1-4 12.6 38 23 67 A-6 13 CLAY, SANDY CL TH-2 2 19.7 106 37 21 83 A-6 16 CLAY, SANDY CL TH-2 4 16.3 105 -0.2 1,000 SAND CLAYEY SC TH-2 9 16.7 103 47 SAND, CLAYEY SC TH-3 2 19.6 104 38 23 76 CLAY, SANDY CL TH-3 4 .18.8 106 -0.1 1.000 CLAY, SANDY CL TH-3 9 18.3 101 67 CLAY, SANDY CL TH-4 2 a 20.3 103 39 23 86 A-6 19 CLAY, SANDY CL TH-4 2 b 20.0 107 0.9 150 CLAY, SANDY CL TH-4 4 22.5 101 0.0 1.000 CLAY, SANDY CL TH-4 9 20.1 106 1 52 CLAY, SANDY CL TH-4 1-4 20.1 40 24 79 A-6 18 CLAY, SANDY CL TH-6 2 13.4 <0.01 SAND, CLAYEY SC TH-6 4 11.1 117 0.1 1,000 44 SAND, CLAYEY SC TH-6 1-4 17.0 29 14 46 A-6 3 SAND, CLAYEY SC TH-7 2 a 9.0 32 SAND, CLAYEY SC TH-7 2 b 12.6 103 0.8 150 SAND, CLAYEY SC TH-7 4 7.4 107 -0.7 1,000 SAND, CLAYEY SC TH-7 1-4 11.0 26 12 1 37 A-6 1 SAND CLAYEY SC TH-8 2 ' 15.4 111 34 SAND, CLAYEY SC TH-8 1 4 14.8 111 34 SAND, CLAYEY SC TH-9 2 a 6.7 14 FILL, SAND, CLAYEY SC TH-9 2 b 16.7 116 0.0 150 FILL, SAND, CLAYEY SC TH-9 4 3.0 5 GRAVEL, SANDY, CLAYEY GP -GC TH-9 9 2.6 8 GRAVEL, SANDY, CLAYEY GP -GC TH-9 1-4 17.5 25 12 48 A-6 2 FILL, SAND, CLAYEY SC TH-10 2 16.4 <0.01 SAND, CLAYEY SC TH-10 4 10.1 21 SAND, CLAYEY SC TH-10 1-4 17.9 27 12 30 A-2-6 0 SAND, CLAYEY SC TH-11 2 b 19.0 98 -0.1 150 SAND, CLAYEY SC TH-11 4 12.4 11 SAND, SLIGHTLY CLAYEY SW -SC TH-11 1-4 6.2 5 SAND, SLIGHTLY CLAYEY SP-SC TH-12 4 3.0 12 1 SAND, CLAYEY SC TH-12 1 1-4 9.8 26 12 1 27 A-2-8 0 SAND, CLAYEY SC vv i w. 1a1. gnmrlLw i nnov viv nrnlLm ou, cvuv. (b): SAMPLE TAKEN ON MAY 28, 2009. NEGATIVE VALUE INDICATES COMPRESSION. RUSSELL ♦NULLS STUDIOS FORT COLLINS ALLEYS - PNASE 1 CTLIT PROJECT NO. FC04872.125 Page 1 of 1 APPENDIX B PAVER MOCK-UP PHOTOS No Text DOWNTOWN ALLEY ENHANCEMENTS DRAWING INDEX WEST LAUREL TO WEST MYRTLE ALLEY GOO - Cover Sheet G002 - Abbreviations and Graphic Symbols G003 - General Notes LD101 — Demolition Plan West Laurel to West Myrtle Alley LD401 — Demolition Plan West Laurel to West Myrtle Alley LD402 — Demolition Plan West Laurel to West Myrtle Alley LD403 — Demolition Plan West Laurel to West Myrtle Alley LG301 — Cross Sections West Laurel to West Myrtle Alley LG302 — Cross Sections West Laurel to West Myrtle Alley LG303 — Cross Sections West Laurel to West Myrtle Alley LG401 — Grading Plan West Laurel to West Myrtle Alley LG402 — Grading Plan West Laurel to West Myrtle Alley LG403 — Grading Plan West Laurel to West Myrtle Alley LG404 — Grading Plan (Entry Enlargements) West Laurel to West Myrtle Alley R1 — Roadway Plan and Profile West Laurel to West Myrtle Alley R2 — Roadway Plan and Profile West Laurel to West Myrtle Alley R3 — Roadway Plan and Profile West Laurel to West Myrtle Alley R4 — Roadway Plan and Profile West Laurel to West Myrtle Alley UR100 — Utility Relocation Legend and Notes West Laurel to West Myrtle Alley UR401 — Utility Relocation Plan West Laurel to West Myrtle Alley UR402 — Utility Relocation Plan West Laurel to West Myrtle Alley UR403 — Utility Relocation Plan West Laurel to West Myrtle Alley UR404 — Utility Relocation Plan West Laurel to West Myrtle Alley UR405 — Utility Relocation Plan West Laurel to West Myrtle Alley UR406 — Utility Relocation Plan West Laurel to West Myrtle Alley UR407 — Utility Relocation Plan West Laurel to West Myrtle Alley UR408 — Utility Relocation Plan West Laurel to West Myrtle Alley UR409 — Utility Relocation Plan West Laurel to West Myrtle Alley IR1 — Irrigation Plan West Laurel to West Myrtle Alley IR2 — Irrigation Plan West Laurel to West Myrtle Alley IR3 — Irrigation Plan West Laurel to West Myrtle Alley IR4 — Irrigation Plan West Laurel to West Myrtle Alley IR5 — Irrigation Plan West Laurel to West Myrtle Alley IR6 — Irrigation Plan West Laurel to West Myrtle Alley IR7 — Irrigation Plan West Laurel to West Myrtle Alley LE01 — Lighting Plan West Laurel to West Myrtle Alley LE02 — Lighting Plan West Laurel to West Myrtle Alley LE03 — Lighting Plan West Laurel to West Myrtle Alley LE04 — Lighting and Electrical Details West Laurel to West Myrtle Alley LE05 — Lighting and Electrical Schedules West Laurel to West Myrtle Alley LS 101 — Overall Site Plan West Laurel to West Myrtle Alley LS 102 — Paving Plan West Laurel to West Myrtle Alley LS301 — West Laurel to West Myrtle Alley Sections LS302 — West Laurel to West Myrtle Alley Sections LS303 — West Laurel to West Myrtle Alley Sections LS401A — Callout Plan — West Laurel to West Myrtle Alley LS401B — Layout Plan— West Laurel to West Myrtle Alley DOWNTOWN ALLEY ENHANCEMENTS LS402A — Callout Plan - West Laurel to West Myrtle Alley LS402B — Layout Plan — West Laurel to West Myrtle Alley LS403A — Callout Plan — West Laurel to West Myrtle Alley LS403B — Layout Plan — West Laurel to West Myrtle Alley LS404 — Bohemian Re -Striping Plan LS501 — Site Details LS502 — Site Details LS503 — Site Details LS504 — Site Details LS505 — Site Details LS506 — Site Details LS507 — Site Details LS508 — Site Details LS509 — Site Details LS510 — Site Details LS511 — Site Details LP 100 — Planting Legend and Notes LP401 — Enlarged Planting Plan — West Laurel to West Myrtle Alley LP402 — Enlarged Planting Plan — West Laurel to West Myrtle Alley LP403 — Enlarged Planting Plan — West Laurel to West Myrtle Alley LP501 — Planting Details FORT COLLINS DOWNTOWN ALLEY ENHANCEMENTS West Laurel to West Myrtle Alley FOR CONSTRUCTION Fort Collins, Colorado DESIGN TEAM Russell + Mills Studios Inc Landscape Architecture Fort Collins, CO Felssner Consulting Engineer Fort Collins, CO Hines Irrigation Irrigation Fort Collins. CO Clanton & Associates Lighting/Electrical Boulder, CO ----- -..._... -WEST M1. YRT 011G�) IIILJIIIII W [� lit a �1 0... I��Ci—. f�� i 1 -I L,—f 1 D Z > 1-. ZS-_J .. � �� tll �I�-W_-- C9 a n O En �7TDI........._d,0 Cil - o u•� ��II w IIWRELS --EST-LAUTREET -- ---- -- ._ _ _........... � . ._......... o ._._....., FA LOCATION MAP N.T.S. NGS GENERAL G0]1 LDrw $Teel GO32 Me aM GraLtic SYrIWis GW] Ckeeew Notes Feted GW4EaiIH`V PlopertY BWurtlary PLrn Wesl laurel b Wtlel MyrJe Ailey DEMOLITION Lot 01-Dese,U n Pbn We61 Laurel b Wew MyNW Me, 1O401-D.Y.W n Plan WW.I LBuel to We. Myrtle Me, LO4o2-DernWiJun WMINNIBn Wcl Luurcl b MaI MyrAle, L O403-De:„:un Pbn W..Luurel W Weal MINN NMy GRADW G 6 DRAINAGE LG301 -CIos6 $ucJq,B WtlM Lau101 b Wet MYNB AIky LGH12-CIOs[ SOBJms WBiI LBu1N b WOZI MyIW Nky LG303-C1oa6 Sxln,B West L veinal Y, We MMyNMPIky LG401-Gai., Plan WB61 Laurel to WWWI MyNeAYey LG403-GrBWYp PWn Wesl LBulw ey WeM MyNwv NOV LG403-Deed, VLn F. Laurelb Wu,,MyNB Na H1-R e..yPIPlan Emry El WestHI.r.I WBP,, My se We,, MyNo PYey H1- RWWway PI., Bed PrB1Yn Wual Leurel b Wesl MyNe Pee, H2- Rmowoy PPUs'le, and ProN. Wew Lee'el IB WBSI MyNe Nky M - ReuJrrey Plru, ana ProlYe Masoe Street HIM) N4 - HWJw:ry Vlw, BnJ VrBIYJ Masq, $Ilnel INBMI UTILITY RELOCATION UR1 W - UUNy Rw.caLee LeaunJ end NBMB ..It LBgW w We6I M,IUB ALey U11401- U411 y RHOCattn VLIA West Laurel b WWeI MyNe Alley UH402-Util ly NvlWc W,IPb WUSILauRIb Wryl MyrOe Aley UM 3-Ue!'y ReI..L a Plan We6I Leurel b-esl MyNe Alny UR4M-UWIIy Rel.. PMn Woel Laurel IB W. MyNo Aby UR405-U6IIy Relu IM PLee Wusl lapel to Wse, NIAM Nky UTWTY RELOCATION UR406-UYMy ReY ton PIP, Wes' LBrel b West Myrlb AMy UR402-U Wly N..T w, PE, we., Late. N W.L Myrlb AYry URA05- Ulley RekcaJq, PW, Was"e,eU w Wets MyNe ANry UR409-U Wly Rebsalkn PW West Utew M West MyNe Asey IRRIGATION IRI - Inba4m Pbn West LBurel toW.,I Myrtse NMy IR3- Ill..- Pkn West Laurel ro We.. MyrW AIM, IR3- InquJm Plan Weel LBurel b West MyrW AUNy As - Irrlya eti Pbn Weal Laurel b West Mylse AWy IRS. IY,NU- Plan ..II Laurel b West MyrW A4ey IRG- IYM.0cn Plan Wesl LBurel b West MyNe Aess IR1. MWaeq, Plan West Laurel b West MyNu AIJy _Q1 Collins 1LI dda A.IoemWo Pn+enl lIsy 19Ob .. S purye, zite l 30 Fwl s. CO 6052s 910-484-2020 russell. ts studios u1 LRWpewe, film 10 p9m4aeass wweaM6�.A r w Z 3 0 0 ~ W U SRyLANDSCAPE LS-IUI -pr MSlle Pbn Weal Lauelb Weal Myrtle AYey SITEJLANDSCAPE LS50T: S.INe. LS102-Povlrq Pkn WeP lnwNbWnl MyNe Pley LS503Sse Details Q rr2 ED N LSSUI -Well Leurclb Wes[MyNtl Ney S¢clMs LS509-SXUDMWB Z LS502 -West Laurelb West MyNe NWy Sectla[z L5510-SIb OeMJ, W O LS303 - West Laurel b WWU My. ANY Sectlms LS511-Sit e 0.bW N % V LSGOIA-LaIbuI VWn-WWeI Laureb WezI MYNe NkY L5401B-Layw[Plan-West Laurel to West MyNe Nky LP1US: PU`AW LepWrb&W Nobs LP001-ErJarpeo Ylantinp PIW11 WaWl lnurYlb Weu MyrW gYby Q LS,ID2A-CWIbul Pbn- West Laurel m Was[ MyNW AYey, LP402-E. dPlaellnp Plen Wesl Laurelb Wasl MyrW AYWy J 0 LS4028-Laycu1Plu,- WWM Lawel It Weal Myrtle Alley LP403- Enlwped Resets, PI.N West U.—Ib WWSI MyrW AsI J L.UWA: Case., Pbn- West Leurel b West.1. NbY LP501-PbIIW,y DaMla Q L5403B - Laycul PIBn- Weal Laurw IW We. MyNe Nby U LSIM - UW,enJnn Re-Sed,i W Pbn LS501-SA. Dates L$502-Sit. Oub9e Print Quality Control ,r. l..... S5U3-D'IIW DWYJIs LSSW-SIIOEN.: r � n[O o LIGHTING L3505-Sib Oul:rys HATCH 1 p HATCH p2 HATCH MS #2 .[B q'--,Ry l LEIN-U9tey Plan Weal Lauml to West MYNM AB:y LE02-LIy1,Wy PMn Wusl hotel W WW61 MyNU AOuy LS50E-$Ile DabJs ALL HATCHES SHOULD APPEAR ABOVE i0 MATCH PRINT �R� .[B P— Data: 3-IB-II LE03-Llynby PWn WON Laurel b West MyNU AWy DUALITY ACHIEVED FOR SET. IF HATCHES 00 NOT T.ZTIRGTL�— -dIr Drawn By JB/B LE04-Ekeeical 3.U4ft Wesl L.UeI b Wesl MyNe Aluy 1E05-1-11"Ebcsec[ SClwdWee West UUM b West MylW May APPEAR, PLEASE REPRINT VIA A REPRODUCTION COMPANY. Itel.le s, rwrr uvll. nT CrreCFed By CR/Pp RUSSELL4MILLS STUDIOS IS NOT RESPONSIBLE FOR ANY BIOS PREPARED ON DOCUMENTS THAT 00 NOT DISPLAY ,LB 'sIr Sheet G001 SECTION 00300 BID FORM PROJECT:7212 West Myrtle Alley - Downtown Alley Enhancements Place Date 1. In compliance with your Invitation to Bid dated March 1 2011 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 ABBREVIATIONS 6 AND L ANCLE ® AT a CENTERLINE C CHANNEL 0 LUMBER OR ROUND AD ADD MJ AGENT NET MPROX ARCH ASPH 011 BLDG B01 SENT BTWN BW C.B. CEM. CF. CRAM. C J. CLR, C.M.U. C.O. COL. COMB CONC. CONSTR. CONT. CONTR. CY. MOO. DEPT. on. CIA. DIM. DWG, CA. E B. E J. EL. EUG, ENCL. EQ. EQPT, A MCA ORAIN ADDENDUM ADJACENT AGGREGATE ALTERNATE APPROXIMATE MCHITECI(URAL) ASPIWLI B BITUMINOUS BUILDING BOTTOM BRACKET BETWEEN BOTTOM OF WALL C CATCH BASIN CEMENT CUBIC FOOT/FEET CHAMFER CONTROL JOINT CLEM(ANCE) CONCRETE MASONRY UNIT(S) CLEAN OUT COLUMN COMBINATION CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR CUBIC YMD(S) D DEMOLGH, DEMOLITION DEPARTMENT OCTAI DIAMETER DIMENSION DRAWING E EACH EXPA1filON BOLT EXPANSION JOEL ELEVATION ELECTRICAL ENCLOSURE EQUAL EOUIPMENI FG FIN n FM GA DAILY GC CLU LAM CND CR HD HER. IN. raga. UP 1.B.C. 1.0.0, 1.0. INCL. is. A, L.P, LT. LAI. MU. MEIN. MCI. AN, MH. MUI MISS. uTD. N lo. ND.. I NOM. N I,S. O C. DO. OPP, F DNISH CRAOC CFIN1W E GM FLOW NNE C[ OE CURB G CAUSE CA VfMZED GENERAL CDIITRACT(OR) GLUE VMINA¢o GROUND CRAM N NGVY W11 HEADER HEIGHT uURIZONPAL cH POINT INSTALLED BY COFTRAaDR INSTALLED BY OTHERS INSIDE DIAMEIER/DIMENSION INCwD(m). (ING). (SINE) J JOIST JOINT K KEYED JOINT L LOW POINT LIGHT LIGHTWEIGHT M MAXIMUM MECHANICAL METAL MANUFACTURER MAWHOLE MINIMUM MISCELLANEOUS MOUNTED N NOT IN CONTRACT NUMBER NOMYA NOT 10 SCALE 0 ON CENTER DAMCIER/gMENSOx OPPOSITE P P. PROPERTY LINE Pl.RCS1. PRECAST Pl. POINT P.Vo. POLYVINYL CHLORBE PMMT. PAvEMEul R RAD. RADIUS HE REINFORCING BAR(S) RD. ROOF OR" BET. REFERENCE REEF, REINFORCES. REINFORCING RED. REQUIRED RESIL. REONENT S SC. SCALE SCHEID SCHEDULE SCR SCREEN SECT. SECTION Sr. SQUARE 1001 ('LEI) SET. SHCEI SIM. SIMILAR SL. SLOPE so. SQUARE SST., S/S STAINLESS STEEL STA. STATION STD. STANDARD STL. STEEL STRCT. STRUCTURAL SIM. SYMMETRICAL T 1C TOP OF CURB T& G. TONGUE AND GROOVE 1.0. TOP OF Iw TOP OF WALL TYP, TYPICAL U U14F. UNFINISHED U.O.N. UNLESS OMERAISE NOTED V VERT. VERTICAL W W/ WITH W/0 WITHOUT wt. WEIGHT WW M. WELDED WIRE MESH TYPICAL SYMBOLS AND INDICATORS MATERIAL INDICATIONS COMPACTED SIACPADE ® UNDISTURBED Wt BASE COURSE. SUB-BASC, GMVEL, CRUSHED RMR SANE, WORTM COCRCIC, CAST IN PEACE PRECAST CONCRETE ® BRICK CONCRET CONCRET MABSNRYE UNITS STEEL ® ASPHALT WOOD, FINISH ® WOOD FRANK UPROAR MEMBER WOOD ENNI INTERRUPTED MEMBER REFERENCE INDICATIONS SECTION A- SECT" IDENTIFICATION L501 --SUCH WHERE SHOWH1 DETA L DETNL IMNTIADHION B01 --- SHFR WN[FC SHOWN REVISION SYMBOL Q,- , RMSION NUMBER SYMBOLS EMISIING CONTOUR ("5.10) EXISTING SPOT ELEVATION --Y— — — RIGH15 OF WAY/PROPERTY LINE UNSCREW Aj5 PROPOSED CUNT" 45.10 PROPOSED FINISH SURFACE SPOT ELEVATION IF. 8510 PROPOSED ALLEY FLOW LINE ELEVATION TC 115.10 +BC AS.10 PROPOSED TOP/BOTTOM OF CURB ELEVATION IMP 85.10 +TRW e5.10 PROPOSED TOP/BOTTOM OF WALL nEVATON NOTE: ADDITIONAL ABBREVIATIONS, SYMBOLS AND INDICATORS MAY APPEAR IN THESE DRAWINGS. REFER TO APPROPRIATE SHEETS FOR IDENTIFICATION AND CLARIFICATION. THIS SHEET APPLIES TO t-SERIES DRAWINGS ONLY. 8fiCollins 3� dda Io—Loen De,WWmenl AUNwily 19 p0 Toen SOrole, S.H. 230 Fy1 C01ne, DO 8051A russell.mills studios 111r¢4yeerc, rletM bnviW.m 905b p:9N.111�55 Ln wT' J J J IQ a IQ f Z n 3 u a H d U Of 3 Of O p u Z O In y U Z Z Of O � O U w H ¢ Cif m GOWc Om.n BN, JB/JS G002 1.AM WORK SMALL CONTEND 10 IIICSC CONSTRVC11GJ DOCUMENTS, C.FNFRAI GRAOINLI NO( C 2. THE CONTRACTOR SHALL KEEP A COPY OF THE APPROVED SEE OF PLANS AND PERMITS ON -SITE AI ALL TIMES. IN I. ALL DC14AGE AND MARKING IS SUBJECT 10 THE GENERAL NOTES ON THE COVER :AIICt 0! TICS[ I, PORTIONS OF PROPERTIES ADJACENT TO THIS PROJECT ARE LOCATED IN THE GY ADDITION. CONTRACTOR SMALL CARRY CONTRACTOR PREPARED AND LOOKER APPROVED DETAILED WORK PLAN FOR ALL PLANS, AS WELL AS INC MATEO SICKING AND MARKING CONSTRUCTION NOTES LISTED HfNE TOO -YEAR CITY-REGAND DORY FIODOPLAIN AND ROOD WAY OF THE OLD TOWN BASIN, .MR ON THIS PROJECT. ALL CONSTRUCTION AND DEVELOPMENT ACI1NLIES ARE SUBJECT TO THE REQUIREMENTS 2. ALL SGIAGE SHALL BE PER INC CITY Of Fail COLLINS STANDARDS AND THESE PLANS OR AS OF CHAPTER 10 OF CITY CODE, AND MOST BE PRECEDED BY APPROVED FLOWPLAIN 3CWSTRUCROR ACTIVITIES SHALL BE LIMITED TO AREAS AS SHOWT ON THE PLANS UNLESS APPROVED OMEDWSE BY OTHERWISE SPECIFIED Iry JUICE, USE PERMITS. FEES, AND NO -RISE CERTIFICATION PHROM TO CONSTRUCTION ENDMECR ON CONTRACTOR PREPARED DETAILED WORK PLAN, MOBILIZATION, 3. ALL SICK POSTS SHALL UTIU1( BREAK -AWAY ASSEMBLIES AND FASTENERS PER 111E STANDARDS. 2, ALL FLOODWAY AREAS CERTIFIED FOR NO -RISE DURING THE DESIGN PHASE OF THESE 5 I THE WINRACIN SMALL PERFORM THE A WORK ACCORDING TO ALL OIY, COUNTY, STATIC L O FEDERAL SAFETY RR HEALTH REGULATIONS IN PARTICULAR. THE 1RENCMIHG µD OPEN EXCAVATION OPERATIONS SHALL COMPLY M'IM ALL CURRENT n FIELD INSPECTION OF LOCATION AND, ALL LAl1011 BE ALL SIGNS SHALL IN PERFORMED BY M[ CITY PROJECTS SHALL BE ION ERNDEO 10 VERIFY NO -RISE IN THE AS -BUILT CONDITIONEl OSna. REGULATORY gEWIH[MCIIIS STREETS CORRECTED AND CITY LNCWCEN, ALL DISCRLPERIM IDENTIFIED EBIN DURING THE FIELD INSPECIIOv PRIOR 10 CONSTRUCTION CN BEMOBILI7Ai10N, THAT UNELMUST BE [ORR[CIEO BEFORE 1MC 3-vCPR wAHPaX1Y PER100 VnLL BC41rv. ]. I' CONSTRUCTION OVERNIGHT. ENI OR STOCKPILED MATERIALS SHALL BE STORED WITHIN WRIT WORN MAY COMMENCE CONTRACTOR NAIL MADDED DETAXM OR PARKINGPLAN OF ANY -CONSTRUCT N MEETING SHALL HAS RECEIVED ME fL00DWAY OVfflNILMI. WRITTEN APPROVAL M COx1RA[IDR PREPARED DEiuLCD WORK PLArv. a PRE -CONSTRUCTION M[ETwL SnAll BE RCOUIREO 5. SPECIAL CARE SMALL B[ laxEn IN SILO LOCATION t0 FxSJHC AN UNOBSTRUCTED VICw OF EACH SLx. PRIOR i0 CWM[NCEM[N1 0! PITY WLViN. B ALLSYMBUS. INCLUDING ARROWS, ONLxS. CROSSWALKS STOP PARS. ETC. SHALL BE PNC-1'OFMCD RRICAI IVI SYSTEM DESIGN ASSUMES MINIM j AT LE ST 2R%0Y SMALL CONTACT THE UTILITY MODIFCXCAV TTON R (SWTER OF CTO HAVE (ONCE) AT 1-DDU-922-I9CA (W bll), TICRMO-P1P511C. 1. THE SYSTEM MAXI UM DOZ A GEOF 1 DYNAMIC PMAT THE FOR THE IMITATION llp1 SYSTEM nA LEAST T WTY SEE CAC$ PRIORLATERALS 10 EALSOBEGINNING CBCAVO ATE OR OR 10C, GI HAVE ALL REGISTEVANCE,flC0 UTILITY LOCATIONS OF ND ESTDr- O A 4A%WVN C) TAX LE OF 10 LP4 A- THE 3/4-INCH R VALVE SHALL MARKED. UTILITY SERVICE LATERAL$ ME ALSO ID BE LOCATED PPMpR 10 BEGINNING EnCAVAIIpN. ]. PNlgi 10 PLRMPNC111 INSTALLATION Of IgniNC STRIPING AND SYMBOLS. ME CONTRACTOR SHALL PONT-OF-COXNECl10N (PPC) TAP METER BPCKFLOW AND MASTER VALVE $XnLL ALL BE ME ],IHC CONTRACTOR PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME THEIR PLACEMENT SAME 42E VERIFY PRESSURE ANO ELOW C. SHE PRIOR t0 COIISIRUCDCN. SMALL BE RCSPMGBU FOR PROTECTING ALL UTILITIES DURING CO RSTRUCBON AND IN C NNATING WIN THE APPROPRIATE UlgllY COMPANY FOR ANY UTILITY RELOCATIONS REWIRED. SMALL BE APPROVED BY MC OIY ENCENER PRICK IO Pf RMANENT INSTALLATION0( $TRIP WG $1NBIX5. 2, READ THOROUGHLY AND BECOME FAMILIAR NTH THE SPCCIEICARONS AND INSTALLATION FENCES. B. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR 10 INSTALLATION OF STRIPING M MARKINGS. DETAILS rGa THIS AMID RMAILD WORK PRIOR 10 CONSTRUCTION. . CURBS VED DOE TO, LANDSCAPING, E THE URNS, SLNS AND OTHER MISCELLANEOUS B RDELM S ROPEDNEB, DAMAGED,TO CONS REPLACED W IUPROREO I THE PROJECT SHATHESE O1C 9. ALL POSTS BREAK -AWAY ASSEMBLIES AND FASTENERS PER ME STOW? IN LIKE KIND AT. AC OR S EXPENSE. OTHER01M E CONTRACTORS RFSION[0 w uKC KIND AT TIME COry IRACIO't'S CxP[NSC. urvLE55 OInERmSC INDICATED W MCSE PLANS NSE LA LATIMER COUNTY URBAN AREA STREET CO BAN AREA STREET REPEALED EALE TE PACE CIfO APgll 1, 2W) PALE 3, COORDINATE UTILITY LOCALES (-CALL BCFGiC YOU DIG) OF UNDERGROUND UTILITIES PRIOR 10 CIUIBE M C-3-A ADOPTED BY Lµ14(R CWNIY, Glv OF LOVSIµO, CITY OF Fpil COLLINS Y O FORT CONSTRUCTION. CONSTRUCTION ACTIN NVSI CORKY Mln THE STATE OF FOR PACT ♦. x01 Wllx THE INSTALLATION THE IS SYSTEM THEN IT IS OBVIOUS IN DERE NTH CO OLOCESSRADO ASSOCIATED LNM CONSTRUCTION ACTIVITY.- FOR IY INFORMATION CONTACT THE OEPARIMENI C! nCKln, DEPARTMENT WATER 10. MC IrvS1ALlwC INC SHOWS "ALL BE RCSPW90L[ FOR LOCATING µD PflB1CCTrvG ALL CEO IIMC FIELD Inal F THAT FE EXIST T CR CREATE DIFFERENCES HAVE BEEN CONS WATER WAUIY COMFORCEM BEAUTY DRIVE K. LORADO0 00233-LS%. AIiCIMiIOx: WOCO-PC-B3, AJCO35BG OAR mLAR,OM, CLOAK. OUNDCONTRACTORUTUR MDARGiWrvO VIISTRO. HE ENG[TWS MI MC ENGINEERING, IF IN RUCTION DE AIL DISCREPANCIES IN CONSTRUCTION DETAILS. LEGEND. T SECR I OR SHALO. SHALL PERINSTALL AT ENFORCEMENT YCTW. PHONE (}OS)693-1S9AFFE PM TCULAR, REQUIRING INSTALL wai1L[5 DOWNSTREAM OF µD Al GICn BAyxi AFFECTED BY WORK RCOVJtIrvG CPCry E}[AVAHW. II 51LNAfF µGI STRIPING HAS BC[IM OC1[RMwCO By NIWUAIIW AVULPDEC AT M[ TINE BE PENCW PRIOR 10 INIIUIHW OF THE WARRANTY PERIOD, MC ENGINEER RESERVES THE RIGHT i0 REQUIRE NOTES, OR NANDOPµ OR SPIIES TO THE AS ARC NSOf THE D. BRING ALL SUCH OBSTRUCTIONS OR ARE DISCREPANCIES DISCRCPANGES 10 THE g1iEN11W Of lnC ENGNE[R. lair DEWAIERING 15 RCWWED TO INSTALL UTILITIES. A STATE CONSTRUCTION DEWAICRING PERMIT. 15 REWIRED IF WATER 15 ADDITIONAL SWAGE AND/OR STRIPING f THE ENGINEER DETERMINES THAT AN UNFORESEEN CGIp11W 5 THE MAW MLS ARC OACRAMMATEC THEREFOR[, THE FIXLOMNG SHOULD BE NOTED. CKKARLCO WID A SIRCCI, STORM SENER. CHANNEL. (RESEARCH TRICK, M ANY WATERS OF ME UNITED STATES WARRANTS WON 5LNALC ACCORDING TO ME MUTED OR THE COOT M AND 5 STANDARDS. ALL yG+ACC 11 THE TYPE. LOCATION. AND NUMBER OF ALL KNOWN UNDERGROUND ETHICS ARC APPROXIMATE WHEN SHOWN ON MC AND SIERRA SHALL FALL UNDER THE REQUIREMENTS O THE 2 YEAR WARRANTY PERIOD FOR NEW CWSIRUC110N (EXCEPT FAR WEAR W TRAFFIC MARKINGS) A ALTHOUGH PROBATION COMPONENTS WAY BC SXNC x OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL DRAWNLS. 1 SNA BE IK WSPON9B4NY OF THE CWIRACIO'i TO VERIFY ME EXISTENCE AND LOCATION BOTH HUNZONIAL AND VERTICAL CF ALL UNDERGROUND UTILITIES ALONG ME ROUTE OF THE WORK DEFEAT COMMENCING NEW CMNSIRUCTW. µY COST MOURRED I0 LOCATE UNUDE5 SHALL BE ME RESPWE BUI1 Or MC CONTRACIOR. THE 12. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER 10 CHAPTER IA, TRAFFIC CONTROL DEVICES, FOR ADDI ROYAL DETAIL, IRMCAIWN PIPE AHD MIRING IN LANDSCAPED AREAS CHEAR POSSIBLE. CSNTRACTEM SHALL BE RESPOIMSBLE FOR UNKNOWN UNDERGROUND HUMB5. B. TREE AND SHRUB LOCATIONS AS SNJN ON LANDSCAPE CONTRACTOR IS HESPONSBLE FOR FIELD LCCPNNG AND VERIFYING CLE'IATWS Of ALL EXISTING SEWER PAINS, WATER 13 ME CONTRACTOR SHALL SMINT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WIN NU TOi0 THE APMOPflIAIE fllW l-Cf-WAY ABIxCRIIY. (LOCAL fxIIIY, COUNTY. OR SIAIE), FORAYpp PLANS TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIIONS. ON BETWEENME RI ME PLANTING Fors CoUms /F�V Cottins AIRS, WRBS, GUTTERS. AID OTHER UTILITIES AT THE POINTS BE CONNECIIW SHOWN ON THE PLAN. MET AT ANY ORLEY CROSSINGS PRIOR 10 INSTALLING ANY BE ME NEW 1MPROVENDIIS S A CONFLICT EXISTS MID/OR A DESIGN MLDIFICAT R IS APPROVAL PRIOR TO ANY CONSTRUCTION ACIINIIES NINE, M AFFECTING, THE MINI-DF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FM PROVIDING ANY AND ALL TRAFFIC COILINU DEVICES AS WAY BE MATERIALS, WHO ARWII[CTURAL rEPIURCS. REWIRED. THE CGMMACTOR SHALL COORDINATE NTH ENGINEER f0 MODIFY THE DESIGN. DESIGN MWIFIGINNN(S) MUST BE APPROVD BY CONSTRUCTION MANGER FROM 10 BEGINNING CONSIRVCIIW, REQUIRED BI INC CONSTRUCTION ACIINIIES. C. UK ONLY STANDARD FEES AND ELBOW FITTINGS USE OF CROSS TYPE FITTINGS 15 NOT ALLOWED, UTILIZE SWEEP ELLS �� U PRIOR TO THE COMMENCEMENT BF ANY COSTRUCIIW THAT MEE AFFECT TRAFFIC SKNS M µY TYPE, WHENEVER POSSIBLE dda 13.MMY DISRUPTION CF ENTITY S[RNCE MAT 15 REQUIRED 10 ADJUST. EXTENT, RELOCATE. CR OTHERWISE REARRANGE ANY UTILITY SMALL BE COORDINATED W ADVANCE NTH ENGMEER AND THE AFFECTED URITY ENTITY. UNDER NO CIRCUMSTANCES THE CONTRACTOR SHALL CONTACT LOCAL DITTY TRAFFIC OPERATIONS DEPARTMENT, VINO WILL TEMPORARILY REMOVE OR RELOCATE 1K SIGN Al NO COST ID ME CONTRACTOR, HOMEVLR, IF 1KE 6. PROW[ THE FOLLOWING COMPONENTS 10 THE OWNER PRIOR IO THE COMPLEIIW OF IKE B� SMALL SERVICE BE DISRUPTED MIHWI PRIM MARTEN NOTICE i0 ENGINEER h REVIEW OF CONTRACTM W CPANEO OEIALCD CONTRACTOR NW[S 1NE TRAFFIC SIGN MEN THE CONTRACTOR WEL BE CHARGED FOR THE LABOR, PROJECT: oenlOm ONNIPPmenl WDRK RAN REQUIREMENTS MATERIALS AND EWIP4CNT 10 REINSTALL ME SIGN AS NEEDED ALBRiI, A TWO (2) OPERATING KEYS FOR EACH TYPE CF MANUALLY 19 GO ToYin SRI IX NOR ENDING ASPHALT M CONCRETE STREETS OR PARENT LOTS ARE ID BE CUT. ME MOUNTED AREAS MUST Bf RESTORED TO A CONDITION EQUAL TO OR BETTER THAN PPE-CWSIRWTW CONDITIONS THE PIMPING CWDTON SHALL BE 15. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS FOR MC YWHAL NSIALLATON OF THE TRAFFIC 5GNNG AND STRIPING FOR THE PROJECT RELATED TO THE PROJECTS LOCAL STREET OPERATORS IN OPERATED VALVES EMile 230 EWE CA MINH CO OBCUM[NIED BY ENGINEER BEFORE ANY CUTS PRE MADE. PATCHING SNALL BE DONE W CONFORMANCE WIN THE MOST RECENT LABAD R COUNTY DRUM AREA STRUT STANDARDS AND M[SE PLANS INVOKED SURFACES SHALL LAWS SMOOTHLY METHOD. TTHE CONTRACTOR TFC ACCESS RESPONSIBLEEMF I ALL COSTS FOR TRAFFIC YWWG AND $TRUING RELATED ]THE IRRIGATION CONTRACTOR IS RCSPpl51&C FOR THE rvSTALLATIW OF WfiGATCN SLEEVED, S((KS ARE ON CONT FOR ROM PIPING AM FOR THE I WREAL At EACH RAADEN S W524 MID IHC EXISTING SURFACE. CRDSyNGCOOROWAIE INSTALLATION BE iLEEWIC NTH OTHER TRADES ANY PIPE OR MPE 970-484-2020 _ SJOW DRAINAGE Nnrtc WHICH PASSES 15. ME CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT NO uW OR DEBRIS IS TRACKED OUTSIDE M[ Hw15 O AUK DEFINED HEREIN MW AND DEEMS MUST BE REMOVED FROM WORK AREAS WIMP 24 HOURS BY AN APPROPRIATE I. ME GIY Or FORT COLTS SHALL NDT BE RNSPW4&C FOR THE MAINTENANCE CP STORM MARRIAGE MECHANICALMETHOD (t C. MACHINE BROW SWEEP, LIGHT DUTY FRONT-END LOADER. ETC.) ON AS APPROVED BY ENGINEER, PADDLES LOCATED ON PRIVATE PROPERTY, uA 1[NANCE OF ONSTE DRAINAGE FACILITIES SMALL B[ THE 16 MERESPONSIBILITY CTORACTT SHALL PREPARE P CONTROL PLAN AS PART BF THE N RAN xM BE MC PROPERTY OMdR(5). PION CONSI URCHOM MESOWN MAT MAY AFFICI ECT TRAFFIC FLOW O. ACCESS ATI N COORDINATION W/ UT h CSAAM p[gNME MUTE G PROPERTY KIBOL TRITUDPARKINBEI N E ACCORDANCE IN PAINUAL 14 UNIFOR OWNERS ALL MKHC CW IRO DEVICES. STiWNG AND yWIxL Sxau BE IN tCCOiDANC[ min IMF xAMIAL Ory UNIFORM IRNHC CWIR0. DEVICES CC TNACTOMEx15 I InE CW ILE AGENCIES PRIOR SHALL BE GELUIN yBE FOR CDIANNL ALL NECESSARY OF THE COIL ALL APPLICABLE AGENCIES PRIOR 10 [OMUErvCEu[NN C! CONIRVCTOI. n HSl OF SOME O THE TH44T COMPLETION OC THE TINE SHALL BE ttEANfO µD RESTORED i0 A CONg1Y}I fCVal TO OR BETTER ANOPAIEO PERu115 REOVPEp FOR THE PROJECT IS AS FOLLOWS CON. MAI IxAN WHICH EXISTED fiEIORE CONSNRVCTW. D BEFORE a, STATE CO5MUC11ON WASTEWATER DISCHARGE PERMIT B. COLORADO PERMIT FOR STORM WATER DISCHARGE TOR SHALL (A SEN PRINTS ME PLANS R IRME CONTRSMALL C. RIGHT -ON -WAY PERMIT IS SMALL BE KEPI PO FORMED B ICIM TO CC THE REPRESENT THE DIMENSIONS AND D LOCATIONS OE}ySJ10P PEp BY RE PERFORMED D. &ALONG PERMIT (FOR PROPOSED LIGHTING) TO FIN( THE PRIOR YDITHENELYTHE CONTRACTOR TPEEMN5 WJ51 PNEYLII MC'REOED 'REBURIED' PRINTS 10 FOR FOR ME CONPREPARATION E. BACK FLOW PREVCNICR PERMIT OF, f EPRONAL UCIBLE' CO D DRAWINGS' OF A SEA CF REPRODUCIBLE 'RECORD DRANNGS wWM SHALL BC SUBMITTED i0 ENGINEER PROW l0 T PRIOR TO 2. ME DMC SMALL BE FOR C91AInHL ALL NECESSARY CNCROACHMENP PER4115 PRIOR 10 CONSTRUCTION [ONSNRVCINMN ACCEPTANCE DC THE PROJECT, CCMM(NCEMENI OF CONSNRVCIICN. CONSTRUCTION 19. ME CONTRACTOR SHALL BE RESPONOSM FOR SECURING ME OTHER APPLICABLE PERMITS NOT SPECIFICALLY REQUIRE BY OWNER, 20 AFTER ACCEPTANCE BY OWNER, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED t0 BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A PERM OF TWO YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION. 21.ALL CONSTRUCTION LAYOUTS SHALL BE PERFORMED UNDER THE SUPERMSON OF A PROFESSIONAL LAND SURVEYOR. 22ALL LANDSCAPING WORK SHALL BE CMHPLETEO BY P LANDSCAPN4 CONTRACTOR THAT SPECIALIZES M LANDWAPWC AND / ON LANDSCAPNC REPAIR, ALL WORK SEES MUST BE RESTORED tO THEIR ORIGNAL COACHMEN WIInW TEN (10) WORKING DAYS OF .1111M1. 23ALL FRENCH EXCAVATION SPOIL MATERIAL MUST BE TEMPORARILY REMOVD FROM ME PROJECT STE. IT Sn4L BE STOCKPILED Al A OTE DESIGNATED BY THE CONTRACTOR AND RETURNED FOR REUSE WHEN ACTED FOR THE PROJECT. IMF DE9CNLP 9MLL HIDNCE Ix MI5 USAIgI W THE Rµ, IXL LOC.E. ARM GYPoPIKN OE RE NLAGESI LIN1 Y BCNCKMARYS (2)FOR ML PROJECT AS MLL AS INC BASIS OF KAI NLS THE WFtlWARM SHALL 6L AS FOLLOWS. CITY O TOM CEWxS MARKING DATUM SOUTH COLLEGE AVENUE ILA FEET SOUTH O INTERSECTION OF WEST LAUREL R.OW. W SOUTH COLLEGE AVENUE R.O.W. NML/SHINER STAMPED. IS 25372 C LEVATGN=A9B9 60 (CITY Of FORT COLLINS) 12]91] SO E - IYW70.45 GENERAL SITE NOTES' I. LOCATION OF STE FURNISWNGS IS APPROXIMATE. LANDSCAPE ARCHITECT 10 APPROVE PRIOR 10 INSTALLATION 2, REFER 10 LS400 SHEETS FOR ALLEY CALLU I$ AND GENERAL LAYOUT. L REFER 10 CIVIL DRAMNGS FOR UTILITY AND DRAINAGE LAYOUT. 3. CW INACER SMALL HOMEY ALL NECESSARY UTILITY COMPANIES AB HOURS MINIMUM PRIOR TO BIDDING FOR VERIFICATION OF UNDERGROUND UTILITIES. IRRIGATION AND ALL OTHER OBSYRVCTDNS WHO COORDINATE NTH ENGINEER PRIOR 10 EMPATHIC AETHERNET L DIMENSIONS ARE O FACE OF CURB AND EDGE Cf PAVEMENT UNLESS DERNET NOTED. ALL ARTURO AND CASINGS ARE SHOWN FOR CENTER PONE Or ALL RAW, 5. ALL OF ME ART IN PUBLIC PLACES PAVERS MLL BE FIELD LOCATED NTH THE LANDSCAPE ARCHITECT'S APPROVAL, QEDFRAI LANDSCAPE NOTES 1, PLANE QUANTITIES SHOWN MR INFORMATION ONLY, CONTRACTOR RESPONSIBLE FOR VERIFYING UANIINXI 2 ALL LANDSCAPING AND PLANTS 10 BE LOCATED NOT TO INTERFERE WITH C%ISIINC M PROPOSED U ILITES, UTILITIES 10 BE FIELD VERIFIED PRIOR 10 ANY PLANTING 3. ALL PLAN MATERIAL TO BE AMERICAN ASSOCIATION Of NURSERYMEN (AAN) NUMBER ONE GRADE. H. PLANTS ARE SJZCO AS CALLED OUT W PLANE LIST UNLESS OTHERWISE NOTED ON PLANS. BENEATH EXISTING HANDSOME WNCRE SLEEVWG WAS NOT INSTALLED WILL REQUIRE HCRIZWiAL BORING BY TIME NECARON CONTRACTOR. Im 8 INSTALL ALL ELECTRICAL POWER 10 THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE NTH EBB$BIIREBIllS studios IHC NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTING uTUTY CODES, 141 NiNWargl,e IN 9, THE COLLOWWG SHOULD BE NOTED REGARDING PIPE KING. IF A SECTOR O VNSZED PIP[ Maas law, IS LOCATED BE1M[N THE IDENTICALLY SIZED SECTIONS, THE VNLZED RPC 15 THE SAME NWwAL SIZE AS ME TWO GOOD SECTIONS MC ONSZEO PIP[ SHOULD NOT U CONFUSED I. PEARE RAZZ HYy N4IyllliWy mn THE DEFAULT PIPE OLE NOTED N THE LEGEND, � IO. HANGING BASK[IS ON UINT POLES µD ON WALLS WERE DESIGNED ASSUMING 3' Cf wLWE TURNING (MPPDX I,B GPH/BPSKEI). POTS WERE DESIGNED ASSUMING THE FOLLOWING PDT 3=]'(APPROX. 11.2 CPIXIMOM AND 4=10'(APPROX. 16 GPn/POT) (POI TYPES 3&A PER wTURNINGTURNING LANDSCAPE PEAKS) REFER 10 DETAILS AND SPECIFICATIONS FOR MORE DRIP INFORMATION. J ROW TOTALS ARE BASED ON THE LENGTHS ABOVE AND IKE DRW PIPE MODEL NUMBER. J Q 11 AIRLINE MRCS, AND LATERAL SLLEAS ARE SHOWN OAFAAMAIICALLY FOR RARITY AND SHALL BE WSIALLCD WHEN CONCRETE SAKE MORELER POSSIBLE, Z 12, ALL SLEEAS AND PULL BOXES SHALL BE INSTALLED PRIOR i0 HARDSCAP[ WSTALATWN. Z CONTRACTOR SHALL COORDINATE INSTALL WIN GENERAL CONTRACTOR, Q V1 0 ~ W i- 13, TRAFFIC RAIEp PULL BOKE$ STALL BE UTILIZED AT ALL PII=C IINIERSCCNWZ AND CHANGES BYNRECT101N THAT f U Z 0 OCCUR MI A HAROSCAPED AREA. D 4 IRRICATICRILIMEOUS SYSTEM IS DESIGNED [W IOGPN. MULTIPLEVALVES CAN OPERATE yYUL1ANCW5LY WTHIx THE IQLPu yJPP.Y Q Q Z 15. FLOW SENSORY IS SIZED 10 READ A LOW FLOW BE APPROAMAICLY O.A CPM. If VALVE 0 OUTPUT IS LESS THAN 0 A GPM, FLOW SNGER FILL HOT REPO PROPERTY ADD Cal PROMER N Z U MAY SHUT DOM CONTRACTOR SHALL CONTACT IRRIGATION DESIGNER IMMEDIATELY IF ROWS ARE LESS THAN DECOYED ON PLANS. Z 16. PULL BOXES CULL SE UTILIZED AT ALL PIPE INIERSECIIWS AMU CHANGES CC CRITERION O J 4 J THAT OCCUR IN A HAROSCAPED AREA, INCLUDING AT BASE OF EACH UGATPpC (NOT SHOWN O ON PLANS). U IZ. SWEEP ELLS SHALL SE UTILIZED ON ALL SLEEVES WHERE EVER A 90 DECREE ELBOW IS NEEDED FOR EASE Or MAINTENANCE, ).-. 18, INSTALL 12 MG !RACER NR[ ON ALL MAINLINE PIPE. W'B gUof 55EZ G / O 212 Dole: 2-18-11 DFIwn By All CM1ecReE By: CR/W SNeeL �OF GOLL�'�LX �05CF G003 D Ri W C IF OW11 IWAE CWry xllh P 1 - I RCK REIOER xW MASpI. LLC 6W S. MA90N S1. 91141-II-005 282-1863 - Y DEAN wRIGHT (LLAN. LLC. 155 N. COLLEGE 1200 113 W. MYRTLE ST. 9114I-IT-002 (JO3)793-3638 - 3 ANTI TOLL" Try ONNERSIIY MANOR. WC IN W. MYRTLE ST, 91141-IT-110 (505)JIY-T52T - 4 JSON HANSOM 6 ALEK DUE S. COLLEGE AVE. - 221-9332 5 LAAH - 5 NIN ,EII1ER OF 5. COILEC£ AVE 97141-I4-017 442-3133 - 6 CLYDE CAwNO IT EATON ]FREE, NO. 613 S. COLLEGE AVE. 97141-14-016 493-2105 - 2 O(K.. COMPANIES 5, COLLEGE 619, LLC 619 5. COLLEGE AVE. 97141-I4-015 490-2626 - 8 EOIEMMN CCWPANIES S. COLLEGE 619, LLC 621 S. COLLEGE AVE. 92141-14-014 490-2626 - 9 COHEN. CWPANES S. COLLEGE 619, LLC 621 5, COLLEGE AVE 91141-14-DIJ 490-2626 - 10 WHT.. CIRRI S. CULEU 619, LLC 639 S. COLLEGE AVE, 92141-14-011 490-2626 - 11 RICHARD ALE C 649 S. COLLEGE AVE 97111-14-001 (3032534-II}2 - 12 ICON KIODOEflWIZ 116 W. UUREL ST. 92141-14-032 224-2454 - 13 WIN KLORGERMN2 116 w. LAUREL ST. 97141-14-010 224-2454 ROAD CLOSED(TYPE IN .. ROAD WITH FENCWO WEST LAUREL TO MYRTLE ALLEY SOUTH COLLEGE AVE. E DANER NW[ n a PHONE 1 - IY VICTOR/OARS SHEEHI 110 W, LAUREL ST. 911Y1-14-019 182-3729 - 15 LARK WUUAA5 WILLIAMS FAMILY LTD PARTNERSHIP 120 112 W. LAUREL ST. 97I4I-IY-027 9B9-6327 - 16 BRENDA VANUCAK PICKLE BARREL 122 W. UUREL S1, 97141-14-028 18T-0235 - 11 MAY LOU/EUGENE G RNIMWI 126 W. LAUREL S1, 97141-14-031 - 18 MARY WU/EUCENE C RNZ. 128 W. LAUREL SI. 91141-14-024 - 19 MARRY/SUE KUL RULE REAL ESTATE INVESTMENT. LLC IN W. V,UREL S1, 9J141-IY-025 482-1917 - 20 NAVRY/SUE KLLL KLII REAL ESTATE INVESTMENT, LLC 634 S. MASON ST, 91141-14-023 482-2917 - 21 RODNEY CLOUGH 632 S. MASON ST. 97141-14-022 (114)629-1136 - 22 RODILY CLDUCH 630 S MASON ST. 91141-14-021 (214)629-1136 - 23 YUNC-KI All CHEN 628 S. MASON ST, 97141-14-CM 266-1018 - 24 RICK REIDER NW MASON, LLC 622 S. MASON ST. 97141 - 14-019 282-IR63 - 25 RICK REISER HELD MASON, LLC 616 S. MI ST. 91141-14-018 262-HUT ROAD CLOSED MIME IN) 6' CONSTRWNDx FENCE rvuluwua AWES Of WORK I TYPE YI BARRICADE W/ CONSIRUCIION FENCE 0 SDEWALK CLOSED 0 Rr.L - Ran CLOSED MY AREEND NOTE. I. NO PARTING 504E TO OL e1STALLEO AT LEAST 48 HOURS TRON 10 NEEDING SPACES. 2. TRAFFIC CONTROL FLAK 10 & SUDW11ED ST DETOUR 0 RCA CORTERD ITS TO HARE CITY Of FORT GREW IMfRC FOR APPROVAL. THE RAN IS ONLY MASON ST. NEGLIGEE AS A GUIDE TO CONTRACTORS FOR _ _ _ _ _._ _ r BMW PURPOSES. THE FINAL TRAFFIC COTROL RAN 6 THE CONTRACTORS RESPONSIBILITY AND 0 WILL 0E APPANAGE) ST THE CITY OF FORT _ I GWURS 3. COLNN.CI W TO PRWIOE UP TO 8 S ECRUH SGNS IT Ay) yw T60 ST ON ER. CONSTRUCI'AN 1 1 I .. CEIOW ROYIEs PE PRONGED FOR ALL /FENCE IN 1T. AC E K ACCESS Is MTI SIyU yOrT LOST AS SHOULD KEPT 10 A Nlµ,M CLOSURE I IJ FENx BC PULLED BAGx 10 DEED P LL MW.NAM. RHKWA SHOACCESS RLDN SCE WAIT! ACES$ WIE11 FV.$BLL. 1- BE: IGET I~ IOU l 13 �CDNTRwcrOR TO - - — - - PRDRIDE ALL 1 WEATHER KCESs '� L EIL9URE NO10 1 PFOR EO ACCESS _ REMAINDER OF O TO BE CONSTRUCTED O PROJECT ENTRY I I NEt-AUGUST I: REFERENCE SC I SECTION 01010-GENERAL I RCA REWIRE- IS _ _ �J col4sryurnoN I i�l i3 - - j I CLOSURE i31" iV H ISid M/ N(IMT11 FOf, [�I`5 0o dda Io.nLo— D-e c,,mycnl AUTAI 19 a. Tom S9uoe. Suite 230 mn_W5 24AnOn russell.mills studios IT1a¢Ee9em-F1e IN bNrlw.wml P:91004,5855 !n W = w J W g� a as Z K j O Z � of Z p 3 m GO Y 0 rn a � L' Z DODO w o O � =3 N GO ~ x w 0 W 3 0 EL Dale: 2-18-II DI BY LEI Checked By CR/PM Sneer G004 WEST LAUREL TO MYRTLE ALLEY SCALE. I'-30' - AT CULL SCALE (1{ A34') SOUTH COLLEGE AVE. 6 2 4g v 112 � 1V II Iv ur W nl�.lH now PONT I rcrw (3 NSIRS TREE(5) RD ELISIYC DOWNS%XJI ON ROC! GRAN EASING DOORWAY ® MITI DOW NG S EII$IYIG WGII-K-WAY 0 o EASING LOT LRE EASTWC PROPERTY LINE EXISING SIKGI SEWER PAKU[NI SAKUI REUM CURB AUTO LATTER weuomvawweivmweu CONSTRUCTION TRIPS (OR AS DEFINED W FIELD) KUM EXISTING CONCRETE PAKYENT OR S'OILUALN ® KUM EXISTING ASRULI PAKUENI FKUGK EXISTING CIMEL CI&R AND CRIB OE404.1" KEY' &kolllns 0 UNDER EASING PAWNER (ENGRE PERN(IER OF PROTECT UNITS) ® KUM EASING CONCRETE PAKYFNI CR SN[WNJ{ 0 KUM EASMC ASREUT PAKENDU �� 0 KUM EASING CRAM 0 KUM EASING CONCRETE CURB AND/ON CURER 0 KUMEASTNC BO(IMO(5) pp da 0 KUM EASING MATE ENEE - SEE NOTE B, SHUT LD101 0 KUM EASIWG RAID RE WAU R.nlo.n Da.UapmmL 0' CLEM .0 ONB A.0 F, 19 ON to.n BQuara. 0 PROTECT EXISTING ONCE Suit. 230 Fart CoUne, CO OFECLIDIN NOTES 80524 920-e134-2020 I. SEE UTEIh RD.000ION PUN FOR All UTILITY DEYgIIIONS AND/ON RELOCATIONS. 2. ME KUIXNGN EMITS SHOWN ON THIS DRAWING ME ARPRUMR E AUTO IGLU ACE FOR REFERENCE ONLY. russell.mills studios 3. ME EXISTING FENCE W KALE BE REUER, Ill e.mlepeave..fule lDi RATE N PE CE WITH PRNAIE PROPFRIC OWNER, PENCE SHALL UL LOCATED l0 O O Mw-Nu,855 RGHI-O-WAY, THE CONTRACTOR IN WITH Ix[ WITH HE SING p'. Y10.{81.8955 TO RELOCATING PROPERTY OWNER PwON 10 R(ICGTWt ME PENCE. HE PENCE. wAuuWnr¢e�aumn UEn {. THE CONTRACTOR STOOL PROTECT ALL DI$ING FUTURES RIAT ME HOT TO DE REYOKD MJACENI TO THE CONSTRUCTION AREA INCLUDING. BUT j- N01 UNITED TO. ADIALENT OUTLINES, FOUNDATIONS. PARRNG AREAS r CREATEAil AND ABOVE CREATE OR UNDERGROUND URLNCS. ME CONTRACTOR J IL SIWL BE RESPONSIOE FOR MY DMACE THAT 9DIIE) OCCUR TO MY ON-SPE, OFF-9TC. PUBLIC OR % ATE FACILITY ON FUTURE AS ♦ J Q J J RESULT OF IK CONSTRUCIYN PROCESS FOR ING PRWECI, Q Z W 5. ME EXISTING INLETS SHOWN ON THIS DUWNG TO K PROTECTED 9U11 F Z REUNH IN 5ENRE DURING THE[CUOIRION AND CONSTRUCTION OF THE PROJECT. W IT IS CFTERFNED THAT IT 5 NOT FEASIBLE 1O RRORCR 0 _ K O THESE WIEN RUDER OMUGE DURNG THE CONSTREIIox PRECFSS T— Y f V THE CONTRACTOR SHUT, CO LECT THE ENGINEER FRUITS To BECJNNNC Z 1 CtUWTON. 3 2 H ¢ 6. CURB. WRIER AND$WAU( ID[SHALL BEPEYOrID 10 IK NEAREST O LETSI t 3 Z Wi. OO 2. ACCESS 10 BRSUESYS AND IESO:NC6 Sw1L SE P D DURING (n O rCONSTRUCTION XCESS REQUIRED FORK ONED qN SHOULLDD CLOSURES1. OF Z W W O CTS BCE C ERTAll THE CITY MO Ap.U!FNT PROPERTY OWNCRS PRGR TO J G MY KMME. AUTO REPLACE —SEE B. REMOSHEET COSTING UKIS (SEE LM-0 A44 REMSCD U HOT CUT x01 CUT [%USING PAKIIS U J UNTIL NEW CO CRi UNTIL NEW CONCRETE CURB HM BEEN WSIN.IED. BEER F N ~ W 9. USERS CF E MA CUT O. LAUREL S{REEI, FUEL S KEI.EWINI MO UIRTLIMPS. STRAR MPR HEASE FEUD KRUP LOOS. WIT 0 3 AULcy E IN A. R CI ET NL TO BE IN MCDRDWCE WITH CITY SIN[EI gEP.YR E Ey STANDARDS, $TNONDS. Dale: 8-11 UUN. 10. ALL TREES ME TO REUSE TREE PROTECTION PMCITY 51MDMD$, Diann By JB/JS By JB/J II. ME CONTRACTOR SWll PROTECT ALL ELECTRIC TRANSFORMERS ON OR Checked By: CR/PT. IMUE ULEY ADJACENT 10 THE 400SITE THAT ME DECORAED, PAINTED OR CONIAN ARTWORK. SEE SPECS FOR PROTECTOR REWWEUENTS. Sheel LD101 RD RD x0 tlX •.L{1Y�.l.l� d.`i 3 MMOulxly LECENY �. Ci3 Gy� ExSiNC IPC[(S) RD EIISINL OMr5Pp11 OR RUUC DRNN -q I E/EIWC WORuv CASIRW BJlpNO CXISRNC RILNI-OF-WAY EY,sIWC PROPERTY LINE EXGTVC STORM SEWER �Ai*i`V1 Al ly RT ". Li PAKMENI SAWCUI NE4 CURB AND GIVER .. .. .. ti. CONSTRUCIIW LIAWTS l77 B A j ueauwisuu4u uWVui (OR AS OElwEO N D(LD) 0 C T 5 [A➢ OOWNSNAII CONNECTOR ROX TO SEAR- REMOVE EUSIINC CONCRETE PAVEMENT EMI. SEWER W�N (ERP IFY NV. BO.I %)-PIE CAP w/ SINNtE55 • E'.. SEF NOTE IB SNCEI LDI01 i S S C 11 - �OtSTIN�L`WDs 10 NE A`.' _ _ •.. _ A ® STANDARDORRE49yF ESeDE.XISTING A$PIIALI PANCMENT fl[✓J+E [MISTING GUVCL m. m � CLEAR AND, wue L"f9:m'�Ylpi9 c7C9lf \, �.vK, .r„r r.?Yy'W _ � I N Ix4ounox xEr. OO SAWCUT ENSRNC PAVEMENT (EMIR[ PEANEIER OF PROJECT LI m m. ® REYUS Ex61WC CONCRETE PAVEMENT OR SIOEW.LLR I I 0 T EXISTING ASPWIT PANEMENI I:t w>, �: r r C o m m W 7. ./tom(`" � I � � O R)IOh Cx5rxC CPwVfL O � •. �"`1 2. 1� - . O I p O REWVL C%SING COKRER CURB NIO/OR CUTIFA G OO Rpph ExSTNC MLARD(S) RLMTE EXSTNL PRNNE PENCE - SEE NOTE 3, WET LDIO1 1 ® RIDJOVE CASING RA4Ap'8 IR WNL WEST LAUREL TO MYRTLE (SOUTH TO NORTH) �M w�%„ o ° CRIS A PROTECT E%SRNL IKE SCALE I -=ID' - Al FULL SCALE (24"%36 ) SEE SHEET 403A SEE SHEET 401B OUTSIDE Of flOW 10 RE4NN IN %ACE [V[RLRE[N TREE 10 BE IRI4uE0 TO 8 (PEf CITY 5105) lPON, &SE 10 ALLOx !Gt $ILxI IwES 10NORTH EASIwC COVCRE2 CMAi WILT 10 RELLVN_ .11, SEE SHEET 403B SEE7SHEET401B m I m m m ? 7t I ... ..r Iw:.� N. �>��I ;.,3 y 1 En .. M $lo MIX mim ICo. ol�oJ O8- 1Q dda Penton De,eac-cnt Autna.ly 19 pC loco Savaa. S R. 230 Pal Cceh es CO 80524 ^ rus Llls studios 141 AcokleI. fie N4 MWb,m N524 LJ J W J J Q Q Z W 0i Z m O z 5� 0 zy O w N o J; o (n 0 OF U Z w w 0 O � 0 5 DO K w 0 3 D.W 2-18-11 Dmen By JB/JS Checked B CR-1 Sneer WEST LAUREL TO MYRTLE (SOUTH TO NORTH) IVI• IV :I. Nl LD401 B SCALP.1-=1U' - AI FULL SCALE (24%36") CJ EXISTING MILES) RD EXISTING DOWNSPOUT OR aROO' ORION CASTING DOORWAY CASTING BUILDINC EXISTING RIJIT-OE-WAY EXISTING LOT LINE EXISTING PROPERTY UNE �.� EXISTING STORM SEWER PAVEMENT CANNOT REMOVE CURB AND GUTTER II AWWXMIMNNNNYMIN CONSTRUCTION LIMITS (OR AS DEFINED DI FIELD) REMOVE FASTING CONCRETE PAVEMENT OR SIDEWALN ® REMOVE EXISTING ASPHALT PAVEMENT REMOVE CAI GRAVEL CLEAR MU CHUB O SµCHI EXISTING PAVEMENT (ENTIRE PERIMETER V PROTECT UNITS) O REMOVE EAISIXW CONCRETE PAVEMENT OR SIOEWNH O REMOVE EXISTNG ASPHALT PAVEMENT © REMOVE EXISTING GRAVEL 0 REMOVE EXISTING CONCRETE CURB AND/OR GUTTER O REMOVE EXISTING MIANI 0 REMOVE EXISTING PRIATE FENCE - SEE NOTE 3, SHEET L0101 © REMOVE EASTNC MEROAO NE WALL �\ WEST LAUREL TO MYRTLE (SOUTH TO NORTH) ' �) o CUT, T C GRUB PROTECT EXISJING TREE Iv TIv V 21 n SCALE'.I =10 - Al FULL SCALE (29 X30) DEMamON NOTES 1. SEE UTILITY RCLOCAtONI PLAN FOR ALE UTILITY DEMOLIIIWS AND/OR RELOCATIONS. 3. THE RELAXATION LIMITS SOWN ON THUS DRAWING ARE APPROXIMATE AND µE FISH REFERENCE CHLY. 3. THE CAUSING FENCE TO BE REMOVED AND RELOCATED IN COORDINATIONWITH PRIVATE PROPERTY OWNER. FENCE SHALL BE LOCATED W90E Of RCHT-OF-WAY. THE CONTRACTOR SHALL COOROWAGE MIN IRE PROPERTY OWNER PRIOR 1O RELOCATING THE FENCE. M. THE CONTRACTOR STALL PROTECT ALL EXISTING FEATURES THAT µE NOT TO BE REMOVED µJACCNT TO THE CONSTRUCTION MCA INCLUDING. BUT NOT LIMITED TO, XO ACENI MALDIVES, FOUNDATIONS. PARKING AREAS W MOVE GROUND OR UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR 10 ANY ON -SITE, Off -SAE, PUBLIC OR PRIVATE FAULTY OR FEATURE AS RESULT OF THE CONSTRUCTOR PROCESS FOR TINS PROJECT, 5, ME EXISTING INLETS SHMIM ON THIS GROWING TO BE PROTECTED SHA L HUMAN IN SERVICE DURING THE DEMOLITION AND CONSTRUCTION OF THIS PROJECT. Y R IS DETERMINED THO IT IS N0T FEASIBLE ID PROTECT THESE INLETS WITHOUT OAAN+LE WRING ME CONSTRUCTION PROCESS ME CONDUCTION SHALL CONTACT THE ENGINEER PRIOR TO MORNING DEMOUION, 6 CURB, GUTTER µ0 LOEWAK SHALL BE REMOVED t0 THE NEAREST JOINT. ]. ACCESS TO BUSINESSES µXI RESIDENCES SHALL BE PROVIDED DURING CONSTRUCTION ACTIVITIES TO THE EXTENT FEASIBLE. ANY CLOSURES OF ACCESS REWIRED FOR CONSTRUCTION SHOULD BE CONROINATED NTH ME CITY AND AFAIACENI PROPERTY OWNERS PRIOR M µAL CLOSURE. -u0 NUSfE4 B. REMOVE CASTING PAVERS (SEE LOMOIC STOCKPILE AND REPLACE -SEE SHELF LS401A TOREVISED LAYOUT -DO HOT CUT EXISTING PAVERS UNTIL NEW CONCRETE CURB HAS BEEN INSTALLED, 9. LIMITS OF STREET CUT W LAUREL STREET, MASON STREET, AND MYRTLE SMELT µE APPROXIMATE . PLEASE REFER TO FIELD OEMOLION LIMITS. A 1q ALL REPAIRS TO BE IN ACORDANCE WITH CITY STREET REPNP STANDARDS GR W'q;GApcW I0. ALL TREES µE TO REMAIN. USE TREE PROTECTION PER CITY STANBAFGS. 11, THE CONTRACTOR SMALL PROTECT AL ELECTRIC TRANSFORMERS W DR wVEDATIEY ADMCENt 10 THE AOOSIE THAT µE DECORATED. PANTED OR CONTAIN ARTWORII. SEE SPECS FISH PROTECTION REQUIREMENTS. 19 act love Saga. Suite 230 Fort DO .V, CO I4i.oA S..X.., SJ.IM Mt rcWs.. M524 p'. 970.484&SS x JAVeN AAVEjX.wm Ln W J W J J Q J RD Z W 3 = K O 0 5> 1= z a f v 3i 2 N U 0 W -A 0 Z to 0 Or o = W W O J 0 K 0 5 U r Of h 3 0 Li Dot.. x-1e-n 01— BY JB/JS Ch.c4.0 By CR/PM Sh WWt LD402 ��____ SEE SHEET403B SEE SHEET 401E MASON STREET (SOUTH) Lid I`JD NA!II i1 MASON STREET (NORTH) LfL�1 N� 'A KALE. 1'=10' - AT FULL SCALE (Y4'x3L) U SCALE. I'=10' - AT FIT (34'X36-) DEYOL ran \LEGEND' (p �j E%'SUNG 1REE(S) RO EXISTING DOWNSPOUT OR ROUE DRAWN EXISTING WORMY EXISTING BUILDING i 0 [MISTING RICNt-OF-BAY EXISTING LOT ONE EXJSNNG PROPERTY LINE --- — EXISTING STORY SEWER PAVEMENT SAWCUI 0? REIM CURB ANI) GUTTER umulxmvuvaWnmanm CONSTRUCTION LAWS w ADEM (OR As DEnx[D w nELD) 9£0 w REM M EXISTING CONCRETE PAVEMENT OR SOEWNK `I1, ® REMM EXISTING ASPHALT PAVEMENT REMOVE MINING CJUVEI CQ 5 CLEAR AND CHUB Y DEMOLITION KEY' C_vY ryi-� r Coltins O SAWCUT EXISIWG PAVEMENT (ENTWE PERIMETER OF PROJECT UNITS) 0 REMOVE EXISTING CONCRETE PAVEMENT Be SIDEWALK C/ 0 REMOVE E%I$RNC ASPHALT PAVEMENT O REYM EXISTING CMKL 0 REMOVE EXISTING CONCRETE CURB CUTTER ICUTTER0 9 dda REMOVE EXISTING BOLLARDS( O REMOVE EXISTING PRIVATE FENCE - SEC NOTE 3, SHEET LD101 —toe, Oeveiopmenl 0" REM EXISTING RAILROAD TIE WALL Auth—ty 0' ore, 19 DO i— Squ.Suite CLEAN AND GRUB 0' PROTECT EXISTING TREE 23O Fnt Cdl-, CO DEYOIITIOH NOTES: 80524 970-484-3020 1, SEE UTILITY flELOGNON PVN FOR ALL UTlUTILITYOEYDEMOLITIONSAND/OR/OR RELOCATIONS. $. NMI15 ON THIS DRAWING ME APPROMILwIC AND fn ME FORDENCLITIONREFER ME FOR REFERENCE DNIY. ONLY. (U$$CI.miO$ studios 3. THE FYJSTING FENCE TO BE REMOVED AND RELOCATED W COOROwVKW 141 e. MLIO eve., SAX 101 WITH PRIVATE PROPERTY OWNER. FENCE SHALL BE LOCATED WISOE 01 WAARMA'°1tMLN RIGHT-OF-WAY. ME CONTRACTOR SHALL COORDINATE WITH THE P910.464.6955 PROPERTY OMER PRIOR TO RELOCATING THE FENCE. uw11NMnu0i®,mm uU) X. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ME NOT TO BE REMOVED ADANCENT TO THE CONSTRUCTION AREA INCLUDING, BUT } NOT LIMITED 10, ABOVINT &LLDAG5, FOUNDATIONS, PALMING AREAS ADM CREDIT OR UNDERGROUND UTILHIS. THE CONTRACTOR J OurWHO STALL BE RESPONSIBIE FOR .1 DAMAGE LINT SHOULD OCCUR t0 ANY J J Q J W-DIE, OF(-SITC. PUBLIC OR PRIVATE FACXITY OR FUTURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR MIS PROJECT. Q W Z 5. THE EXISTING INLETS SHOWN ON TINS pNWAG TO BE PROTECTED SHALL REMAIN IN SENATE DURING ME DEMOLITION ARM CONSTRUCTION OF THIS 0 = LL' O PROJECT. IF IT IS DETERMINED THAT IT 5 NOT FEASIBLE TO PROTECT , g 5-I= THESE INLETS WIMOUI DAMAGE DURING THE CWSTIEW ON PROCESS z S V THE CONTRACTOR? SHALL CONTACT THE ENGHEER PRIOR TO BEGINNING r �i Z DEMOLITION. N O ME 6. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE HEARCST In t 3 Z JOINT, JO O O V) 1- >. ACCESS TO BUSINESSES AND RCSBENCES SHAH BE PROVIDED WRING f Z CONSTRUCTION ACTIVITIES TO THE EXTENT FEA9BlF, wR CLOSURES OF W W O ACCESS REWIRED FOR CONSTRUCTION SHOULD K COORDONTED WITH THE CITY AND A0.VL[NT PROPERTY OWNERS PRIOR TO MY CLOSURE. J in w ,- J m 0 5 0. REMOVE EXISTING PAVERS (SEE LDe01(, STOCKPILE AND REFVLE-SEE (, SHEET LS401X FOR RE`ASED LAYOUT-W NOT CUT EXISTING PAVERS T- UNTIL NEW CONCRETE CURB HAS BEEN INSIALIED. to 9. LIMITS UR STREET CUT PLEASE STREET. MASON SHEET, MYRTLE W 3 ION E REFER CI AST ET RE MR LwI1S. STREET ARE ATO BE INTAC PLEASACCORDANCE ALL REPAIRS 10 BE IN ACCORDAINCE WITH Cltt $Ift[ET RETINA SIMIDOADS. Dole: 2-18-11 10. ALL TREES ME TO RE". USE TREE PROTECTION PER CITY STANDARDS. Drown By JB/fi Checked By CR/pM 11. THE CONTRACTOR SWJL PROTECT ALL ELECTRIC TRANSFORMERS ON OR IMMEDRUILEY ADIACCNT ME OE THAT ME DECORATED. PANTED OR CONTAIN ARTWORK. SEE SPECS FOR PROTECTION REOU LD403 4 5 -2* t I - CRADE 1995 W---- 112=1�1. 4994,50 . . . ........ ------ 9"0 qqago rL 94W - - ........ . ... - ............... I . ........... . ......... "M 10 DISILE (SWIM to MORN IAL INTIM 8 -2' 1 II'-10" el - E,aST.IG WUDC !99PR�CD DID& I. 4594.50 9tu 94 63 I-- -- 4 ------ - It P't IP @ m� CTf�L,'UPEt TO MVRTLI (SOUND 10 NORTH) 8'-2" m 11 -10' U5111 GFM '99500 65 . . ....... 1999.50 ..... . ..... . ........ . . - -------- . ... . .. .. .......... .................... . ...... ................. .. 19.Op ALLEY CROSS SCfIeN-WC51 LAUREL TO WRILI 45WIH TO NORTHI 8 -2' 11 -to' 4996 DO c DISTING GME PROPOSE[ GRADE ..... ... . . ... .. ... -F� 9k93 CTfpU9RLL TQ eIRTLL ($QDTH TO NVTK)E 9-2' -10' 499G00 . ................................................. . .... . ...... .................... _ .......... . 199E50 I .... ........ .. . ..... . ............ .. . ............ .. --- R. )POSUDGRAV 951 ------------ - �995 00, 10 It 9167 ll�CLAUREL TO WRTLE SOUTTO NORIH) !ElflT� 96 11 -10' M 96 66 499550.-A d . ........... .. . ...................... .. ..... ... . ...... .... . .... UFSTLNG GRADE ... 1 —PROPTSID GRADE 4 �Q ----------- _ �66 FL 94 51 @ I'.}'_ti HORIZONTAL " a", 'fSOUTH 10 WOOD) VCPIICII SCPIL 6'-2, 1 W-10, 499SQo I IIIITIII 1111 :— 1994-50--'ll 41 .. .................. IROP.OSXO._CWI 4sp 00 ....... . .. . . . ....... . ... . ......... - '93B7- 9 96 4991W. . ............... . . . .............. . ............ .. ........ Llw ... ...... . .... ........ . . . ....... . . ...... . . . ... 14+0 TO MYRTLF (SOUIH 10 NOKMI a -2" fl nt -10' .............................................. 4WI W_ -Its ----- It 9341 mNEO E (SOTOH)mnp@ 0 103CEuw dda 19 pE r,ai Imn russell.mifis studios 141 . a*11 e,,fle I OR W calka, . 1105N R9704UM55 z C) 0 M ow 0 W DO wo 0 U) W, U z 0 0 U C) 11 Date. 2-18-11 0'.. BY is/,S c".0.4 By: WIN Sh.,k LG301 8'-2' Zi II'-10' 199950 .. ....I ExI510q GRAD[ 1499,W I PRprosED cAADE 1991W 1 _ _ ._ 93 11 93.5.1 1993,W ___ 9 Ft 93 10 Iy N1C1 CROSS S[CIIQN-RL51 LAUREL t0 MYRTLE ISWtM IQ NORINI SCALE: 1'=2'-0' HORIZON.. - KALE: 1•=I'-0' VERTICAL 8 1 � II 10 _ � I � FROPOSEO LRWC I 199159 .... : _ CxISNIG GMOC 93.10` A99]W K 92M R 9283 µEft CRJ55 SECIgN-WEST LAUREL i0 MYRTLE (SWIM IO NORTEI I\ Lli]1 $CNC: I'•1'-U IgPIZOIIIAt � $CAIG I'x l'-0' Vfflllpl e I ` 499400 -___. ._....._.._ Ex151iNG GRACE 999150 PROPoSEO CRADE I I I f99100 ._. .. ..... .... 09250---.__9ZW 91 y➢ 2tiR .. .._. 91_R6 1/ 5�µlEt CROSS YGIgN- ESI LAtREt 10 MIRILC KINH 10 NCRTH) SCUL I'•1'-0' IgR120N1µ 8'-2' m lt'-IO' !.99390............................. ... ............... ...... [N15IirvC CPApE 9992 50 I PROPOSED GFME 4991.W. 9101Y 11x I �OGt ........_0. 91A .. ......................... ._ _._ _ _ @ALIEI CROSS SECTM- YµE! 1•-2'-0' W ZONIAL KALE I'•I'-D' VERTICAL J o �1 1995.50..........._... g .........__ PM S GRADE .. Ffl------ _......_.1IC 9510 yy � j(9510� S 9995 W.._ I[ 95.W ,1-------------------- ll 95W s u BC 9 �i � 9991 W _ _.._ _ _... ........ EL 940 1991.W._............. _ _ _ ... ........................ ....... _...... ALLEY CROSS SECTCN-WSON SWIM (WC<_I 10 FARM - LOOpN6 ESSI ILL SCALE: 1'=1'-0' WRIZONIAL SCALE: 1'•1'-0' VERTICAL r-D• u._D. -k =i MMUD PIANIWG ARU — - - s91 Ex6ie6 LPAOC� •- RTIPoSCD GRADE __ __. —__ L 159550 ... -- ___......___ - Y __ _ __-........95W _ _ . ,. BC _ ................_ .._�..._. _.. .. ......... ....95.Ta.. fL 99,90 1095pALLEY CROK SECTON-Wo(NNth WEST TO EASTIII�I p.y /. • T SCALE: I'-1'-0 IYJR12ONTAL fl CoWns SCALE: I'=1'-O' VERTICAL r-O' } u•-D• Ex6TWG GRACE dda �A9f.OD.._.. _ PROPOSED GRACE o,ntoxn De,i0c ent 1. _...._ _ _ _ ..._ _ ...._. AU Ncrty Yq' 19 pd TCvn 59uaa. 9995.50 �... 1 .. .. ... ... _.J 9uue ]JO BC 9591 ��_ ! Cat Cd nv CO 9516 .. _ eD52a ............. 95.29 9 0-461 ZOZO 49913D................ ..... _.— -------- ..... ................. .._ - rn Ou. r w IN w 1 1 fur T fussel.0IUS Studios 9CALL I'-1'-0' Np2120Mµ HI I.Me9e We_vlel9l STALL 1'.1'-0' VCPTICAI ylvly.m AOSiA Ln wluvLL ht]Ncmn YYb 00......_ 1995.50 ..T.S......................._EXISTINGCRADC._w L_......____..PROPOSED GRADE . ___ SS <4 I ^Q ..._ ___...... J WQ 1 W �49S.00..... 5 - - --^-^ "^^^-" 95.1G Z r Z W 95W EL 9999 0 w C O _.._..... ....... _....... ......... _....... __._ __ ........... f— O f U Z 'AQ LOOKING U tp . r-2'-D' NOR¢oNlu w w SCALCI r.r-D' WRNcu p N 3 z n w O 00 J U W O �,00IICGr �Q �; N�iOEhf+tF9A O J 4: N Y or9�E H w O; �;oJl.f lly^+hp O F O" Lr_ h auLlA Oa1W: 1-Ie-11 Drain 8g !0/b Checked By. CR/PM Z• N P 2 1 SheeL LG302 Be 95.21 dY95.o0._...... I. .. 5..............._ [N6TIxC DWOE 199150 9a N PROv05[D CN.00 . OW 912 I r _AUb CRO55 SCCIgN-MWt4 NORM (WEST TO EA5T) - LWNNG CAST 5G I"•2'-0" WRIZONIAL SM 1'.1'-ti VCRTCAL m m EM6IING GRAOC PROPOSEO PIANIRC $ 4995 50 W ... PROPOSED PIANIWC �PROPOS[O CRADE� AREA �4RCA .. .. "-"I 199]OD Ell, I99< 0................... ............... 9 ' . .... FL Y1.11.... 9 92 18W 9a 26 ALL£r CROSS KCiro -L N To EAST)Mx SC L: 1-.2 -0 WRIZONIAL SCNE: I'. V-O' VCRTI m m i EAISONL CRAPE PROPOSED, Cwtt b - ---- /jOC 9487 4991 SO 1 .... _ FL 91. M1 OC oal 04 AllEl CR05S Y[IroN-AN90N NORTH (WEST 10 EAST) - LOOKING WT l\ tlol / SCNL I'=2'-0' HORIZOxIAL m Wil jb EAlzuxc cnADL 4994,50......1..........._-..................... ........... ........L'........._ ......_._PRJP05[D gLOE - IC 949 I 499! 00.__.._ 1g - ___ __ _ 10 � 1 FL 9393 h sre, I".2-D'WR11aNr SCNE: I'.I'-0' 1'CRTC Cri Collins 09H dda Salo 230 Cal Cafns. CO 9052s 9>O-464-2020 russe0.miUs studios al.mLeaar<,.aela OCt2. MI R p..w P.1a.wmss rmlussebils'igrsmn (n W J W J J Q Z W J 3 N m O O Of U 3 U H Q W W z o "3 z (n Nr OOU Z K J ¢ J � U 5 u r w Yl� occ µ.,y�:lwll5.'4W a 3 �y3lONFLC�O O Dalc 2-18-II Oro— By JB/l5 CnacF eE By CR/Pu I� Sheet LG303 8. BID SCHEDULE (Base Bid) Lump sum with separate cost schedule for contract additions/deletions. Contractor to provide for the construction of 7212 West Myrtle Alley Downtown Alley Enhancement work per these specifications, drawings, and contract documents. ALLEY IMPROVEMENTS LUMP SUM: $ ALLEY IMPROVEMENTS EXCAVATION PERMIT FEES COSTS: $ 7,000.00 TOTAL BASE BID COST (LUMP SUM): $ IN WORDS: 0400 - UNIT COSTS FOR ADDITIONS/DELETIONS TO CONTRACT SECTION NUMBER ITEM UNIT UNIT COST DEMOLITION 02070-1 Remove Existing Concrete and Asphalt S.F. 02070-2 Remove Curb and Gutter L.F. SITE LIGHTING AND ELECTRICAL 03300-1 Pedestrian Light Footing EA. 16520-1 Pedestrian Light EA. SITE WORK 03300-1 12" Concrete Header L.F. 03300-2 18" Concrete Curb L.F. 03300-3 Concrete Bench A&B EA 03300-4 Concrete Pavement - 5" thick S.F. 03300-5 Concrete Sidewalk - 6" thick S.F. 03300-6 Concrete Pavement - additional 1" thickness S.F. 02780-1 Interlocking Concrete Pavers S.F. 02510-1 Asphalt Patch TON Rev10/20/07 Section 00300 Page 2 WEST LAUREL TO MYRTLE SC41:1'=10' - AT ML SCALE (24'F76') IIa9,ml- lI i�11 SOUTH TO NORTH) -- - 0 ]5S 11.95 IL 91.61 055K i 61� rL vnoa o:) N 91 11v\: I UI t I 1 I ryry I m I aLipl / I O e n WEST LAUREL TO MYRTLE (SOUTH TO NORTH) I a T O I On 3 p .TC Ex. Elrn I IC 9 66 BL 91!] BC 9133 Ex. EL. wlCll Eq m I rE 9501 60 B[ 91J]( wTCx 1 EL 11Cn-Ex: [L.�� -BC 91 �0 1 _ 91!I .^ C 94 L' BC 9e 3]I up vl�� 2 G N cy Cl P� R 9,w II 50 n�0 c B o �G� � m3 e0 I F 1 Op0 II 'L I 1> I pl "IIII P. rx'^ mill. 7 N— C / I rrF 95.1] -!4 950 url5. � rt 94 n� . rL 91 W I1 50 HP 95_ 4 Be _CL9a Lit ?,9 T {-QI . �1W 9450 W 0II IW 96 0 O)Sx nl < \�\ UJSS 90 FL 9 9195 - Ell 95.10" 9a 9171 FOf��IlloS �-� dda o.mo.n oe.elopmem uTo— y Iv u S Ia :v n 19 Ole ]o,rn 59•wa. SNb ZO Ew1 Colt,W524 co r .1 ( Basta 970-101-2020 IC 91.51 OC 91.1) M1 9J 9` �ffffff' I 1. I r I I � , russe0.mils studios I I 19).9 � y 111tMn9erve�.3e1W b'laiw'm 0 � p:910.eB18965 5 I r U( I -:./ xwvrvaWiauOw.mn ml 93 I i mi J) 8N` m L pp ' /m c' w HCI EEIC C. EL. T f 11 Q 3/i/f 8C94:2U u W I •�� ' 91.]I z j / wren Ex. FL---' Wt CX [L FOOD fEGCE 1. 9369 q 97.' 'I 3 iF w F6 91 )0. - .... a a 15 .., SIC ":20 H Z ' 9/.11 _ _ _ L('91'q - 11 013] 1„41 41` BCy93)0 : 9]6! Q Z y O L 93 r .--FV9395' o i-. _ Y 15 L93-4 Z j QJ _ . ryy3G)„ FL 93W r1 9752 y H 1 Iw 950 \ 11F.9B 1450 O 2 194 6N- le IN 95.56 Bry 91.911 \ ] - \ 93. C Q Oz of v �! 5`I. 1 I 7 I P400 xE0,SJ O JJa D i O u x0: �419.fiHi'.�j. U f maCy. I I amO yC I 13eo6c ; c 1 m�'+n po I yo ouLlna i �O yz F3S,UNALEwG� 2-19-11 Dy.3B/35 I� Ga[LeE By: (q/W 4� 2 S11<wl m u r Iv. ay e LG401 19I �l rL 9100�9 I / I It 93 1 q l I mr. iI f9J )Og �/ m / I I •1I i /�- l1L v5 �r1 9391 �l4 SO •.. 0:6. `Ii 91u � LEGEND at 1,41011, C,J�rff�CONCREIL DCKnCS F J I L®J17R[u0V/%t BttW+D � >HEET LG404 0 ART Al ABLIC PV{ES PAVER TAfn \ OO PAVER uGXIS I�" Ll Il AsX URN IRAST RECEPTACLE J 1 {l ® O EXISTING UIILIN VAULTS I � � L' COHERENT CURD 1 m IIW 1 30 1e' CONCRETE cuxo "' �'I �NIDUEGAy. cI A), 1 71 3jCxE6 Y1 i.V .W.�•_ 3 .�\-C '� -\ '; 7�.L__ _ .] i( _' i �i _ �_._ - J � -___ _ - -__� SCCtOx � Its O � (nl I 4'F p.......•�d` r"'�1y'; J - LC S JONgLP �0 c l\ e_ Y LIJ'1 Q u T T 1 I O I T 1 ` ALL ELECTRIC IRANSFORULRS ON ON 0- s l/ 1 1 < I '¶ I'I uKDNTLET ADJACENT TO ME UASTE _ Y MAT ARE DECORATED. PANTED OR Y o I��' ,.. I coxTAn lx Axaex. ME sacs rDR r. D n -]L�—i /I ' : ION C I �' J III PROTECTREgWEKNTS. FOr[y CAUIOS �Q A IV V ]V dda Am �1 WEST LAUREL TO MYRTLE (SOUTH TO NORTH) ���� a.`la:b oe.,IaPmeNL N SCALLI =t0 - AT TOLL SCALE (ia x3G) Authority 19 DIe To- Square. Suite 230 Fort Cmlra. CO 60524 ^ PROPOSED - 970-4134-2020 GRADE e'FFz EXISTING .n ^ m nE V, z rc N z a, S-y russe0 mulls studios 92TO n a ^Is mIN D 29 n' 1 �(13}so) ( Y (..... _ s_.._.1993011 42910O__. _ - (9},Q0) 8 p-9)699tmm ....... ___ .._ .- ...___ � wrAuaNlAaNrs mn ` I / o � a 18 i 1 "TUN rC:Y321 S� DC'92.96 3J43d 16"93.19 / OG"JM I DC 92.91 y / 993 oD 9 99 2,56 L 9300'- -R'9p fl5R'9]flS� '�9260 r 40 R �D32 \ �� 9291 � > _ t `fR TV O SCCININ - w SCflC, 1::4 IAd2ON1. B01D=PROPOS(0 CLEVAIIOD 423 A REI CUT SCµ[: I'•2'-0• VERDCAL ITAIACS.CAISTIAG ELEVATION - BTE 4992BU TI NCVU 29 EXISTING GRADE ti PROPOSED GRADE In _.. __- I__ ...... W J C +� I R Z w 3 RJ- Z 5� z m a 3 SITE wn w rr W O 0 w P NLW ]9 ni_ tl= o Z 3 (/J z PROPOSED CRUDE 0O O EXISTING GRADE Jim In ~ K O Io�WIW = J OweWtl O 7 ._1993.00.... .. "L (9L.54i.- -......— ._ ....__ ___.................. ..._u .. ...._.1_1993.W-. - .._ 4992.50. __. ..............____..-_...._.......-.._ ...... ..._... _ ..... ._....499250 U ..199 _.._.._._............ ._..... __.....__..._........ ................. 9992.00- H 9L50..._.._...._..._ .._4991..50...... _._.......... ...._.. .. ..._.__....._._._..... _..................__......._.__-..... ------ ................... .....__---- _---- _...........__-........_...I.___...._.. ......_._ __._..._499L50 ......_4911.0.. � >W O > B 7 T - IT li ro, .I• 'i 11 Dot*: 2-18-II OSEC S ALJ: I .4'-O MRIIONIµ BOLD -PROPOSED ELEVATOR 4 25 5f NCT CUT Dro.e BY All SCNL2'-0' KRIICU. RµIGS•ExISTING EIEVATICN Cheated BY CR/PIT $Fleet LG402 I , IC NAIC+1 CAI$IW4'S1 DC Y510 1 T FEE 1, RB x E%ISTi CLU rvNx OC 95.19 fr LZ IC -MATCH EAISIWO SIDEWALK BE 95.2) i'or COSINE [ 9R19NE AC I O PRawS[0 OWES AND FRO"DE $IACE oxO LPOEL LC/Cl SUPFACE T I IC LNICH D%5 FURI.SIENkK BE 95.31 VAN- IV yC mynz )9 1 IC-MAICx EXISTING SOEwALx 9i12 BCr9516 I HP 95.20.195. I' _-BCc951BH C%ISIIxL SCLWAix 9 6 W I I .W J O T. /tn5. 4, I� 0i195l31N Az 0 'A0 IN I� 1 I l ) I ----- 'nynl IF 94.8 1 _ m�<C ZI U �T^O v s rvc •m--r• tv N \ w w w I �nM � R MASON STREET (SOUTH) SCALE:I-•ID' - AT FULL SCALE (21%36') v "SEE SHEET_LG404 -MASO - _ —I LEGEND _.� Ec o CMRREIE WANTS _ .,y �. a o - ," jl ® RUAXIM E EDUARD Z L, i ._ -...Y O WI INPL01C PENCES ENAR s ` j11 E%: SIDE �IDEWAIK lY! Clt� 'O- . ASH URN I• IL 99 13 ) 0 IRASN RECLPIICIE 11 I• I I I ' FL 91�91i ��� 1 ®O MISTING UTILITY VIIILI$ 4 q II noj I 6" CUNCHEIC CARD Oi \O Fa 40 :a 3t US' CONCRETE CURB rt Im LPORCFI 9Sn /= v�£; L xCIE: THE CUNTRACIOR SBALL PROTECT HEO m. -FEE 9].01 '11 f11 _P �r Rtl ELECTRIC UASI'MM R$ ON OR 'R IUN(astUY ADUCCw 10 IK /OBSx[ u IttAi AM C(COPAICO. PNNIED OR CDNIIJN MIXOFx. SEC SPECS FOR ( NVNB IT) 0 PINI[Clwx REQUIREMENTS 7, m'In - I� NFL 9AW i1 C) \ I r mr �W <m xm I It. 9V1'9A. I� Y �O >OS 10.501 91.)9 y Ina w- I W 94 c i ! FpQ'� 6tlis _mt:In ZC 11, 95_-- 2C ) II I dda 91 BI l94. 4 v.mo.e De.aeRTem FF[ 95 D va] VV. / rw 1 Autnal + I AEI 19 ad Ti, s"'B' S.;(.23 pA 1D � p D ,/o Ec.l Cdtm CO CND CURB IRANSIIIpI j I I l - 00-1 970 ABA 2020 Wii_Ex EL 011 : T' tiff+m START CURB NRiWSITgN `W ! / + / / • m W w russeY.miOs studbs IU R tNe9..., I&lw I I + :� GN; C. p:919.INA55 Jl � f • /l9A.A ( �36 uC U) I,---\ MASON STREET 1 V A CrAr'1-.�FIE, WTCH [1y CF t I' 4 It = RC 9 40 ] + �' �` J Q J ZnZ mYL2 I EL 9d.2 . Z Q j mil Ij91 )A,D.. //c O K O = Y 91.20E \I .y WIC. EX. CL BC 9A.12 ( 3:+a O 3 6 H Ur to W l gam 11 li T n / In z O Q O c) ~ AIL a Z LLA O BUT o ,1 L _..._0C /l'i 9I1 �j Dj ui N W 9].9 I ).BO rL 9 FS f � T A !J , I 31 i I A: oNAI Oole; 2-1e-11 Dro.e 6Y A/A _ :-zV '^ Checked BY CR/Pu Sheet w v s m m N Y oY �1� cKktz) 3ms 11m lY-,O-,S-,13TVM a (9f%,K) 31Y2$ IYIJ IV -O-S=.IBN]S "'K (v" ° LL��J` (Hi8ON) 33NVdiN3 133diS NOSVW °' ` " (Hl(OS) 30NV211N3 1332115 NOSVW 0 MAO Ae G.NVYJ (� LZ SCr 95r06 m m yA �:x III91rgir v * IL !� d LLI f' - xnMws ]wl4a 1Y1Y6 oe �• I '90 6'Me s . o ��, 990Ue p - li i✓16MB D 0 bj ,u3u ^ly..r/ I$ w ) rr eAi6cosI. .. xy }I i:I A r sruiu ofry ( II 1 G .Ys.t_ �1 y . g O'96.MI O96 M. 1 !. Ml loo.a 96 w 5 r A r Z Z � a _ �' tt•t6 MA _ -- � �L Sfi� -- C) O m CO. °6 OOr01 tL 6 O .<. _ I I Sfi tfi QQ �I N m A OO OWISIX3 H]LYN lJi:' N10 IZ S6 \ C 16 Ilv 0 Z NOxYA3131MM301s 091613 B SI o6� �nNLIIVr313 NIYMWl6 . I mu 3 Z X A ]. JN04X3 H]lYn _ rin m� ❑LI Y6 .. .. N. '— 01 6 j OIZI /V\ 0NLL61X3 N]lY1Y - .. NOLLYA3l3HNlYM305 -_,- � 9fi1J ® Z®6 � � 81 OZ 46 ]L NOLLtlN13 NTYM30i5 3 Z P Oxe51 3 HJ1YN x011 13 N1rM3 5016 II Ca ]0 wum y r rm D n IgIlYA311 NlYM3015 `.� "! ® % 6f6 ]e,..,. �^ 0 C6 IJ9 - _ . ]v1151X3 H]1VH l OCllt6 ]B Oe[ r6JJg. 9NI14%33HYY11]015 z A D O r6 x011vn313 %NM3010 Po r Gl _ -J(... _-�, —S C6 Jff _sin OBf�]1 0[6 JL _ �� VF; OL' 6. 11 m m Z (i.. _ _ 09 tfi D 3 r z 1 r l S6'16 ] O1c6 J1 C N r _ C[ G6 r[ C6 ]B 6f G6 ]0 - - ;; 01'f6 l It601 --- (n 'Wf6 Jl L2C6� _— tG'I6Tf—�Z1C61J4-- G6 C6-JB .__ ��J.t6_ OEt6 J9 wm'mpyrrqupovuu S11faX3 %C6 ___ .:. -8S'f6 Ul_-_- 09 C6 _SS 16-Jl SS r6 J1 OL6 ' r6— `Y'•. =161,016:e H]irE llrWSY _. _ J _-. SIN31X3 9016 _ its - K4iYm'r A 01 C6 ._.__._ - Lry 101 wn. wzr6r(m,ul ,Vif JlJ'-1- _il33211 NOSVW i oef6 a.'t — -xJ1Ya M6r- sapnlssplw.yassru _ ---133 S'Nos.. 1AG1,(�fVrb 6 i� ( 9CX6Z) 31Y.5 110i ltl O-,S=,I 31Y09 xXxox °I s cz 0 ,c (�X,1Z) 33Yas 7lN lY - 0 S 131gS j 30NValN3 311211 W 1S3M (� �� (IVA 30NV211N3 1321f1V11S3M OZOZ-10f-nLb IlL I , 00 yrones CZ�llrS 1XIlMOIJ 0Nu 1 H)l JB I L cn 61 LL W ---� ( cA I�'' XI!roYln t6'I Jl l 1 B O 3uaweo I I ' `'. N , r u- r6 x IG 1 yY 0 n tl I— IL Wo � ({ V❑`. J SQIII `f bil6 4_ ,� 6 6 q f J U 'I luxl LLI su Ms Oil _ _ a Sl cc!� OILIJ H]fre 1M .- l yoz v 1 Tor '->w-.r s _ n. � �r � � S['r61 S 1 BO t6 ] I l � I �. I526 ___LI161 ..__- � i.t6 C['t60Cr6� IQ Sw3N391b30 x9XXIORCRidmy") ~ I 1 I .. I 1 - - ' g5 mJ rues l3s'Nbwuav Hruq] �I ❑" __. �1C� f vo e3wre'Ouron39 36tl lMl -< ' 'I xis`o- + u 1 a l - __ 31E0(Y w of un]Na. .aurollw I I I .I —...— — — _ _..._. _ _ o a \._(er i9f il._ r Q,Yp tl0 NO SIINWISMtlI JVJI]N 11Y .r 92 6 lJ tl'16 \ I — 01 t �. .6 ..GYM ODOO YOIf f z llllOba TM6 601]Nax0] ]xf :310N rC}l , rf 16 — i 9 "- 6'16 ` ��-1 I • I rf16 ZG'16 �IC': .Q z,i- y _ m �u .91 awn u3nxm m Bwl] 1lbJx03 .9 1 9mi6 _. ' {Z6 �, r 0f16 ]B LC16 ]B j .� 9CGfi11 `r 1 rr51NL.X3 U T Hire l d 31 Sf z6 �. sslmn xulun 9819X3 lL 3tlrwns HS tll ® ( Cr I6 I l 1� xM NSY • C9'I6 J L6J I,1 �' I Z' F I' S• o UL16 ]0 �i G'- 09r6 0 SIx91l b3+re O 11 00z6 Jl d 'YLL;` \ oars a q(M � \ L iJ �~ n 6Are SlJvle 310M NI 1.p 1 I'j I I Ir; I / 1 ` " 9r'16 Zc 16 C C6 50'r8 U' WIN 318M.:18 ® � I h 41 , Ir 61 1 ; I 1 rr `• • W m V •. L ' � II, ifi'i1-��+ CD Y 1 l 11 41 j I 01Z6 �, 1 r • v _J Q `I- \Y Cr6 I' LL V `! 1' Y SD m 313tl]NO]� ) L��(� 'r I r 6i 16%., � rr 3 �ai3n I )�Y(i f�v7Lc))� i- (2ry Id I _ U millil STAII +M NOR I SIGf � - 7 f ATKN 12.11 ULM �D MVN u n WEST LAUREL TO MYRTLE (SOUTH TO NORTH) — FLOWLINE PROFILE—� C) lo w W w W SEEN 'w.L- i ='u -- I -J -. -'Lrc I 'dL Cclllns !Edda)o,nto" Dd��memt 40 thmity T 19 ad e S,udwe. W 1. 230 Fwt CNm.. M W524 mssel.mi0s studlos RD EXISTING "KFMT OR M MIN Z DO W 0 MDRG moft�l EXISIING MDK 0 C) o EXISTTNC LOT LINE to MW DARCII OW 0 L, Dale: 2-18-11 (a ".., Br Alz Checked By CR/N_ Shddt Rl RD CXTSTM DRxNS M NX De EXMTM DOORWO U(STM ntW [XFSTM LOT [ MW Ru R Eno WEST LAUREL TO M (SOUTH TO NORTH) FLOWLINE PROFILE S�t: I =ZU -U -HWtWAL �_=A71_v7,7 F Mg (a 19 ad To— S,u, Wt, 230 Fal CM., CO W524 970-489-2020 studios ,9mol� U) LLJ w < w EL z 0 m 0 z 0 V) > :J 30 W0 0 0 w 0 L, Bale: 2,8_11 R,.L By /, Checked By. CR/M Sheet R2 HD EM RNG DORRSL011t OR NCO( q1W ER, R, CORwAY EMSnNe Duaw — - - — EMnND LOT TINE - — EYSPNC PR L LNE Ia TA A ,' 0 -�, a,. r i l MASON TO W. MYRTLE ALLEY (WEST TO EAST) — FLOWLINE PROFILE x„ a ,„ x„ „ „dPN SC0.E:1 40-0-FpRIZONUL I =5 -0-VER11CaL MICH dda —tawn D.-I'm art Authwty 19 ad .own square. DWta 230 Fart Cm are. DD W524 1°'Ll mssell.mills studios Itl.maoaee.Neelw bt ¢ee,m RDSxa oaTataeess ...nm.FmeeMmm !n W J J Q W J Z a = 3 m o O a p - Z z A U 3 ¢ w O z w z o g� o a M EA Z Q O 0 J C Q W O OQ i U K H [C O li Dale: 2-10-11 Drawn By ADZ Chahed By CN/W Sheet R3 N eM RN EXISnK DOWNSFgIT OR ROOFMAN y LP+jjjjji t • f%ISnNB DBORNnY _ — — — EYISnNG LOT LINE — — — EnSnNG PeRGEt HW it MASON TO WEST MYRTLE ALLEY (WEST TO EAST) — FLOWLINE PROFILE SCALE I 10 0 HORIZONTAL 1 5 0 VEWIGL r 7}R�IRT7711R}IIR1�1l�sal9w _ FoF, Collins ag dda to.etP.^ Gewtwme^t AuthWty 19 Od Tw Sdude. SWte 230 Fdt W.I CO M52A 920-48e-2020 tei e.mhgePw. Me1M Moitrn,mNSl% P�10�81.8955 In�NN4Ye.mm In Q W J Z W = 3 rcrc O a p o ~ z Z V ~ O Z W O grc z to a y Z Q O O J 30 i` Q O ¢i U � V-- DO P[6%S O 0 �..d�0uegr�gE Ont.: l e�4 9,1/ su2Jlel��a, a, GecMed BY CR/Pu SjJN�tE� Sheet R4 POMOPE LD Trox PROPOSED IRRIGATION YMUNE A xNMIY Of IB HOURS CCMGASt: DOR NAPPERYµ, CELL (970) 5B7-03E5 rnEsr BLL JOHNSON. CELL (970) 915-0559 EOM COLLNS 00N fox, CELL (990) 92E-7695 LANT ANI K,AE* ]CLL EWRCY STEPHANE RICN (970) 335-98911 COHIIACTOR SHALL HAVE All, UTUMS LOCATED AND SHALL COOHORUTE MIT! ILL UfN PROADERS MOR TO ANY CONSMUSON OBTLIMIIYE A40CAM MM THIS PROTECT. ML ]ODE TO gNPOSED AND 0057RNC POPMR LINES SHALL K WAEIETED LN FORT COLLAS uoNT AHD POYER. B HAS BOUT FOUND THAT UIMI6 WY BE 61WLON. CO ffi SHALL TµE E10RPHE CARE TO NLW.RR AND LOCATE IX6fNG IIfNlES TO AWD OwY2 OWNB COHHSROICIION. N ME EVENT A UTILTY 6 CANNED) OP LRUSNm, 1NE UMY PR0.MR MAT BE COMACRO 1Y11mlrtLY. MORE 6 A POTENTIAL mR ADEXII uut P MtoO ONS DIAL ARE NDT $IOE dH MS Pµ. AW COMIA;P wl. BE MM DIE MRCIN OEM PROUDER ME LOGION a EoB NG UNNES ME EASED ON MMOK AND RLD LOCATE NFd "110H. HOMVER DE LOGTONS ARE CONSIDERED TO BE APPROMRATE ACTUAL IOCATON OF UNITIES YAY CENLAIE TROY MAT 6 SHOWN ON ME "V iBLM LOCATON OF VIILM CON KM VALETS .HAD PD(STALS SHALL K COOMNATED WITH TIE APPROPRNTE InAM PRPAOER. ME CONTWTDR SHALL ENSORE THAT ME PVC04ENT a ANY MLOCATED MLD6 OR I'RCKSED VANES SHALL NOT OMW HOWWAL1Y OR VENTRALLY MM ANY PPOPO4D OR E%61I]L lEROVERBER DE COMPACTOR SOUL MI)NOTE Mm ANY PROPONY OA]ER$ A YNWY Of IB HOLM PROR M µY ANY PALMED SERrt£ INRIRUPONS. PFfFR A SECIIOM SHEETS HOR VMTEAL µo NK M TON N omnoN. All MNN PEMOPWED W THE E%6TNG AND waslO LIMES SHALL BE NYPLTm BY ME RESPEC7VE NLDY RMEATON INES µE SHOMH N THE APPOMMATE LOcSON OF THE "RUNE. SEI IATENLS ARE NOT SHMM, RETEN TD IRRICATON `tANS FOR ADDITIONAL ALTARS ON HE RRGTION DESIGN, EMSTMO IIAOERCR01]ND AND MtIMEAD PUBLIC AND PWATE UNITIES AS SHOMI ARE NDICATEO ACCCRNNC TO ME REST NFORYATION AVMIADLE. THE CONTRACTOR 6 RESPONSBLE TO GNL ALL UTIDY COMPANIES (NIMIC ANO MATE) PROR TO AM CONSTRUCTON TO VEft" EWT Imm IDGTONS. ME PROPOSED CONSRP nor N'EL K IN CLOSE PROMOJOY TO SEVWAL INOFPORp11Np M{DE6 ME CONIP.ACIOR SHWL CWRDNDE MM ALL UTm PRO.IKR$ AND P m COP6IRLEOOE MANAGER POOR To AND "NG COPSMIOTIDN TO NNNA]E SERNCC IMEARIAIONS TO SIAIIIWNDNG PflOPfRiY ONHIpLi CONTPAEIOR SHALL K IA6E➢ THAT 1HRW M WIFD MINGLE HMNtlNiON THEM 6 A POIIMNL FOR 9lMl0N EOSING UNITES WINN ME PR0.6F WDS THESE MORAL MAl1LAe MIMES WY CONUCT YTM ME PROPOSED PAVENMT sFLTprL ANY LOMAWNC$ CUE TO OOSTWO CLUCIO6 MLND BE N AODIION TO ME RELOCATIONS SON] ON THIS mmn AND SHALL BE COWMNATED MM THE APPROPRNIE LOUTY AGENCY. OVERHEAD NILMES AIPN W THIS DRAMNG ME ONESF FADIUMS UNLESS OTHEPA E NOTED, ILL UTILITIES AND APPIRIIXAMES SHUN TO REARM, 5011 K PROTECTED BE ME CONTMCTOR WRING CONSRUTON, COMPACTOR SHALL K WsPoNS6LE FOR ANY NAME TO FAOMES SHOVN TO KAwN, I'°ntlen/ 0.wngbn eia" Nr Iyll oqn T= cNMw M �° Neree t41 F t .n F>.0 x^IImNIi. e'wy NYnx4aye�r Mn t10 Ir 05 A ^NaroMMEnwerl'NSMemrr WeNa Eyet•,,,uM tml nro rr Rn waMxxinerwlrrYMaNNEw aN Eb r F x .n rorc A .aaawrrw.a.errxo-naNse, E.n a EI.} ms4 F x P.D nw /4.. r r Nwx.e e P rrn tl xsx Ew tl Ruw ]' F z wH R[ A aMTs4fx wmeNpwaaawYwx E.rwb s.]wa.ywF..s„LxN4NNvw.. torn. w,rM1se I� 0.T ]M T� MMe M � NerN. elx M1ae r I ir mxl SPheAntlM1 SNae.Na awYE .11, flM. x enF qC rlrasAnd M. e.ean.eleawN xM. I : ntw N VSVMwtmnwxwx..aras. aww. ITYhNMnwrNNert N, Yfeertx lAewR 9. 11Na FeWnN Nis m r r x p TIE GN ep• 1 } t1rM1w pK yI SI) rle.w N' ]e Rt A Y M9.eW tlExllxNnN .Ie ono-. r 1w pv p r �.w m]arwNa elel E4tl rr 2 y l 1vre...Na e.N lvrn..ya nw. m aeN re. r.Ia em a.. IIa .1. Mu. r a ..evc .p r ]191 Eb yJ ni.t Pt Irx GN F .rNe NC raNrT<nwNa px Irx e.a rrwa]mN tl�.r.wAs PA.werwa Nxx swne�x. .p Pns. r aroeAc p . p.i Eren. ]r prone /erx a i RIN _wawwwNao—ew.eme U" /]I rb A Y/]Ix ml� Gry .d v ♦r N.arEan elR ,41 1.wrrl TC n11'w1nMYirrM MTEa ele .p] CAN Je ] 'vw A[: II'ieeeW bN Sr4NTEa elE ep] eb a ] arNre n 11'Y/eesl Y'Y}r NwIS EaMN.h. M wrerrwaNr.n rwewewA •OftG F ] Nea A �e.dFwaaxroln.0 a..e.nw.. pA Fs.wFwaa.wn.Na N.w�w. .]f Eb. r JT •rae NNd p ]mMne Miq iaanaS Wa . pl Eb. a ]mm.v+xAwe I.wnae.m.axwlwx my /M] Ayn. F .nx RL MerrtlaS Yaa mEm wnlnNl (]NN Jr yTri.nwe]'axa MJMrone.ele I A.I Mn. ]x' ynwgy 'e wimMP.wdpN.wErvmnx.q lwRen. OmtaeMn euTe. m 4xer NeNr pprM1 aM Nwm CeMIn 1],,. � ^w ypye IM] M. 4' rrrvlm]Fa •en in] bf] a,ro� xr '.NrEapwwaitgc]wYlr W. eit EW. ]P WbM A mewmq NbMMrNb Ne ud y]]I pe,lnl n,/ .p aw r A' do eaNN i eraa.4ev..ass. nn a.wawYn SeI ors. a z .14 xc rr anreM].wo-...xaa..naon en i ew. p.rwName.N Tr crass eA EW ]3 .R S WIe 0.0 ep .Y xammerr.a. ne JewaN.Em�wa 41 F ] TC IwM W 1}ee YC F xdyvaareti NTC NNEmw.ales epx GN N .nleM FMammbwN w]wla Nc,mwal..w wa w.m.luw roN. N w.e a �we>e'ea en wee .�areMme/Nwln E.re mw Nlm EM SEN 'aw • �rY6'YM� 1MOd& o4nloxn Dawlvpment AuINMLy ID Old T.— swore. SUI1e 230 Fat cdlM.. CO a052A 990-412E-3030 in russell.mi0s studios Nl Amkger0.ole IN YNrdIN,m6OsiE p'.91T.NNABS rwlm9neNEb.mm to )Y J F W J O Q Z Q Q p w o 3 W y F Q J W z 0 3 0 V) Z V W O J 00 Y Q W U fx Of J W 0 T- 3 ti Dvly: 2-IN-TI Drpvn 8Y JB/Js CHe6.d B, CR/N Sheet UR100 %1 WEST LAUREL TO MYRTLE (SOUTH TO NORTH) I—�__r"'L_J O) SCALLI"=5'-D'- Ai FlILL SCALE )I4'%36") n xo r m n 19 ae Town square. Suit. 230 Fort COina. CO 80524 920-484-2020 (N w y J W J J Q J Z Q Z 5W 3 m� z Q rc o ~ O f U Z � 3 Qy Q U W n 0 3 Z O U) Z F W O J J K Q F J U g H ~ w K 3 0 Date: 2-18-11 D'..a Dy 1/1 Me ea By CN/W Sheet U R401 FURNISHINGS AND SITE STRUCTURES 02870-1 Planter Pots - 3' dia. EA. 02870-2 Trash Receptacle EA. 02870-3 Ash Urn EA. 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 (250) 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 Rev10120/07 Section 00300 Page 3 n WEST LAUREL TO MYRTLE (SOUTH TO NORTH) :) SCALE: 1 .6 a AT FULL ME (24 X36 ) 009 dda lo.nmAu oe.eieBmem 1Y IB Old Teent—Sgvore, SWIe Fwt Collin..CO 80524 634 870-184-3030 mmell.mills Studios IIIcm4pe re, euk lW M ule,mb51, 0:9,0,819655 Sheet UR402 SEE SHEET 406 ------------------------------------------- `�SEESHEET403 — — — — — — — — — — — \lZ"/ ON 2 2, D AN EI __18�rl Colllns .13+OD EXISTING ME TO BE R[4�13 PROPOSED Mil ME 13 SE. TO LEE PLADED IN NAM I To PROPOSED PRI AA,&IAE I TO,: -K"N — dda tK To BE owntow Development PROPOSED LETO POL 1.9m mp.w ­ — 1-1 1 ANA) KLOCATEO AuthWty EXISTM LITUT d T— Squore. 10 BE "I �It. 230 EOI ME TO BE KIADVED F�t CNI�.. CO 84 0 8 5 4 24 970 2020 co I m mim to I cn wSseu.mils studins 141..*11�1m04 x W�.90524 m m Ell m TO BEK4 O`Acl m m '11 -1 RELOCATED �ND. r OTBUS. Mm , I .91 ol m V) < z z 1- z 0 m 0 z 0 0 0 0 z o 0 Ot U Ed 0 RY Ll Dpt.; 2-18-11 m WEST LAUREL TO MYRTLE (SOUTH TO NORTH) ..... Dr.wI, 3, '/'ClT-k,d By SCALE: 1*=5 -0'- AT FULL SCALE (24-)(35') 1 0 2y I. TO Sheet UR403 — -------------------------I PRDPDs[o L o0¢- » SEE SHEET 408 % SEE SHEET 404 a a o I Wl a 1� a ... �_ '"0 BE VLLEO IN uuxllxE Ep9TING TE1EPKK PECESTN. TO BE REV LM 10 R[ REUMD E1611NG POLE 10 BE RE RRGRauxDBnOTx[Rs --_� PROPoSEO OLNI PRDPDSEo xRluwx ue m_vat _w161._ lei I e� dda )—torn oewlVmant nuthWtr 19 Old Tarn Square. Suite 230 Fort Cahn, CO V/1 =ml l russe .ml s studios III I sahgw NG1d AIA A O I (n A � B-0 12-0 I}'-o I J w y J Q z W 3 g 1- z z > Z O E U 0 Q y 99Ba0 U0 I PRWMEo GRAVE i__ a99600_1_ � 3 O 499500_ 19,INL G0.MC -- —_ -- -- e99500v1 - PRCPM[D LWUE V7 K U 499100 _ - _ _ _ _ _ — -. — N991 pp IXISTING GRME J- Z >_ F W O e99] W - -- / ' / / / / //99PRYF ENT SECTq /// _— ^Gdrmrox9nlDNlxc>____�:. - w9]0o_._.._ _. I /// /// /% �; - / /. P M[N ,SL RfN'. �ii/ / / // i /// Tp xx-S �°} J J 0 ~ _- '. - B' SbL RECMDOIONING -- D2 U ..D 499200 __..... -_ __— Ste= [%IS,ING El[I'_1_ -E -..T_((eMT CTOP TO PROTECT N.%ME)-__ 199E ro—._. V —EXISTING ELCC.'MRE 19OI OO _ �EXISTING OWSST I_x_TE PNL __ _ — _..—____ .___ ___.—..._ _.. _ _._..___.. 4991W_ E%6TNC OYIFST 0.25' WiRC / .¢p PROPMED ONES, 011 -" a 0 O W /_ A 1 UIILItt LRMS SCCIICN /� 2' DOaN prGM: LL �� SULL I'•2 -0' w 1I UTRRY CROSS SECRON �/ SLALE 1 •} 0 Date: 2-le-tl it WEST LAUREL TO MYRTLE (SOUTH TO NORTH) �f� of 'hacked BY CR/w SCALE; I'=5'-0"- Ai FULL SCALE (24"%Jfi) Sheet U R404 I I I yyy_JV I i I PN —� YF1. 21.1. 11xS CNRnW Pqf 10 & MIRNEO -% •— 19 19. 19.2 �•-- � D9 g5n XISTIK n11C/y VAULT TD�Y41N ES411NL G$£ VNA1 ill FEY W • 0 � ... .. IXIsiML Q;MMfPO Uxt TO SC — ... — ... I6A00 .. �y a2 c a EX6nK-TDUERIOx[ PEDESTAL TO RMu \ \ NENOVE AVID RELOOATED µDEF000UxD BY DnOS . YT EXSnK O.EIdIEAD UN[ TO BE RpgiED Axp�-- �'a— —c— PRDPDSCD Uqn POL 12LOU1CD UxDEACROUNp BY OTIIfAS. M. PRDPDSED ucErt vat M. — r+mTrrnrlafaarwz uNxLX4 `. •—•--•— �— —--•--.,f T --j-�—c--. _._--_ _ _ mDPD'tD macATroN uuxiwE •—"--,--`—.I'.— — — _ _ ml co / I m Im ml ml IZ o) Im gl I� I I Im E- I10 I � Y: I �FORIDE uMPOS� � EXISnNG EIEC.—� PgDPOSEO DUDE SOL R[SONprpNINL 2' STEEL PROPDstD a[c. za9wN y PRDPD$[D DN[ST z' 0" / PMIMS(p CAS 2.5' DOWN A \ UTIITY CROSS CMI SCPIE. � _2-0 WEST LAUREL`ITO MYRTLE (SOUTH TO NORTH I PROPOSED STRAND IILNTNL ATTAC W Pp[-` OUq,GiF fi wNCNEiESTOP — I PRDPo;ED lRauTpn Yuxux[ —•_I__ _ __PRDrosmsrRAro.ucxnxc. %. Artnnwwr PDLE m—M am, aaa '.-at.— Ne elgrmeat AutM1Mly 19 Od Ten Square. SNte 2W Fart CrIl"s. CO W52A 990-40a-2020 �-17 9 r w russet mills studio: w1 a. �4r-� ui.mtecene.nee iw bfeaA.me65ii i � R�m.XeA.mss nlawm,Xda.ma Cl) /� STNC N2 ST( ro V) CUSTM ATER uM TO w J J — RE.. IX5TN5 ECTRIUL VAULT J J Q Q BASD TO R AO USrFO R! Q D z W J J STT K..a NiFOIT TO � s--- —•. _ REYAIx 3 u o Q a 3 a n Q U W N i O o; o N w N 1 U >w Z F W O J J K o F gR v"il'z"deza U r Lu K 3 0 Q. W Date: 2-1e-11 °/ 'K D,a.n er .re/R S ChacLed By. CR/PN sheet �rLJ UR405 n MASON STREET (SOUTH) SCALE. -5 0 Al FULL SCALE (24 %36 ) XLI dda ewt.— D.-I.,ment Authauy 19 De T— S9ow<. Suite 230 F-t Cdtln4 CO 80524 970-404-2020 Nssell.mills studios IIIA¢b2ene-eb 101 6t �,m[py4 IXpAlpl$$y rwnrsMMn9�h.mn U) } J J Q J Z w Z w 3 5� z O K O Z O U O U W n 0 03 zz >w 0 U Z F w O J J w U M5 w� w 0 3 0 Dale: 2-10-11 [h<e4ed By CP/PY Sheet UR406 TL I I I � LI.WIINL APG EAP9INL CRAOE co, �711,711,11XI-1-1 199500_------- 1991.00 .. EN5nvG OW[Si 0.5' YnPf �99J 00 (COIRRALIOF I0 PFOifCi M ___—_ __ E%I$nN0 WEST YEY PV CPC--q__ fxrsnxc 199] W _US 0.75 POLY Prof 1991.00 (CPVIflACIgV 10 %gl[CI H-q.1[E)/� Emmw - 1 A 1 URm cP091 9ELIpN [lft 2' IE Plcc��c�ntc z' ¢ Plc wlF i •1-0 ma ( ) aam cross scnox ¢ i-2-o Rik dda A-tImnlovnh<ty m<nl 19 dE Wt,— Sl< I 230 Fat C.14., CO 80324520 970-191-2020 studios m10 U) W J } lu J J Q J z a Z w 5� 3 O ~ O Z 3 ¢ N U W 0 -1 w 0 u7 rc r w J J J 7 � 5 r LEI 0 LEI �n[i�Ban M� ATREET (SOUTH) ��� &� °roc a n a<a�e<t. cRp �J sCAE.I 5 o Ai NLL SCALE (2/1(76 ) U R407 RD RD YNM1ZNf EE SHEET 409 e-SEE SHEET 408 I i U i 6 I p 6 e Fog I Is iO+ 1811 Colllns II r ji a I I I `- I —SMITAW a to oSU a swnurr scvrtN sENuxf M mo MF PM !0 NCM ME FOIINMTM N$INUIION l I e dda o.mto. D�Kloc,��m Au h� tx l9 ad r Swar,. Suile 230 Fort CeIIMa. CO W524 920-484-2020 as 1llLL Ns58llRDllls Studios i lm� I I emi•olw I I o:9mtetaess I I I I V i I z w j I 3 arc I I I o � I I ( z 3f u = w o 0 a I o 03 I I 0 U }I IT,%1 I I (n M° i I J D w o fNOPOSCD I I2112frr K W O Q YAEf�Nf = F a OSUO u Nr raE SEE SHEET 408 �— w ---F---- — 6` - 3 o e SEE SHEET 404 . �1 MASON STREET (NORTH) IZ� V SfAE,I b o qi FuLL SCALE ROW ) Drawn is a«k�d 8,... urou UR408 e� dda 19 as To.n Sqoa mite 2m Fwl "MF . CO BM24 970-4S4-2020 M r3v.m M5H F 9RINDE55 wwnmmn LL- W J > w J J a J z a Z gJ 3 O z 0 i o U U W � 0 03 z N J 0 U V }}w 0 J F U F t— to ? � w 3 1� MASON STREET (NORTH) �J �) `J 6GLE 1 5 0 Ai FULL SGLE (24'X36 ) Date: 2-i8-il k 'hec CheceE By. CV/pM Sheet U R409 _w T' Q nr ofr O oolvD nmnv 00 �N �o �v �o F� i�1 WEST LAUREL TO MYRTLE (SOUTH TO NORTH) scucr.to' - nr Fuu uuc (zrx�s') CONSTRUCTION OI M.. PSM PRNTd-M . (MC)9141 a 1T M M Al ICUMN 9qW. Mf1TUE2M 914E YA W fC1QRN AT [OPd 4PNQ IlllE fh® Rql MMJ.IxN iID xSTMLM YY M art a ML WINS MSL T f TR TaEAATM O1Mi wM ML1 RR (Iq ar A yE wsiMl VµfE A5411aY AS NREAIIB. WfrY EIMCL 1p'.1Tdl d PoC NM CMlpli gHF$Ir1T[, YMNr M a MM W1T AT M A AM L.. 99M Rr M MIr9S d M MA91 pglpq. (DMPA[1q ylAu WMCr m pflW imVAc MTd AL 9E110lNCMx B]II aM M TA91 p MTA 1W m M1EdYY/i RNR rA MA A TH TM A lOUn0. WC 9Y49 R TYyY m MiY1 M NELAMM WIMffA N A IadMN MAL R AO'.IISAC rA YYridal� iMµ IDCAMN N a YN9R➢ BY MM VAx6 SIyT. 1q/1[ [p11q PrRf M I-IUI tuna m Yu11NE OPIB'.AMM 91vB1 aR o uxoscus9 Ales mP nAnrr. xsrAa Pa41px WOAdR NMN UIpSfJVd AREI ONAXdIp 8A9ii Ap UlOW3 9gM1 MMM PoR rA R.Vlry. PNIE W1r GRL BAAFL R8 uzdAu smAdv m AwB uMaooadr Mu eom O5 YAZ UM1Aµ d6 YR 9YJN1 N YfE 9QK IA R.1NIY MlY. YANIIB p]IMR, Yaj AAo Urdu we 9YZA a r.um N 9z•u.m ssns¢ O9RM9 Aa 9pY1 Rum1 TBP awn Mar YAN1e urdas, Ap nc 9ma M.r doa uA onezr s1Nt BE YR1Allfp As w 9pN3 sYo 9pNr mvTA BMP sArosArt TTPp B[ Por u1dAL IIC M4.IJ1 xAMIYf u9Er( 91Au S M( sop 9Q1[ Iqi MIMT1 As 9qM (D.. R 91pM MVRD Mdg1 mllFx 6 NIEY IA MNYM1 Mar .W..4 AYB Tpm CAl1Y1 VµNS 914E a MSr.Wd M 9a.B ®f UIILE OMRNSE M110. ML.N .Am Am xor Penm MPMAI NYT1rixB ®91NA a gam sdaurtsr. (9mas x9m 9pW rA ew11t IRRIGATION LEGEND Q� 9lMS Sp40.lE U P.0 IS' YMIE I' URPN YO NB[� Y1N1( p/% R/.p fCa p.0 (I-Yp IIMFSS OMFrr4 MOrOf) umuE IsvE m 91PA eEo nrRYx w ATpAMN r®suvr MIrEIN+VIIE (rn-Na as Ya+xc rs MnaAANATc)' urdµ qV m x. BAM M. m1w 00xIlAA. g951AYr 1KER1X„fxE on-Ntl1 91E V,E59 a,NGNy Mpa.1Ep) Uldµ M TO PoR W AMA. P IAXT RYEM11pE (rA. m M MIMN4 NML ) '/— W dM11E M Po PANTO YLV61WT.a yy (a3f�xd 9S 0.VIrrE6 tlAAAwAMI —I— IN01xECIf9 MS OlOa9E ti— rAv�wx¢MN A., 0 0.1190! f.ARYN Vµl BOX iA OETARS 11AM Zf µp MMB ST 1S , m PAARp11 WCMMM AS l.. F® .11A Q YASIBI vKK AssMBY; 'AAAW r NM r A, O Rnr s As 1. DAM NM l My'(AI N ." um vµT As9var e gll]I WgMt' Ml A9 l ® TwrE CWIT. V.w A., ipl MAp 0'L RU91 w Af l `II M EAM W VAMN MBgp — ro urda Mmlura (ore �.duro Vast 9a (..m `-IIBY.Afa rwr AvgIa1T1 (91RB, MR, BA.TT) Q YaunA Wrawd wB oNmezw a MxTd Arc-nB (rYo-fMex A sunaf usm — —wMu MMs N I-M1 oNMAr �'L1LJ O) 1v n s iv zv xaPrn idHINES IRRICAIION CONSNITANTS, INC. snT[ ME AM WTM VMAQ r SUTwms SD W. AME m 9NE mT TAr ERZNs EMAABO mn Mont 970.2811BA rer fm.zm.lYez r'Of_(I-5 Q� dda m.nte.n o..dwmat wuwty 19 dE Te.n $yyoe, S it. 33R Fat CB3CA 803243. 970-YB4-3030 u1t�sa.taY+w q MAU MbN a 9mlfl.ff55 Sheet IR1 r* w w x N Z I MATCHLINE 'A' — SEE SHEET IR4 MATCHLINE '8' — SEE SHEET IR4 ` — — I I , I ® SL � 0 MAL NI a i I L I: 2 A� WE�UREL TO MIRTLE (SOUTH TO NORTH) �J SCNEI 10 Al Ml SCA(E (21 X36 ) IRRIGATION LEGEND P3'd sns� wlmAc a Rw (Y uuAR(, 1' unMAI AW WRY — YAMIM nu MAa mo Rsc (Iigl p1L4 pxpMx Wrml CONSTRUCTION NOTES �u,pa we rosFnM®eurlms wRrMAnp Mssrvr 0.1R11MfK M. SIS. MVM 6 Rb1uR4nh OM Wl6xnd SrsRY MFr-p@I[[MI (ryL) ylyL q 1r Me NPopIA2l0UMM Slgwl. mIMAtIp 9W1 YYF 0R(Cld MI mAA 5'AM2 UC Snl®1rg1 prJ.ttM W A,VAm eY UR,,AAM m o. BA9iR QC qiµ /16J W RMArgI IpfrY'i rgY[n1ryfK (IR-MOI Sr¢ IML4 OIIIpIw4 gUrm) M On p 1pr CgfMy MfrNl bOTOR flTpllp MRr MM S0. pr 9RM prµyl ..Am, vN,[ A�BY x5 KYJRII qRY [iAC! 1ptllgl 6 PoC 1!M pq'$ MAC`�9A11'.E — — UoI RVe ,O PoR W RMAIYN 49si4rt M.rEMnpl! (IR'RId 9iE IML4 OTOIMSE MGrfy) O3 1NL YOJMr M MFJ.MM CpMUfp xi nE ygq'gYA2 LWMN 9E]MI p M QI19CE p ME RAW 01309RE (� 1/Mld VMpfGK CMgM M PoR RM6Rp IMp ILgAtly NIR.ILRP 91NL mKC! 10 FLSmR ILVLL' VOILA 1! 9Nim .1MCnp 90x 1FM M RA91 Cg09IG M3q 10 pLCTNK gAVf fql ryAC! pYp SQAIS IpLr ryfl. t;;pC (Q i}M019tL RJIINc R M1pIWxnC) Wew ec ruaN ro nrsruy M RRe.Algl eonmwLR M A wurla MAr rs ALIIS9e1A Fp uAMIpAWa —t-- pTM6110 vrt aroyRRc rnAL tou Wx m ec AwRpm eY Rr vARxs nur. Raise y1Ru wMs x 1_xp 9fF£ N Y.IM11E OJ RMC'eMII MMnM M p WMff.1H0 IIWA lM 4— NM!-pbT'MFCIIp C59RLY R.NIY. Ws41 AAE1nd dMppgln RI1Mn m RRI, BOx: wsd v1LW Sox F91 CETAItS Oa xAwxc eAsm sRW urpus Wo.R rAMAIo Wrs Fp auer.. M]91e upr Vae eAsxzr MM p .Alp usrw un aRe srp A. urzRAu sRuwr ro AwI. sWWomARr w mx¢ m eARmW RR`A)IMM assaMc Imw ers-rA OYMCM YO 1AIpK IKf NC SIIJMI VI S4E fIQ`h m pApry OILY. YN{M, p}11p(S, [j AW urzR.L rx WAu s Msrwm M WiAlurz sma Q YxSnA VHK e5919tY: R49Vp 1EW MM MS-g4 e vara uc sww eRaml rm v+en oar. YN+K umu; No rc asv mer oc55 uw p 9nlr vraa Assoar: du RwspAL Mzmz pIa sYlpy ec xsr.um Af nu amu uf3 spWl rlMdVl pla Iwasrlrt 2. Oc wr 4RAµ U[ TI4gl M1MMXA`M MSrz>1 fMNL S O( TOA SILIK Mf MgDI xf 9qM. N mnml wrt VAtw Vfs , ry OIY. 41 YYMAC OORIIRLL a .1pgV.0 VHK VsspBY 4S1 M142 VIL9(] YWL BE RIfi41m N 9pHp®S IMts ® R]q2 M VkK A5 Y M WV Mi AV,O.VWIMOWWAILRf SIIIM➢IMARA YY.Wg(9Rr6�WR.".M dL R191 W AS4SgY `«pAm mIMMLm AW srxnp MMmI ®--rIMCI.rts umu d Aox (bV) ��—MMCAIo Iwr Iwnlullp (WRa wry aAWez� �HINES IRRICAPON CONSULTANTS, INC. OA pMOAMN WIRo1fA 1M1; sl$1ElIl X91W ANO WAI HANALE4ENr 5 WR S MIIIRAILI k IUYRA AfI' %O (rW_wEI: I SIAr I9n ]!] W DAW or, 9 pI _ —fpR4 YRS m 1-Md otpllr rm! m (W)MOD III N . V)0'W" F.c Imm..z � 5 �Q dda A (e.ehety m t Is ad To— m swpe. s RR 230 Fwl CORMS, C9 III. meRRan.RAelw kr1.OM1.meDSZI p 9)O.INd655 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors SECTION 00410 Rev10/20/07 Section 00410 Page 1 rv�w m tMA". Y T mneassa ON .IAd na,mlac Fo�(Ins sL d d a =` 9 NE n WEST LAUREL TO MYRTLE (SOUTH TO NORTH) I VJ I� / rpl SCAlE.I =10 AT NLl SCALE (24if76) ea. CONSTRUCTION NOTES 1Dm MC "sXIM 0.Nr6-0le6M Rm sWl K AT W AFPo CYATE 1p'Ilgl s9N. cun.cmi sYu YY¢ mAccnd m OJ�1 BMR US s11lnD rRW be'A' rV NsrAilm AT OM1 mrWrC MdLebSLN REKMmI wrNM mm on(Vd M"xO Y.sra VKK As95V " iCfAlF6 KNY WCf IpGrgl a PoL RM OMIY P64TST'nmC Qx wt EA r119 wusAnoll mrmaLw Ar n< Araxoa.rz IUAn9Y sow a nc allMc d w9 mww uArsnsm. cdaann dAu oalwcr m o9s19c 19wAc wIm AT sNNlm .uxcMl em rrAv rK mAw oa.s9e ma m uttrNua xAxs rd rt•^r av9m mm¢ Ioum1. ux swn e< rum+ m MrAu M seacnml wmam M . LW I9x dAr rs A®ac rd YAxdNI.E rx.L IWIVAP m ec Araewm er art 9uNs srur. vuulc m:ma YAts x IJMd 9QKmYWK O3 NfG1YN 9YI1N di 6 UMYAim Y(A fq p/Ary. MsiKL MKAMx QrNlplt YTN WO9A{m .VFA. Oe xuuxc GSKr ss uNYAu slow Avow ron m aAwrr. vwrz Ilwr PoIe e.s¢r om urwAs smudr ro AKAe uMmswr MAL Mvz $O Y.VIK YO U1PK VO AR 9A}N M SWe 9f[K M dMIY pllY. YM41X[ CMIIMA'1xd AIO URNK M4 91KL R' MiAIFp N SPAn1E 9hKS O51fIY6 N2 99NI NNU r01 AKe1Y d.Y. YMxIE U1FAA$ MA Yae 9IIK] MAi Q055 FAd e11O191A1 R NSrAxm Af aK 9II`.Q IIp 99w TM1.Id OT91 UTA)SAIE RAI1x6 9L Poi u1wK ut nAralw Yu1ox. eAaerl d.0 w eK san SLLK Mr ddd As smw. OY.W)[ 9 9Aw1 IlPlim M41d 21rFY 6 41fr Id OMR OlY. ALL .N m Ipgrz GPIIR VKr6 9W1 R MrWro x 9xA 4➢S IMF]S OTOIMY IgrfA NL Y/nMe xp NIFS Iqi MIIFD TNdd NIMIMJ em 9INL eE 9pKp SYPMARlY. (9QY01g2 9bw xR aMr/r IRRIGATION LEGEND O�'D saKs solms< a xc (Y vuA9.L r urwK .M 9N[I — vunsrt xrC rs,.ss mo x p-xd Inds arlwNs[ Mrml u1aA roc m svvle em nrlas w e.N.mY vesrsrwr mrrnmvc (IhJgl sa. NLMG rs dAd.w.nq UIPA m N/M91G eM19(C3 (Cfrll M W1rKN •ssrwT 1 V roLKrxnsrL (IR�a a vAm rlons9 nNArz91 UmA xs m wn IN IMA" 1®sT.1 rcart (I/2. sa Inds na9YIAg N M) (� I/Ayxd uluxArc MnI[ N rors vulaM Ycoa tooame A, (O.If-Nd 9}[ Ra11NE 6 O.G'1ANAMj —I— iI1:CUlECm) PR d059N(i � rvrt-or-oomccnd .s»:elr ® HILL BJV: Gash VKK Mx M MrM p WArol Icra u1e dM sror .ssvAr m 9AOSLUI nrK11M}I Ase l rFB[p en -TA m YAS13, VAK A14IIAr. a AM NM .5 El Na solmv Asmara wIA ..K .2 m H ISq/IYN G2 VAK A>mB1 e mlIX wANG VAK ASV4r ® ap9R Ca1m0. VAK .SSIBLr IOI pI fW91 Ga AS y —�AILS WIA Al el srArIw MN®1 Io UTDIAL osN (oN) ElEl �'�—MGIFS VAK 9S (MES) �V9IG 16 NN1r .xWAMN (9/e9. PoIS. MALrS) ^� NNcA m CM9aIlA YYr: QNThgIq A: MM1Lq A6-e6p (Tq-Yp[): a SUTds 11¢➢ tlN.M . N I-Md tl T �HINES IRR/OAIION CONSULTANTS, INC. SYS" OE W ANO WA" NANAGLVANT su?WMS in W MME M. sum TO, MT CgIM$ Cgdlro MN IMm= 97018LI M roc 9mm.Ae9 w mssell.mflls studios xlcearye Na, aae la AYragm4GEA a 9m.uAesse Yw.n®aareenmv N } w W W J J J J �L Q 7_ w 2 K z 7 O Z . U Z Z m O O w o Q0 0 C7 U Z K 0 J 0 5 U r- w a 3 O t>_ o.I.: z-le-u o..Ya ey YIP Ch-kY ey.e9Y Sne.l IR3 i LOT I I I 1 MASON STREET s [F1'.ld-AT nsl %1 MASON STREET (SOUTH) A O) SCAIE:I .10 - AT ML SGAIE (21 %J6 ) �a o vIn w x�Tx HINES IRRIGATION CONSUITAI MI O[9A' AM Ml+pf YINIQLpt "'CaYS' 9lR ]IM iaNi mLNi md.00 m5x Eo"rl Colllns dda nmta.n wDaa�y Y 1 tht +s as rem sauna, s n. ,, Fort Collins. CA SOS21 920-181-2020 mssell m% Studios t+l vmkaex, ete iM b+ax.m tmza R BA.NIdA55 ...�3lmdmmn cn Y y Lyl W J J J J �[ Q Z J F O Q j O H J 2 U Z Z W O � 3 z O Z K J ac J D 0 5 U F _ m . 2 0 3 Dram eyW a.d�.e er rw Sheet IR4 WT's' 94Y I[rK DIDm]E 1. MSrµL eAWIDY eLKC[ M ]IMq]1 alL-TK CODE Kq1([ MM N1 ei11E NIp LC(Jy PR41lR of . mw mX .M OpM i-In 1Q elaCaTla�S PTAM O PAD AT Qe [ RR MY«E 316. � rplLf IWII, elyq IL 1rM N eaorM rmw. lua mK M¢Ke —Ir.vl pAp/rp p uup •M 1-In Mw WRn PW4TI AS MAN rpCle.Rp piC 9IE Sp«ALQ V&W «M 1 As.IZN® oa«LcnaN taunan enAa In-«w mY.te .ro wAD.ARz m a TAIiEn PPDor. no (x7 maalp r.srm rw sonn b .. Au aan alm slAa a mXnMNes ADura AM wamD 9aDM. YK aM uua l«p' pAeO sea caz m aD.alAp ro aW9.11e � - La.91: a-«w NDUu rM almr tn: maTw +enor ]/1-«w WY[ .uulw ml rK w tl .r A oea lAr, mrQrw D a xl r xDY oa.r, nr V . era vu c le IISQ MTLLIm 1-xIM rlm L mNm x+lp s¢K 0 o 4ISrsl wtt e OMPS a a.r. Mam¢ eas nw Icrot rn+al src nan Nz]mnem-ml fJ91 N:DR+L r-M61.MJ.Y MW I r�}�L^j�_I T�I K aamli D.bl tQ `e e, 0. q oe N C04M1N 1PN verG N.a EO m v eket To wzRn VYK I�al sw a nc v.K .Dora 10.ND1 VM« rOM a ]/4MD1 N.9:ee :°Aal�vul Lvmr-NE rAzmc om J-MOI LbM a ]/A •._. UNS 41 peM fp ImVC W.Wr6 QAK �� +-Mw x In-Mw mroLn u ./ In-Mw cyan Rsm 1 BACKFLOW PREVENTION �� ! SENSOR ASSEMBLY /1FLOW �/ ASSEMBLY x-OAt Q«YIMN . PAM 4MIIM[M IptM aWD.IO IY YNK e9 MM i-N IIR Id1rA II a. .. IIIM W F,eo, oRw —rr.p QMF/RO p WAp IDJMI ROM YILK e]Y \M 91(W x-lp IR 191IIX IeUll. pYe I31 MM VNK FoTI -1 r'�r `CUIIi1S � eAM R11L 'DC to-«d P�IND vKK eo wM 9lJN x-Im W. -A MRsroz-MR ra may maRLMM mM ava Iolra leull. mWow.M VYKW q aev3 D p 0 RRp mLMM vYK: RAn m auc olmmmz-MR ser.ass srm NDz aAeP D a 1) (lOaMii eTia m� 7 U� �y7 aca �lA� w.rz naR.3 ro sxzam WA:mI s Raw IYZAWu . zoa7 o•nlo.n DevNmment u.3ra vYK: erl ew 1®Jam Yr «®PL m ]m9 _ Ill. ft mrx o ]/fxp o94D LII.IQ vm Aucep (SxL m wml raq Mp D M S 19 mn Square. 10.MDI VYM mM O rot m PC a RC (I VAllp) 'LA. �p. D n x) lt.e t Co 2]D Fort co . . ed. o" So:a .rMi: uzR xn a]I_zm UR Y4+C Y.rm. qN/, MI MM p04 80324 e032A rs vuaPc m mror xngz. ryxm ro u.rw Yuzzq ex0-AeA-2o2o Wv fl o q aK vAIaPR nc uAR.]K In nc ]p a YYz AW ra (mius mssell -mills Studios M-z-mll rAM-.mal woxxe rrwe v a nc ra p a..Ix nr amn w ml. aYRL Wunn la xvra 1. IW 9NF x-o[ x.M «VYK m1. SdmT IfNCM NRra a°ml lur wewlW¢ mra rang mceR sn rp aAa moms 1. a m n ore vuK ro v.rw Nova v.«3[ ss Mvie�, mer�Nee 1 YKIo VYK O 1NRCm TIM )C mll«Lq l�rY .1m81 YD 9Wt 4 OIMM 13 90l N.mY.As[ YSa . WIa L UnrII Sft ARa Ip {DJ,1C WYglrlp 1 id pR V4K3 99M N XIMeAAO.RAS VRg w9J WI IgWyq Ila m RIN N4�.Y4 W YYR MM Y. NYmR 9mtM.eeSe F 1 13419Y 5(i Wall m «Sr.LL lWl p VYK eJ. 16 1 Lmxeo eee 1AY1 `ae` /xd�$Ilgml 1 MASTER VALVE n 1 QUICK COUPLING VALVE / F 1 ISOLATION GATE VALVE > �J ASSEMBLY ASSEMBLY ASSEMBLY w auam $®-Tq dnp ep y mop m«[cm fx p AI e o TAa IM - la] m w Z -] W«Ip mm Neaal mil puE/Ip a M.p a —nw ouorM a MAar I/vl n31NG p = } 0 IV aDM vYK mz wM wa«l r-rp le ~ f rnnp IMsn. uwo m aM vT . Nunn. loan muea VYK _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .A«BM m on Z a F U SALL>m-lpc ' aan0 nup w An.M umn 6rFM 3 c,osO- ___ __ _ our"'A Zoo K pxl ________ - (Ia» O 0 913a MIML 00CTu AS ML11.R)) - - - - - - - - - - - - - - = Q h- z 9 .«Nalco ®Iml mra rr«.c ProO la• p m next tap _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r/�+m"� ✓if _ _______ _ O O F ppq o� oo 3�r �-Mp aOM p ]/Nalw QY�°'' dp nlawa Z R' W K W �veAM rK a .a Oe a voa Awn p.+a ellla D p» p O 4 ml IRruY _l O .A mE51 TO, Yz+lp o:p uraY MR SINGLE OUTLET EMITTER 1 . wnTpc ASSEMBLY(SHRUBSINES) 1— 3 p 0 Mr AfOTAPE L Yrrr3 TAT. pa R-m3-mr Mp YYK XaR: w ASbgY. XT 3 Imra m sea. rw mea ¢ . ,aa mmAIN« M� nB✓ NDp YYK m. rp erpDp mar` p N.ella RmeR. HINES IRRICAIION CaVSULTANTS, INC Dale: 2-18-11 �\ sn" Drn n ey. w / , REMOTE CONTROL DRIP 1 1 DRIP FLUSH CAP DMW AM WATER MANAG Mmr SEWWC 3D.. mw M. m mr cherwee 9,W Sheet RAT "% MORADo em2e �J VALVE ASSEMBLY ASSEMBLY Plm. em2n1m r- emm Wex I R5 n en:vs am wREAnw TuenE Nme '' iKf}'N�S�s54aNs°�It 1'df" woswe Rvao to re u we �wsr�� irO1rApoi w a of mTa�]o�K:uTm � srsm a adAra I o 1 DRIP INDICATOR ASSEMBLY Alzn vAYn! 2 u oxuc wnl.Rddl ro CE TM .5 1! �RMN y)Rdl: MR A. �x GN MT..p4 T ro I�en1 wCN. fNl AM LMA" Ym J'Y+ STE UMpll9„ OlY Ce 1p1i CQ1M IwM ro MSiAW.1pN. .. MAu uwxlm cw ' (Rdw ro IELpq rw IN, NGEiII Z� vw vnxdAr rw cwTRw MRa ro u1A5GPCp ARu Igo Ys.i PEKR smvtY aAC( I TC 311® 6L \ CnNpl LIKUNg11E MRE ro �YIS fi.Aw. 6A0 dIQ.NJME RTA (!/e i e) PAIQ li[C1RIE PART MIYRq IeitO]. xETEs wsAu wL xwnc ru LocAL DccTYrx cools. 2 MTNL pgME qCp YMN IMCJ1rp nAP MU, f INnEAIFD 111Rr ARPA le xor M a,>R mroaan ro dWTRTAlFA. wsrAu oK (O Emv wrlw mcu xrARvr ompm vALVE w vgLs !ox xu]mlc damooX: Rm n l PEDESTAL MOUNT CONTROLLER ASSEMBLY lll`gli AmuNe, uTwA� f zl-v YRE sLm.Es 1' _ I u le" sl£EK w: AxoNE exaETs uTrnq mvE Nwr von Aw .Au eAs¢th s11.E a wANTw vors um+AL wE 9IIaE /2 :xM95 Mq xx6 U]MAL rA s.sE N: wxcATpu uAriNL wrE SfIIK /k 1-'YRE LW1R0. YN[ MMm[ AIM. 6 CM9 ALL M e1M:L9 M S ABATE 1 MOLE$ � . 46K Nl NE /hn MK SfDMARLY. 1 wt suYa p RE samsF w vc } NL A In eE wsTALLm Pp uMrFACMId's s:L6K.SM.xS •41ME• LM9¢YF➢ "MIPE w Appl. VxPLi A YX. 61" CISMNICE rn aCE 6 IIm.JI Np el] YL R6 /111M1-V YIIwE SNwy 6 Msi.VlLn N XCCdq/NK lN ObL dSC KpIMLLp15. gpNOE IDJS[ p' LW AT M CxM R ER2MNa4ACEs. I. un11zE M1PV rL, ro eXpfrlly TKxOrtS p[R olV (f rORr Cg1)xs srwroMEs A. svEtPlunpls E. u,m/ LIES MAr OIO!$ pMEt unnh5 wr Xor BE msr41LE Ar T11 WM STAM 12 TYPICAL TRENCHING DETAIL EIA. O11TP f SLLVNF M I� (PQ ty g mID, VYx:d�Ur[ . IyILLL f u4urµ KM rMr R 21LO M 1 /YIaVK MY4NT OIgM cr`a�r mwxA¢ K1P nT ITTW maK xpxf 1 Io MR+w Ao l+w i)N12 VL wQi TV A sxw( TW. 1 IRAM 66p xR Np 1[Ip T 9:Ma S aTnw:O N YrMq V:M YRIp cwTRw a am oYmmmrYm:u49YLRKY@ry lmwma sv, mra mVYNM 1Lf1YOKM51V. A4raVMAl112Wa11 RIN 0! sV IXpIpCKXIM nMaxlw K XRAc n 9NC ftal R.YtV 6T@ OR Lv m KTLa YIQ a 'T�uaewvuw sY�irnilnana mreAlaM laam rAsmpryrq CITY OF FORT COLLINS �J TAP DETAIL EA & IgTM t ni. m.la lnM bb AAM A air b.I. e:0 WN sy 6 A a n1oNM aa. Y .ITA 1 M al inla wL S M wsiq. e�.q ee. Yd3yaL 1. � � NmmaaLL� M1 1 M 1.. au Y..naa 1. e.. aNx... ✓s b.l sen .n• RR a m Ila snA 1L I. i.A .- aft,:. AAW A. "w.A Ma y1 m� b /11 mn. M yeb b. I.Ys STANDARO EXTERIOR SETTING FOR 3/4 ' h I WATER METERS CITY OF FOR COLLINS METER DETAIL gHINES IRRIOAPON CONSULTANTS, INC. 11ST pEypl .0 WA] MANALEUENT 3ERYMS 3:3 W. MW M SATEA rmT muxS mp W WN Fe a MM2 F 1,Cc1II-S 008 dda pmte.x De.aepmext ty 19 dE i—o.Tn Spume, S ite 330 80524 russell.mills studios 111 a eM ae, plle Id 61 vlb,mlE]I P 9]O.IMd653 LJ W J J J J � a Z w Z O w 3 N o a0 cn J K w V J � � 0 5 U F 1— N a w O E� D.t.: 2-19-11 D. Dy: Inn_ IR6 �VeWmmw MN dN94 ud , m ux99urE 2 ..(I C! v mRUpfD Md () MY As T( X9 RCdN(D).i. In-nw1 s m9xr>II M �w vnrcnms«E Nnv c Tu Ilmm INLINE DRIP IN PLANTER POT ASSEMBLIES Y PAVER. R VMOSF.IlC NAS w.II. Ima m IAMSAPC N£ M 9Q`2 01CI1]1 9N a weunDl ssc —9Nx D a q —�o-Nd WNIIIM °vlx o J/A-eXS19A9m w�¢ IIW d1AKiIN 914E ngX[(1f NL dIMQS N NS OfIXMN IX XYpNII£ z au9 w a14z II urAma 1 u4N P1W1 NM Y q OMG 51141 NN ILfAId 6 v4`.E NN N {1111IRL Md4E 5XB]. 9M WO#/A Yp116T. l YL ML MB Y4fR IPMC MIO 1 MLB09VLL LF MSi41ID XT MII6MPY WIML 15 TYPICAL PULL BOX ASSEMBLY / 1 INLINE DRIP IN HANGING v BASKET ASSEMBLIES Fp" l Collins ��� lemle+n Develwmen! Auty 19 Old i.."e+n Seume. Suite 3J0 Twl C°IIMR CO russell.milis studios 41A .M+aeNe, v9e IN we64a&LS4 v9mAmucX Ln w W W J J J J J_ Q Z J 2 z it o Z0 3� U z F 5 2In to <3 0 (n � O U 7 a' J 0 J K - 0 5 U F In a ; �HINES IRRICADON CONSULTANTS, INC. 01em Ciy. Sn$ OMM AND WAMI 4ANAGIDAENT SIWAL in W. VIM W. Sim NA eheaea Byrn TtlIT C MORAM SOON R. ENEm.lem sheet Tw sm.MW2 IR7 ��HTING PLAN — WEST LAUREL TO MYRTLE (SOUTH TO NORTH) �—J C� SGVE1 10 AT f111L 504E (245°ej I SEE SHEET LE03A I a—AI;IDNAAFIDl1AtO LIGHTING AND ELECTRICAL LEGEND W.LAURELTOW.MV EALLEY TYPEW. PEDESTRIAN Fd.EW LCD OECORATNE AREA 0-0 LWINAINE. Iid LUMINAIRE MJIMIMO NsNT "REFERTOLUMINAIRESGIEOULEFORMORE RIFORMATION. N LWWAIM TYPE (1YPICAL) I CRiQllf NUMBER (TPIGI.) NX13 T'I°ENX: UGHT POLEONLV �NOIUANAIHE REFER TO LIIMINMtE SCNEd1lE FOR MORE INFORMAigN. -0l7A7• TYPE T: FESTOON HUNG LED MORE UMP$N•ON CENTER. I FROSTED GLOGM AND BLACK CORD. SEE FUN NOTE n. GQ T19E'Q: RUSH IN.GRADE tED URItMlI1MMAMF.. SEE OETM£ON SHEET LEd FOR MOIINTMG IMOidATNM. 0 EXISTING PAD MGUNTED IRERVTRANSFORLIER ® EXISTING UTILITY HIGNNOLTAGE SKIM BOX `_ NEW FUSIVIRp CONTROLCENTER COMB.EIEWRHMETER. 4�IN MAINNGRLE OIGCOMNECT, PANEL, LIGITIILb CONTACTORS. TIME ,PHOTOCELL WUTNERFTICCF ENLIOSIRlE GROUNDND RODS ETC. NE ATHERPROOF JIMGiION BO%MOUHIEO ATTHE TOP m ,im THEPOLEMSRICEFEBTOONINLRMGLgAULTORS, PAINT TO MATCH POLE. O FLU91w-0RAOE, PoLN.Rt LCNC1�TE BORd.M1EGS SPUCE BO%WIIH HEAVY-0IRY, TPIFFlL RATED COYE0. 0==M TSLHEDULE SO PVC CONdM SLEELR ACRCKSRGOWAY PATH IN -GRADE SRKE GOES ON BOTI ENDIL RACMAYN21'OEEPTRENCMBURYANOFMFkL(LR TIMN 81ABGND) N 1 Y• SLHEdAE AOTLCONIX)ff DON. /'y NOMERUN OR CBIGIRBREAN, NUMBET OFAppOVS INDIGTEG NUMBER OF CIRLUTTS. ('� SEE SHEET LE018 I � _ _SEE SHEET LE036 I i I I 11 I I � i SEE SHEET LE018 ATI I `�\�•` \;•••` N. I �' I I I I .� 1, I � i I I I E%ISTING 10WA UTILITY TRANSFORMER ' NSFO ` I I it II —_ I O (SGpBRGTHWN6 i -- ® c B. p I Z \}1 B -� - Ll� N 4 - L.T (S4PI ne d THDI - �f 108Gm NI m m m s �— .T_. _ _____ _ I RAN NOTES: III _ — G m m I/T1 �1 '1 , L ./Cr/`T%P ALL ELEOMIGL CONDUR SHOWN IppTH AND SOUTH ALONG THE ALLEY BETWEEN,, UwO�RouiOEmmipLLm�HEAnc�OEsropS N 1 I 4 -1mlm NOTE m m i=illm IIiiRR L-R1( " I C.1z,po `. GT( C . •C EEPMRO�PERaEAIUNP cAESA MMMANEB BETYEEN UTILITIES. (SEE PLAN RJ) I I =I m m �= 4 I C'I •-� , i7 •� • 3. I OFISA STROYE FINISHED GE ANYATIGNING TTOFT. SHALLBEMOIMT I`O-ES SHALL. GRACE.ANYATTpCNMEM TOFT.LIXLNS VRl1TIESPOLES SHALL HAVEpSTRAIN RELIEF I m m m ;7 �, 1 O� WI111 NBIAATOR. TO SEPARATELY N9IMTETHE TNq 9Y31EM9 FROM ONE ANOTHER. T Dlm a•I I 17 OIN .. .. \.: �T 3. V TIE ELECfRIC.LL CONTRACTIXL SHMLPRONOE AND NSTALLTIE SERVICE LATERAL FRdt TpANSFORMERSRILE NEW TO THE I.M. THE L,OIRR OR SHALL COL. A MINIMUM I I I .• •••••••• OF T-0 OFCONCRICTOg9ATTHE T MFORMERSRILEBO%Fd HNALCd1NECTONBYFT. m D I _ I F C�� S/nNn�-�. COLLNSL*W&POWER(FaAP)FMMS.CONTRACTORSWLLL OINATEWOIIFCLSP 1 .� FOR ESACT LOCATION OF RRANBFCgMEp/BRICE BOX) MIEN TO ROUGHIN. I 1 R LIGHTING PLAN — WEST LAUREL TO MYRTLE (SOUTH TO NORTH 4LCONNpTNAEppOAOWAYWM IO dNENOERNOHMA RA FILSHNLBE BY SHLEOIhESB PVCC OIIRINLE55NOTEDOTNE R ^ ^ I ° CJIF3 1rc .T RBI a r YTII1 T� ®a LE03B ,0...•A fE:i. P S� F-6HICoUlinS "O' dda FIND russell mlils studios u1.. RpyI.T.BIe Iw MIRSN.measT P��ARB LmIIh41M4•mm LE01 MON V3 o N OfID 1 PUN NOTES: 1. ALL ELECTRICAL CONDUIT SHOWN NORTH AND SOUTH ALONG THE ALLEY BETWEEN W. "MEL AND MYRTLE SHALL BE LOCATED M SEPARATE TRENCH. COMMMM SHALL COORDINATE WITH ALL OTHER TRADES TO ASSURE PROPER CLEARANCES ARE MAB?AMEO BETWEEN UTILITIES. 1. ALL FESTOON LIGHTING STRIMS SHALL Be MOUNTED A MMRNM OF IS.IV ARM FINISHED GRADE. ANY ATTACHMENT TO FT.CCLLINS UTILMES PCIUM SHAM HAVE 4E T V M RELIEF `NTH MSLMTOR, TO SEPARATELY INSULATE THE TOUT SYSTEMS FROM ONE ANOTHER. d. THE ELECTRICAL CONTRACTOR SHAL PNGWOE AND INSTALL THE SERACE LATERAL FROM OFCO OXCTORSPMCE BO%TO THE lCG THE CONTRACTOR9MLLCdLA MMIIIUM OF Sd Oi CONOIICTOR9 AT THE TRANBFOILMER50.10E BO%FOR FMIlGdIIIECTICW BY Ff, OA STIO(FORCES.COMMCTOR HULLCOIXiDMATE Wlfll iCLSP FOR EXACT LOCATION OF ITRANSPORMERSCE BOX) FIRM TO ggXiNdN. A. ALL CONDUIT UNDER ROADWAY WHICH IS MINER OVER BY NORMAL TRAFFIC SHALL BE SHCEdRE 89 PVC CONDUIT UNLESS NOTED OMERNISE 'Ci AJ-itoKBA911mAmI W ILAU ELNOW. MYS LE LEGENO W.1/�MEL TO W. MM1lE ALLEY TYPE N; PEDESTRIAN ROLE WITH LED DECORATNE AREA 0-0 LUMMAIRE IS-0' LUMINAME MOUND. HEIGHT, "REFER TOLUMINAIRE SCHEME FOR MORE INFORMATION. N - LUMINAINE TYPE (TYPICAL) I - CIRCUIT NUMBER (TYPICAL) NX❑ TYPE N`C UGM RITE ONLY. NO LUMIMME. REFER TO LUMWANTS SCHEDULE FOR MORE INFORMATION, TYPE FESTOON HUNG LED GLOBE LAMPS, N' ON CCN-PM. I MOOTED GLOOES AND BUCK CORD, SEE PLAN NOTE Ft. G0 TYPE G; FLUSH IN -GRADE LED URpM LUMMAINE BEE DETAIL TON SHEET LEN FOR MCMDR G INFORMATION. Q EXISTNO PAC) MOUNTED UTIURY TRANSFORMER ® EXISTING UTILITY MI VOLTAOE SPLICE BOX NEW LIGHTING CONTROL CENTER COMPLETE WTDH METER. MAIN FUSIBLE DISCONNECT, PANEL. UGIRING CONTACTORS. TIME SWITCH, MOTOLEIA, WFATNERPPOOF ENCLOSURE. GRWNp ROO9 ETC. WEATHERPROOF UNCTION BOX MOUNTED AT THE TOP OF IyPO THE POLE TO SPLICE FESTOON LIGHTING CONDUCTORS. PALM TO MATCH ROLE, Q FLUSH INf.MDE. PoLYMER CONCRETE BOTTOMLESS SPLICE BOX WITH HEAWJI . MALDC RATED COVER, 5 B S' SCHEDULE M PVC CONDUIT SLEEVE ACROSS ROADWAY WITH IN -GRADE SPLICE BOXES ON BOTH ENDS. RACEWAYINN-DEEPMENCH•SURYANDFLOWFR-CRD THWN A INGND) IN I Y..- SCHEDULE 1B PVC CONDIIT! U.ON. 0 'IIIIAL HOMERUN OR CIRCUIT BREAK, NUMBER OF ARROY^ INDICATES NUMBER OF CIRCUITS. J �+S N l�Y W J Icc ( G I G `i G F N% 50 W IN VI SONED. DO WC �5 G (TYP.) SPAN WIRE BETWEEN_ POLESTOSUSPEND I '• CENTER FESTOON STRING I LS �'• _ Nl? ddcl 9 lUSSDIIHIIIIIS BIUdlas IHl.XNe,IH,ue IN wa f..ml ESIRAMASIS }} J J Q Q Z w 3 2 0 g> Z � U a T- 0 Z3 0 0 Z J W O J? LL 0 g U F - tll � W 0 3 ILIGHTING PLAN - WEST LAUREL TO MYRTLE (SOUTH TO NORTH) A IS 0 f lv 3V NoOl�u L1FQM lT Of SGVE7 .10 - AT RAL SM (24b6j eTwT LE02 MASON ST. •T e e e' IEX.SOEWALK A 2 W.P I (21112THWN — G T A 1012GND) I IN I/ SCHED'BOPVC (TYP) / ---iI I SPAN WIRE BETWEEN I POLE1$ TO SUSPEND I CENJTE(i FESTOON STRING 1 I C NXI 1 1 I r I I PARTIAL I I I I I CST. I TYPE - O' 8 T LTG. I I IS I N I I 1 1I L _SEE SHEET LE03A SET L_ I E SHEEE0B 11 1 11 LIGHTING PLAN — i1�IMSON STRE(UTH) F�I�v NORTH 'TA10ALC24M6-) .. �etiA«Iw AAAMPFMTb�i 0 _MASON ST. _ D ucxnxcANO ELECSMGLIEGEND e e w, LAMEL TO w.1JYRILE ALLEY rY G' p TOPE N, PEDESIRIAR ROLE WRH LED DEOQRATNE AREA 5 M IXSRIEWALK �_/1 U MINARE. IZ4F LINMAIRE AANU FO MIGHT — S •' 0 REFER TO LUMRNDIE SCHED1AE FOR MORE plFptMATpN, x �_ LIIMMMIE TYPE (fYPl1'..N.1 I. I_cmalrr NUAISEA(TrP�/AI (2M12TN I NV2'GSO)CHEO. DD NX❑ LUNSFAMELSCHEDUE FOR MORE MiORMTON.NO LURCHAIRE. TO I IN 1? PVC SPAN WIRE BETWEEN POLES TO SUSPEND JT 10 _ _SEE SHEET LE03B _ SEE SHEET LE01B - (TYP.) _0,0 -TYPE T. FESTOON HUNG LED MORE LAMPS, 24'ON CENSER IP'®i I FROSTED GLOBES AND BLACK CORD, SEE PLAN NOTE AI. 7 Gp TYPEK.RUSH RFORADELED UPLMHTLUAINAIRE.SEE I.. DETAIL£ ON SHEET LOW FOR MOUNTMG MFORMATION. 13 m QT ENI51H['PAD MOUREDUfRI1YTRAN3FORMER _� ® EXISTFIG LRILTTV SACK. TAGE SPLICE BOX , -PARTIAL NEWUGIDMG LONIR0.CENTER COMRETE 1NTH METER. J !L CKT. KS lEeMAN RISIBLE DRCOIINELT. PANEL LIGHTNG CONTACTORS. '.�:. r~-. TYPE'G'&'I'LTG. TIME SWRLI<, vIpTOLELLWFATNER.PROOF ENQO.SURE. GRdRp RODS ETO .�. Y N'EATHLARICOFAMCI WXMWNTEDATTHETOP E1 THE PCIE TO SN.ICE FESTCON µ LIGHTNG CONOUCTOR3. PART TO MATCH POLE [^ y/- ' VFW CWns ❑ SPLICE SOX WITH HEAW-0VIYCHITRAFFIC RATED COVER. ]'SLIIEMAf Sp PVC CONp11t SLEEVE ACROSS ROADWAY S 3 I'11^��V-. wTINUMDESPLICEB0%ESONBOTHf1A3. J^�i 1 ='� (Ida �� RALEWAVMb'OEEP TRENf.H, BURY ANp FLON FlLL (]p AIA THAN S HIRIM) N I Y' SLHEDL E<R PVL CONOUIT U.O.N. AMVMF /'�NGA1F.iMMdiCIRd11T BREAK NUMBER OF ARROW^ YCNTew BpibM, S M !SO RAIUTES MnABER OFCIRLIIRS. IMBSl1 i Rp<L Dpti CG M1WIdO20 Ii NSSfI HOISTS SIVf)105 ulAmmge RT.,m<ra unom<,mmsz< i ; o:noeeLeess .e..newlmeunllol.mm N J J J Q Q PUN NOTES: W $gR11 ALdA.CONTICTOR EN W. 1. ALLELELTRIUL COHORTESHALLIpNNATED Z 3 I- Z UIIRELAND MYRR SE BELOGTETMSZURE TRRCUE CANRUGIOR O =} O ALL OTHER CO'FEEN EWITH All On1ER TRADES TO0.55URE R1pPER CLE/rMNCE9 ME MANFAMED ARFFT BETWEEN UFRRIE3. F. Z I, (� 2. ALL FESTOON LIGHTING STRMGS SHALL BE MOIIMEUA MMINUMOF IM.IP ABOVE FINISHED cc NV GRADE. AATTACHMENT TO FT.LOLLMSlRRR1ESPClE9 SHALL HAVE A SIIUM RELIEF w0 WITH INSU ATOR, TO SEPARATELY IN]UG UE THETWO SYSTEMS FROM ONE ANOTHER. Q .Z 3 '1 ITHE ELECTRICAL CONFRACTOR SHALL PROVIDE AND MSTALL THE SEIMLE LATERAL FROM � � () TRANSFORMEILSPLICE BOX TO THEUDC. THE F,OHFMCIOR SHALL COILA MNSWN OF F4' OFCOMUKTORSATTHE TRANSFdIMER5RILEBO%FOR FMALCONNECTIONRVR. LD Z JDJ O COLUNS LIGHT A PCAWR(FQbP) FORGES. NIgACTON SHALL COORDMATE WFFM FCLAP J .. FOR EXACT LOCATION OF jIPpN^FORMER/$gJLE DOX, RIM TORO11G11JN. J <. ALL WHOUT UNDER ROADWAY Q� O WHICHIS DRIVEN OVER BY NORILL TRAFFIC SHALL BE SHGEd1LE EB PVE CONd11TLIME55 NOTED OTHER'MSE. �1 F ~ w (if Oil F O 3 oQ. n LIGHTING PLAN — D^•* n MASON STREET (NORTH) o—J ;` 141 nD la o r Tv m un ; �2 SGVL1 =10 — AT RILL 964E (24iLM•) ��•. a -I FEEDER SCHEDULE 1 (3 /1 CU mmm r PVC CONDUIT Z (]HXNHW 6IPoGND)1,?C. ] 11Po SA.Sc.)v=. A 1]Po11MIN 61PoGND)1114' PA: CONDUIT N.ON.) 6 R/ta lIMN 61/1AOND) IN PLARTICYAREWAY R (]I1/TIMM 31/tAOND)MRARTIC WIREWAV UTNTYPADMDUMED 12arsaw-1D.TV LCC NEW A ENCLOSURE LCC ] reDA-2P FRNRADI PANEL 3 I rw•1B,21J I ` ^ I M ' ^ T.CCJ' 2 1t / 1 ll TVPIL I`WfMut N I vnMD,M! �' ��u/ 3 LCI I [/ H }j LIGNfING LTRGIIFF wP I D I RNTCLEI I.'ONNFF• L- ---J to U u TYp M DEGORATWE t ] ] A A UGNNNO G Uo PNOTTICELLV Ia�0,f0o AFTER LET.TMIU OF FRNlCy AAP FUSES. TIME+M1ML.M VFF' _ R)'YA11O COPPER GUD ORNEN GROUND RCp. �10NE—LINE DIAGRAM — LCC3 NOT TD sm COMPONENT LIST ]3'MIN. G OO 13Y'.Fb'N.x 12Dp. NEW 2. HINGED LOVER, ELEMROSTATIL GALVANIZED ENCLosUIE WTI BALIf PANEL ANO Ir LEc MFAND LOCKABLE HASP. GONFRALTCR SIMlI. VFAIFY TNAT ALL ORIENiRpTOLEL, m COMPONENTS NIlL FR INSIDE DIE ENCLOSURE MCREA.SE SIZE A.9 TpVARD NORDI3UE NELESSARI'. PAIMTO IMTCN MEIER ANO dSCONNECI COLOR. OF NEIMIFNLLOSURE PHASE LOAD � E PANEL. B IALES FOR F G OMFOt.n DM AND BREAKERS)I NI FIALSUE HEI.ITML AGROUND O I IPK-IIGTApi EQIALBYGE M C.I -HAAPAM MpMT INSIDE / � OF THE NEMA A ENROSIIIE O NEM-D ©IBOM ENOSURE A CLOSURE II MO TE00N 9dINI NUBEMIIYI ENCLOSMESPECIFIWNMS) D I I OD NA,3PIXEFUSED OIGc0111NEC(. ULL6TEDFM SERVILE EOURINEM AND FRNR f1)SESAS SNOWII M CNEIME pAGRAM II wNEvrRu3GRDLMO BAR3. wIhNeDMsaMTN31oE GF NEAUN CONCIDEM BEi ASESY a I I ENCLOSNtE. ' 11 o cnAc MM.rABd/E AB.MCEM MbTOCELL ONN TWN3i{OCKRECEPTACIE BASE M011lrt M TIIE OJ OJ I I OE NORTH THE IIEMAIFNf1p511PE. GRADE. Ya'dAMFER BIDE OF I I � ALL ALL. EXPOSEDio B' GVERIAPMLL 3WE3, GFCI MARK.RECEPTACLE NA1laAN('BACILBOx WII{I LOVER I I FO PIATE MGUM IN3PIE NEIM.ENLLo3UE. OMA-1P. SMGIE THROW. BYPASSSWIFGI Wlill DACKBOX ANO COVfP RATE MOfMIMSA]E NEMAa ENCLOSURE 1N Bf�,v11 N,y\y�;l %1 II II // OROTMYDUL f.OVFR0.TME11lSAN FEOLILUq IRIS. LNJHOND E%CEPTFM PEDFSRBAN POLE MOUNTED LUMINAIRES. II jf 4PIXE,]DA, EIELTMAILY NEIDLM>f11NO f.OMACTOR3. 12) }O REQUIRED. MpMTN61DE NEW A ENCLOSURE. ON6%tOO COPPERCVD DRAIN GROUND ROpS. j1)REMBTED \\`Jk / �MCOMNOFEE])ER II O II U TKE El£CTIiIGL CONIIULTOR RWLLL RNVIOEAND INSTALL THE S,(F( MIN.) SERVGE UIERALFROLITIUFL6MAIER!SPLICE BOXTO THE LCC. J TT1ALTM SI,NLCdLA LIINIMIIM OF 540FfANOI1LTOR5 ATTHE ATTNE TPANSF BOLCA FT. O%LIN$ITf PONVERrC"%FORCES. N17MSHALL COOMMATE WITMFLUPFM EfIILTIp',ATbNM //!LIGHTING CONTROL CENTER DETAIL — LCC3 RRANSFMMEwswcEeonPNMroRaol-M. ^ Nor TO SGVE A C.MOI SAlhlq* r e Jt ® I I]Y L----- 1r L U NY r H PUN VIEVI SELIION'FA' 9RILE BOX SIULL BE WADTE COMPOSOUTE BO%WITH OPEN GAGE NLi111BBAt2 ANp g1AZRE LOMI'OSOLRE CIRfU HGW DIGWING. OR MTED EQUAL, MOJ URFLED ELELIRIL'OR 11GMIN0' M APPRgIEO EQUAL. r-,TYPICAL FLUSH IN —GRADE SPLICE BOX DETAIL NOT m Sri . 1e•Mlx. 1CUT GRADE —j`L SURFALMDORFwmu L 1 PA EME "1 MIN. MIN. WARNINGTAPE Q 9 F'i Collins O'DEEP MINIMUM 29' MINNUM UNDER GROUND IY DEEP Mq%IANM JB'MINIMU%IU%Qn ROAD!/AY FLm As-MAXIIAIM �Jaiy!",y z: ,�� ��yypp��-yy77�J .�:'.''-'�I . •'. n IQ III :: 441 FI+P+_y i..4.i.f.ti.1 CONDUR� PPIL COS GO SDSXA NO ES: OFO<SV1O40 GCTM L TPATION. WR{IpDIE DLRIES PASNALLRINGANDIR METERING IRRIGATION. CCIRRACTOR SHALL UCAgMO SHALL USE .'LI SEPARATE THE SEPAMTE TRENCH FOR ALL ELEDTRICAL CONWII9. EL CTFH N$$Bn MIIIIS SIUAIO$ 1414 AM LIX TE WIRE AND A NYLON PML STRING M ALL EMPTY CCNDURS 1U.wl,p-, Me IN TYPICAL TRENCH AND CONDUIT BURIAL DETAIL paMM] DImINIXdIN.mn V) `j ua To suu NOTE: M GMOE URIGM4NTN COMDINATEWTHOETAILCSNEETLS50A TDULAIENEO GVSS DIFFUSER J W 6.`A ,IB',RIIIABP/E GIMFACE J y J Anya _J Q _ 1',"+'yy�4.' ''S ^rPOLYRtOPYLENE J t• �I •f RECESS BOX FQ z W J NIE'.aY Ytk. BX REFER TPANNO PLANS FOR Q~'. Q J Y MORE INFORMAnON I- Q O� z '� $1_<_PROVUE MINIMUM IYGRAVEL ti Q L) WSO y. 31 v BEDOEGOWBOXFOR BEDI 0 UJ O O W 1- U POnIBLE QUACK CONNECT FITTING Z MI M,T 9.]T W .OWPAW4S N4ADIERPPOGP WIRE NUiS. = j InvlUy 0 1- . •(�,,., SGNELULE EDPM CONIXIIi$ BETWEEN CJ �' y YPLUMINA A40dtTIFVPELNAMAIREIBE 1- W PDlE OASE(TIXI FEEOL STUB�' 3 . _ ' IAGMgIR REFERTO RN LUMMAIRE. BREFERTO O Li TY NPE DaM !TIT POLELLIG0RAMS ' POLELIXADON3, DETAIL — TYPE 'G' IN —GRADE LUMINAIRE �1 «",aI«Bris E Nor To SGLLE BN//f LE04 FORT COLLINS ALLEYWAYS - SITE LUMINAIRE SCHEDULE - W. LAUREL TO W. MYRTEL ALLEY TYPE DESCRIPTION MOUNTING LAMPS INPUT WATTS VOLT MANUFACTURER CATALOG NUMBER CITY TYPE LUMENS G 00 K l In grace Illuminated ma6erluminalre. nemiPat 6l/1'dlamelerN 50,000, hoho urs file at 1/Y MIkrtld e,,bad hardened tempered gbas lens In Ur high snKlumen Ralnl<sstar tdm-10Ralnlensleel screws, nominal r maintenance diameter %T deep usloop", free aluminum beu,lng, Imegral NO In bade 1 >NCgl NA 16 In Sistemalue S495M.IM driver, IP67, ULllited, suitable for well location, Provide 1T a drainage grml and drain pipe below botiv, DAver09 PF 0111 BID I Festoon bung LEDglobmps e la, l4'dn center, fretted ahatteamol pelyarbenale globes, blank cord, suitable for wet toatlon. Supply with mounting clip,. power cables, black 16 gavgesup"n, able, Cable Varies Salld Slate NA 0,14 120 Op,lled ramp: 120BJSNIS ra(aon:1805218 and hardware required foracem etc and fmotionin s tem. BIa]dn llptiled lens N Pole mounted sold state tlerorative area luminaue, nomina118' diameter% 2r high cast aluminum hou,I,, and arms, tempered InVue Luminalr<MSAO}1E0.E5L3-MOO 3500X glass lens, asymmelrlctype 111 diMdbuflon with spill light control, 3501K LED Holapbane Luminaire Arm: CWB U/BK (hAnDLSE,lp Luminrre ArwNcuRtomby UADIDarchifttt Iu11 M1 oN, suitable for a, loos[Ion, 111, Integral electmnlc driver, SO.O10, hours life at Planter Arms: s: (2)o toeless seMce. Supply Wireless round pole with mounting arm >TMlumen Hand Hand Hold: with 3'OD tenon atl2, arm length by archlted, all Tiger DMa< maim....' Flni.ESNO color- Pon Glimmer- Powder: P549/80180 Pole 1 'MOU 120 Eye B:CO-(ZA/BK K EB/8FWIS Pole: SLS 110001 P3/ Olver0.9 PF SLCWOCA'/SLCCFTA'/SUE '/(1). a9x H0 SLPBAMHE.25ESS'/SLREC-PRM w/PIATE (+Tiger Drylac amr - lmn Glimmer- iswdec 1549/W180I NK ]rstnigh, round pole to match type one.Pole Only. Me Luminalre. All Tiger Drylaccolor. Iran Glimmer - Powder: PS Holophane Hand HOld:lEO-HH Uldd�LEDSK 49/80180. Hand Eye Boll: EB/60.CA/BK Na Na Na Na NA Na Pole: Su FW1S END DI P3/ SLCWBCA'/91CCFCA'/5LEROCA'/(2). SLP"20H3,15E05-/SIREGPROV-w/PIAEE I••Tiger DMac color Imn0immer- POwder:P549/9018t RGNDCIrosG UFR) WIVE Ba,RE CID GROUNp WIRE I? GNC SLEEVE INSTALLED IN PDI.E SASE AS Opt' FOR GRg1N01NG cDNDULTgi. FROM GROUNDING LW 3+4'CHAMFERALLEXPOSEDEDGES AT SASE OF POLE TO GROUND ROD TOP�FOLINWTIONSNALL RESETLEVESUFLUSHOR 7 T > -q b'MIN. HARDSWPSHEDGF I ' 1 I AROJE FINEAREPEWLOEM DEW LANDSCAPE AREAS. T 11 SCHEDULE 40 P/C (SIZE A9 NOTEOIXa PLANS) ELEVATION SECTION VIEW wEID OCTAL NOTES: 1. LIGHT GTANDARD FOLMDAnM REINFORCEMEM PER RET UCTMAL ENGINEER STARRED FOUNDATION PLAN, 2. DIMENSION FOR ANCHOR BOLT SPACING By POLE MANUFACTURER. 3 CONTRACTOR SHALL INSTALL A FUSE AND WEATHERPROOF FUSEHOLDER AT EACH TYPE N POLE BASE. 4. FOUNMTION DETAILS ME INCLUDED ONLY TO SHOW ELECTRICAL COMPONENTS. �ZPEDESTRIAN POLE FOUNDATION DETAIL Net TO SCVE dAMIPIAA.06-iO MOUNTING: SURFACE PA 120RdOMiPH-3W NEHA 1 ENCLOSURE INSCE MRIOE NENE M1N♦ ENCLOSURE - FEEDER: TOP Mnlmvm Al.C.•'10.AM+S 160 MILS MWN LUGS ONLY ONLY L.'. LEFTPHMELOAD RIGHT PHASE LOAD ED DESCRIPTION P I Sion IO Xl Lt I Li I 1 Ll 1 11 (API She I P DESCRIPTION DO L PEOESTRIANI-MN, 1 20 1 520 m AL 480 - }, 2 M 1 PEDESTRIAN LTG. S. L 1 PEOESTRWJLTG.N. 1 2D 3 u 4. � 460 ♦ 20 1 PEDESTRIAN LTG. S. L L STRNGGLORELTS, N. 1 20 5 1 IG .. +/ 6 a 20 20 1 1 SPARE SPINE L STRMGGLOSELT$. 5. 1 20 ] x , 125 SPARE 1 20 9 #gip. 10 12 20 20 1 1 SPARE SPARE SPORE 1 SPODE ONLY 13 XQ1 aBn LMMJT. MR SP/LE L 1 15 1+"yam 18 15 f LCC3 ECMCUrt 435 525 680 660 d VA VA IER Rmea , ISO. VNTDIal ReapmOe LOIN - - - - - 1115 1185 Total Cormac, 23M 176b cknwpild LOAD Q) OFACT. 61. M/ ALP$ LIGHTING L 1920VA 125 2A0 RECEPTODLES(iST 10000) R 1. VA Iran 0.Is RECEPTOOLES IREMNNING) R VA 0.50 MOTOR (LARGE" AL 11 0 VA 1.25 000 MOTORS(REMAINING) MR 0 VA 100 060 ELECTRIC HEAT M OVA 1 1.25 0.00 ELECTRICAL MSC. MI 200 VA 1,00 0.20 TOTAL ESTIM9TEOLOAD 2300 VA 2.78 12 < ROUTE THIS CIRCUIT THROUGH THE LIGHTING CONTACTOR CONTROLLED BYTHE PHOTOCELL FOR PHOTOCELL ON/OFF CONTROL. ROUTE THIS CIRCUIT THROUGH THE LIGHTING CONTACTOR CONTROLLED BY THE PHOTOCELL AND TIMESWITCH FOR PHOTOCELL 'ON'TIMESWITCH•OFF' CONTROL COORDINATE WITH OWNER FOR TIME V SETTING. T PROVIDE TIE HANDLE FOR THESE TWO BREAKERS AS THEYARE SHARING A COMMON NEUTRAL, <JT For�itns i+Bi^LGj� dda 1 NSSBII rRllliS studos fat a.A, ova., nM IN btmlan.mm511 P 910.4Nd6S5 LE05 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, 7212 West Myrtle Alley - Downtown Alley Enhancements. 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 2 MASON ST. I I F � — m — J W rc — J 5 � I w I WEST LAUREL TO MYRTLE ALLEY SCALEX-30' - AT FULL SCALE (241U6) I I I I I I I I I I I I SHEET 406A ISEE SHEET 403E 7 SOUTH COLLEGE AVE. MASON ST. N _J JW F C K F NELI :I _Icn mm i �11 I I I �`or' %Ins I dda .nte.o 0e.e�apmonl .i$ ' nmhomy is ad sm+o.o. S.R.e 230 von crime. to 80524 920-4e4-2020 1n russe0.mi0s studios o:9m..e4eess ...n9amaemes.� N }. W f J lu J J Q J z 1 3 0 z 3 rc o 2 f G g�z a H Jw o �3 0 W U Z O W O NOTE: SEE LS300 SHEETS J j LL FOR ALL SECTIONS g t' w Ill K w o oai< z-ie-u D.a•n By rid/A ^ AV) t Fecal By tp/w m n IV m .n n ./ Sheet LS101 ASPAAJ MASON ST. H W K QJ J ul 3 coxxEn ro omnx9 curm� ASPHALT PAVEHEM� PATCH CONNECT To - EXSTRNC m BOIVdA / - WEST LAUREL TO MYRTLE ALLEY SOUTH COLLEGE AVE. CoxcREHE CROSS PAH ASPAAT PAN:YEM PATCH MASON ST. CONIPW TO CONNECT TO EXISTING Cu UUNC cum h CUTTER h CORER BASE - Tro uw d1 � S5 PMTR - TYP — > rA X II U .y 2 eWN uua A4WLi PAISYEM PATCH Omto'm OeMcpmenl Authority PA'hR M+WTN 19 qE Town S9uare. suite 280 CR3NN - M Fat Collins, CO COMMR 80524 920-484-2020 CROSS PAN rox T o s ExsTr.G cuRe mss,Audios 1eH.mtegeAlePn Hw ' da'A J [h2 J J Q Q Z W z o p Z gf > 3 ay o z3 0 'a a 0 cn Z a w K J K O 4 Ryge c) U g F � w 0 3 �. 0 tds Date: 2-18-11 Drawn 8y 1/1 �S 1&\ CHecFeE BY CR/Pu � W. Hr 1n n Nr M N 51,ee! LS102 ANOARO DASRET CONCRETE AREA i1 WEST MYRTLE ALLEY -SECTION A WEST MYRTLE ALLEY -SECTION 8 1CLL N+, su:im•re uc Bu;off s zu < sp r For' lllns dda )anloAn Wity men( Nally 19 qd to 2 SQua-e. Cl —. fat 8052n , CO 8053< 970-481-20I0 'u 1 NSSBlleR11ll55(OdpS Nlr.mkye...wla aneA�.e,meoue p 9Me8e.BBSS wxx.rusxTmTeduaM.mm W Y J IL J J Q J a Z 00 o zU H Z 00 0 z 0, 0 cn r N U Z W O J Of 0 0 3 � A Of W 0 3 Dole: 2-tB-11 Drawn By CM1tt4ed By,CR OR/W Steel HMICINO B SKU STRIM L SUPPOW �Z EST MYRTLE ALLEY —SECTION C %\ WEST Oil dda A. lemlo11Y ,hmnOL molly 19 qtl SQua.e, S Helt. 230 faL c CID 970-494-2020 wsse0.mi0s studios lelamkge ete. tJle 101 Mmt..mlSV. ,9A.1ltAlSS sheet LS302 No Text k\X � \111 X I rm m mim on oo OD &WE' TO MYRTLE WES T I'-10 -AT FULL SCALE (24'X36-) 0 o `rI -4 PAN rH TO NORTH) SEE SHE&L.403A -;SEE SHEET 40111T ,e t r: TO NORTH) LEGEND 0 q J, 0 & LAW TIGST/Y� "Fr 0, Q Posyme sAsw BOLIATO WE RACK Ito - PUBLIC: "AtEs PAWR wc� TTEWIAR P I PIW UGNTS AMtI Y SIAAeo KaormE t \\\i. ® � Do, PIAXIER AtP mm ASHEDK"ADO MN I PA �A MlAK MINTS V AURK wsEO cm CONCRETE K"Es T EXWNC UTUTY VAULTS .. R6� m m PMMINT SCHEDULE SEkMALDo L -1D2 � m m 11� on on MOWED Rumc em f UARD PDST I 2) Tow X x EIl l m PAVER INEATUD (TP000 Collins —4 ;/ ' =11:j COCRETE MGK KET PAVEMENT CUORS/SCHEOULE •. PAKR OffwlEDl I J p C11, I' — cum 18CONCRETE IWFANO BABKRACoe SEATIALL Et C.T. 12'CONCRETE? :' HEADER IREAD'Em"r — TIP SEAWALL. k2 to g 1. to 21 o.... SEE SHEET 403B SEE SHEET 40IB: A. CONOtETE HEADER 0 "PTE D" OF IT U. Am KEW I 00mrz.- dda 1 )oI,1vIr Der-lPere'et 19 0 ;., "Y T;�� square. sj'. 230 Fo,t Collir`* "o 17TER KEW E TONE Whooe cNAPPx* REOUToE SELECTNT 9KM 80524 970-484-2020 russel.mils studios Ld Iri < z t- z 0 9� 0 on Ica M M E To MAN _WR EWNG TO CONDON PMWR MIM RED PION MW 2% To 290 m m o NORM uttal,tre 212 e m m m m ttT, ca I> flE to o 1. to Ife 'IT Dote 2-18-11 Dr..o B, 1/1 C1IecU.d By CR/W Sheet LS401A rZTZ �_m 144 9a50j I v I I "h.I CIXIB 0 � �I IA(2 A....}.. POPE STAMEN OFFSET 06CRIPRON L lA 91 11 12 1 CENTER PA R IFS 82. .I (E)OF v[ CIRCLE 15A 10+02.87 11.86 C () EWE OF CONCRETE PUNTER BASE C TEA 9♦Bl.l) 1.15('W) EDGE OF CONCRETE 16A 10102.61 10 EDGE OF CONCRETE BAND ]A 9.91.1) l.8$ E EDGE OF CONCRETE 03S(EC) 1)A IOa II.II p.35 EDGE OF CONCRETE BAND .A 9a9923 7.10('W) EDGE OF CONCRETE BAND IBA IOa 13.12 1055 E) BACK CENTER OF LIGHT POST SA 10.1.56 A.11('W) EDGE OF CONCRETE Bµ0 19A 10+16.83 IOBS(E) CENTER OF PAVER CIRCLE 6A 10a9A2 8.2E SAND OF CONCRETE S0 I(W) 20A 10+17.69 I I.BS E EDGE OF CONCRETE PUNTER USE )A 9a992) 10.E EDGE OF CONCRETE PUNTER BASE 21A 10+24.79 11.85(E) TNOLI LIGHT ATTACHMENT TO BUILDING BA 10.13,18 7.I1(A) BACX CENTER OF LIGHT POST 22A 10+22.97 924(W) TRASH RECEPTACLE U 10+20.12 e.l EDGE OF CONCRETE PUNTER BASE 23A 1014000 1081E EDGE OF CONCRETE BENCH l0A 9a99.66 1.17(W) CORNER OF INVERTED CROWN 24A 10113.58 11.83(E) ENE OF CONCRETE PUNTER BASE IIA 9+99.66 it) E CORNER OF INVENTED CROWN 25A 10+51.39 614(N) ENE OF CONCRETE PUNTER BASE 13A IOEM011 1285(E CENTER OF 26A 10.21.39 R17(W) EDGE OF CONCRETE CURB 1.3A 10M,3B 11.86(E) EWE OF CONCRETE BASE CONCRETE 22A 10.)8.99 EWE OFF BANG ENT TO 11A IOa00,]p I1.e5(E) 1N011 LICNi ATTACHMENT TO BUEOING BASIN) }pA 10a2619 8.16(W) FENCE CORNER OF FENCE LOWNN i,1 WEST LAUREL TO MYRTLE (SOUTH TO NORTH) SCALL I'>:Id - AT FULL SCALE (24iU61 '.. SEE SHEET1403A Eti r ,.1! 1' 3t. SEE SHEET'401B 0]IUBh 1 < ALL) pi �:. ;j1J , r] L nl T I `L LU •"--.-... ��yy ate T,� �t 6,� 4 1 i (J L'tT •I 1 d ( 1. �� =4ELT FL1AN N NNN�1 7 `>7$; ✓(Yl�` �� � C BUIpNC EOfk� fl a IO)t . i �1. i 29A 10a79.06 7.I6(w) BACK CENTER OF EIGHT POST ESA 11.11,38 10.79(E) EKE OF CONCRETE BAND 30A 10179 ]I 1.69(W) EDGE OF CONCRETE BAND 16.1 11,31.99 1031(E) BACK CENTER OF UCHT POST 31A IOlU.25 1.69(W) EDGE OF CONCRETE BOO I7A 11135,56 0.17(w) CORNER OF FENCE COLUMN 32A 10491.71 2.17(W) EDGE OF CONCRETE BAND ESA 11,42.97 8.170) EDGE OF CONCRETE 33A 11a29.99 11.29(E) CENTER OF BOLLARD 49A 11115,33 9.))(E) CENTER OF PAVER CIRCLE 34A 11.33,99 11.29(E) CENTER OF BOLURO SEA 11145.96 0.85(E) EDGE OF CONCRETE BENCH 35A 10+98,27 10.BOLE) EDGE Of CONCRETE BUD SU 11463.45 2.17(W) EDGE OF PAVER CIRCLE 36A 10469.75 1182(E) EDGE OF CONCRETE PUNTER BASE 52A 11,73.00 1.83(w) EDGE OF PAVER CIRCLE 37A 10473.25 10.29(E) EDGE OF CONCRETE BENCH 53A IIi6251 ).1)(W) EDGE OF PAVER CIRCLE 35A 10+81.76 10.61(E) EDGE OF CONCRETE BENCH 54A 11+65,04 8.85(E) EDGE OF CONCRETE BENCH 39A 10483.03 10.21(E) TRASH RECEPTACLE SEA 11+91.99 IO.N(E) BACK CENTER Of EIGHT POST AOA 10.58.34 II E0(E) EDGE OF CONCRETE BAND SEA 12a1 96 8.17(W) EDGE OF CONCRETE PUNTER BASE .IA 10459,31 5J0(E) EDGE OF CONCRETE BAND 57A 10.30.92 11.33(E) CENTER OF ASH URN BASE I2A 10493.86 930(C) EDGE OF CONCRETE BAND 58A 12+00.27 7.66(W) CENTER OF ASH URN BASE AM 10496,87 13.W(E) EDGE OF CONCRETE Bµ0 59A 11+89.99 I1.25((C)) CENTER OF SOLURD IIA 11412.51 11.29(E) EDGE OF CONCRETE PUNTER BASE BOA 11193A 11.29(C) CExMR Of BOUARD SEE SHEET 4038 - '�'' SEE SHEET 401B-' si 18 iT 0144 3. U E 1 2 P 1 , 'V�.� I05 _ 6�irf,lM� � � hin 2._6 IRS .., .... rn m m I mgA'BT STATION OFFSET DESCRIPTON 2• i Ja a. .1 N N 10 12.10.12 8.17(.w) CENTER OF PAVER CIRCLE 110 1216).)1 11.15(w) CENTER OF PUMPING BED CIRCLE 219 13135.56 11.16(W) CENTER OF PUNTING BED CIRCLE 31B 11+50,22 13.W(S) CONCRETE CURB TRANSITION m 2B 11.e..51 10.00(S) EWE OF CONCRETE PUNTER BASE 120 12122+80 10.83(E) BACK CENTER OF LIGHT POST 228 13+6209 8.12(W) CURB TRANSITION 32D 11 ESSE3 6.W(N) EDGE OF CONCRETE BAND 30 12a10.16 1,92 f CENTER OF DOLLAR 130 12172) .31 II 83 EDGE OF CONCRETE PUNTER BASE 238 13+85.79 11.81E EDGE OF CONCRETE PUNTER BASE 33B 11+59.10 BOO X BACK CENTER OF LIGHT O I AB 12.10.61 1083(E) EDGE OF CONCRETE BAND IIB 12+97,08 26)(WEWE OF CONCRETE CURB 248 1317587 1.6)('A)) BACK CENTER OF LIGHT POST 34B 11482.60 600(X) EWE OF CONCRETE BAND SB 11 ae1.38 7.00 N CONCRETE CURB TRANSKEI ISO 13.1.99 2.67EWE OF CONCRETE CURB 259 13.)998 8,1) FORT OF CONCRETE CURB 35B 1A13). A2 21 CENTER OF PAVER CIRCLE 60 11 a66.01 6.50(N) BALK CENTER OF LIGHT POST EBB 1315.93 2.66(W) EDGE OF CONCRETE CURB 268 13.56.29 10.83(E) EDGE OF CONCRETE BENCH 30 14149.15 10,03(E) EDGE OF CONCRETE BAND )B 12+30,15 8,17(W) CENTER OF PAVER CIRCLE I)B 1312.62 I87(W) EDGE OF CONCRETE CURB 278 I4+3.32 1083(E) EDGE OF CONCRETE BENCH 370 14.55.23 12.04(E) CENTER OF PAVER CIRCLE D I,iA BB 12a 10.28 8.1)(w) EDGE OF CONCRETE BENCH 188 13+11.76 1.67(W) ENE OF CONCRETE CURB 239 14.12.95 8.43(W) CENTER OF PAVER CIRCLE Y BB 12a52.)1 8.1) w) EDGE OF CONCRETE BENCH ISO RILL ).50 266(w) EN[ OF CONCRETE CURB 295 1411 ).65 5.1 )(w) BACK [ENTER OF LIGHT POST z`\ .') LOB 12.54.73 8, 12(W) EWE OF CONCRETE PUNTER BASE 200 1313L95 ).6)(W) BALK CENTER OF UGHT POST 308 1142.18 12.50(5) EDGE OF CONCRETE PUNTER BASE n1 WEST LAUREL TO MYRTLE (SOUTH TO NORTH) o •N,R9 �C e I INN 1 U R U ra I .. kR kl ;ice,;. . L SEA 40 m m HE09'W::• �777bD-pp u:� m m I �. p = jnL P Q{ V/ 4 0. a. Fro Collins n " /I / II dda nN � �I y.� �y �` �/ R.nta.n Oa. wmenl Authority IO 0 T Ib try u 19 Old To Square. Sidle 230 S4fE1.('1Vf)1'.. Fvt CaSae. GO ,..,. 6052.,...,,. J�� 2i5 i NSSQO.1111ll5 SWd105 �� 1.1 mRye re,wela I! 1 1 9' I blmBSAESS 1 '970Amu nm+nLe�a,..mn j(. J 1,rill a Il I NE Z LU e a o p F- z } 0 z 5 �AkJ p y 0 tR��1 o U 1�A U) Q J K tl -A(ET rum N (A u "'BUILDING EDGE m I m m m Q g U =I= LU m 0 3 A A L� Dnle: 2-I8-11 � N pe ID Drawn By A/35 CHec4ed By CR/PM Sheet '.� L� w m 5• IN 2b w .TIT LS401 B L UEEND ® IIG`11 M51/HINf.ME 915Y.E1 T nE ® vosT�uNCIxc eAwcr ® RENW�E 9abkA0 WE RACK ` O NAN N PV c RKES PAKll F• ASH URN uI SRRVN W115 ® IMSH RECEPIKLE W 'J ® JW, "W"E((R Pot - COLOR. LL D", PW,TEA Pot - COLOR. ACT MASHED (fRU1CH CiREY) � PA vuunxc AAU c� NUBS OF 'n9R1t H, RAISED CET U) W, CONCRETE DEMCKS S nf,191.. Gi®51%191"SENG MIT, vw rs PAVEMENT SCHEDULE NODHCD RIA M TOTT MAR INVERTED CRONN CONCRETE PAVEMENT PAVEMENT COLORS/SCHEDULE n WEST LAUREL TO MYRTLE (SOUTH TO NORTH) I-�___i�• L_J O> SCALE I 10 Ai NLL SGLC (Nl(d6 ) 2 MVESTOK - YAHTER ELExD' 3 PAt25WNE - 'THREE TONE RRa1N' vAb9STONE - 'CHARCD4' I. 4L PAWNS LL KWRE SELCCTM SAg S OUTING MT4 TIOV, 19 ad TO•P S, Suite 330 141s mld,., ud 10 WI .mmSH P:910.4mmS9 Sheet LS402A {I I leii In r� - l z L .I •' 1 •-"-" I '1. < 5 i�.� H wiOl IX6HNB WHR u riu,�L L hiLTB'''1j Y LATCH EXIONG CUM I �� 1 w b I i , ice. �..Y�i Ir•T J W 'J E 12850I I9 I 8i I. } �� _ ' RI' 6y RP 516 .i I' 4 f Y Y w.kY1.u}Huu111a+M .v FF �' iy..� 1 '� �1 r 'll.rt y CT11H'� 1 A 7,00 ' a (01 £0 hg�1 2 �'a EfETlISN N N } .�I'I Y-6'. .' IIA ILEA } f 1]1 IM IA ryN i aAluymlm .. . ; ! z-6• _ x e I_ O CSr. 77 W, £0 y( m l mm i MRPAt , TO MPSpED BY 4 yy� 1 zIN6)SCA4 MCNRCt rC_n yy p pI�' wttH E1<ISTNG CURB NFIIInS w dda wntovn Derolepment AaUerlly n WEST LAUREL TO MYRTLE (SOUTH TO NORTH) ��J �� Suite 0 e. SW1e wa. R a n Fe.1 cNn.e. co SCALE:I =10 - AT FULL SCALE (24 X36j oIn 805 4onon POLAR STATION OFFSET 06tl6mI0N u 14478.23 10.63(E) EDGE OF CONCRETE BAND L. I4.83.69 10.83(E) &CK CE OF LIGHT POST 3A 15.13.1a IGAXE) CODE OF CONCRETE BAND AA 15435.24 29.I3('W) EDGE OF TRASH ENCLOSURE COLUNN SA 15.5233 26.I6(W) EDGE OF TRASH ENCLOSURE COIUNx M 15.3505 9.23(W) EDGE OF TRASH ENCLOSURE COWNN IA 15. 4801 9.I3M EDGE OF TRASH ENCLOSURE COWNN 8A ,5.53.12 10.1I((W) EDGE OF CONCRETE CURB 9A 15+53.12 4.6I(W) EDGE OF CONCRETE CURB 11A 15.30.16 10.93(W) EDGE OF CONCRETE CURB 1L 15.38.08 10.84(E) BACK CENTER OF LIGHT PDST ISA 1N36.59 IOE3(E) EDGE OF CONCRETE B.D IAA 15.216A 10.33(E) EDGE W CONCRETE RAND 15A 15+80.75 10.83(E) RACK CENTER OF LENT MST I" 15996.64 10.83(E) EDGE OF CONCRETE WO IIA 15-2758 ID 93(E) EDGE OF CONCRETE BAND ISA 16+3003 4.16(W) CENTER OF PAVER CRCLE ISA 15+28.30 I083(E) RACK CENTER OF LIGHT POST x0A 18+3592 1033(E) TM1D11 UGNTS LOCATED ON SPAN NOTE 21A 16.43.30 1085(E) BACK CENTER OF LENT POST 22A 16.490o 10 6S(E) EDGE OF CONCRETE 6W0 23A 16.A298 10.66(W) PICK CENTER OF LENT POST 24A 16.A2.65 I.381K) EDGE OF CONCRETE 23A 1614I.86 162(E) CODE OF CONCRETE 2" 15+81.51 4.83(E) CENTER of PAVER CIRCLE JOuu russell.mils Studios 1AI amlge N.e�Nde IW bIm9N.m 805tA .: PmAa A651 r W y J W J J Q J W Z W O W O 5� a y 3 � O 03 0 En Q O Z J J CC JW O n O 3 � F- ♦- y N0 PN6.9f1 O L12 A LI Dale: 2-18-11 Drawn By 3B/35 yy+p ?LASER Checked By CR/PN G2N)SCANE SHeel LS402B Mf x [pxtPAN f.J rJq 1 moss PµIy1�SON ST PAYER Ul C _ - - vE.t510EWAIX _ WNbWr'BAti2r .-- ( z< � SFAIWALCaI�-hi11 IECBfAWE -�I1P SIRMO !• AKE CAB [ II PLANTER Poi -M II. it G u CONCRETE E-:n HEADER - M N4aaNc eAaa1%1 , PAYER IM4AIEO//Jv�� ��i� CRCAYN - M\ Lc�el I rT :A c au �M saml MASH ENCLOSURE R�T� / NINE RAC M SIDEWALK \yAFT N PLUM / PLACES PAWN - M D UCHIpIG - M I I r \ HANGING BASALT C, T CONCRELE SUTwALL - RI w coxc'IEIE CURB It SEE'SHEET'403A r :SEE SHEET 401E LEGEND p 'Ip 'FI W o ® IILM Po51/.VNG WKEi MASON4 ST' ART IN PUBUC ® I'llWKIET CRos viH ._ PACES PAwt - M ® REup.AW[ 110.1AR0 = `' r�•n — WE Pill s fA WE FAUX _ O AN, x P116LC suL[ PAKR V 3ER[E[ NU e M O' PAYER Ilplls •1 E%. Ell EX: SIDEWALK Is `� URx ____ Jn„•: .,I _.,, PAWL UGHT SRANO IKMs I .. TMSN PECElTAOE SUPMWLLe `AI A I ® 3' D& PLM'T[R MI - MDR, j i�' A' g r PUNTER FELL - M ® Am WASNEO CNi s DA. PLNTEA PET - COLOR. A: HANGING BASKET i' AOD WMWO (rRil GREY) {QQV _ J .I IIANGNG BASKET PA PLWIING AREA R C I2- CON[R[TE HGAUR ., • •F ='n6 -. _ L.'s of TREATMENT A RN5[D M9 �`PT RANGING BASNfI IAnr�i... III Y^^ ILWL/ ,r=��.// ME dim CCNCRCTE (ENOES 'I ^� IWtlst��ll'!1IJJ '1 rr O © U5PNG Y1un VAULTS CONCRETE [ HEADER M 111 ^y �' �.,. - II PAVEMENT SCHEDULE a Px4R INUEmm cPown M uonnm RUNNING Inxo '� II -1 Inv.R[R IwERTEo raD.m �OCollins I LIANIaHc BalaT � °) z �i - wNcnrt PAVEL[NI REM - _ O �,C :!;!I L PAVEMENT COLORS/SCHEDULE HANDING BASKET SEE SHEET 403E D - dda F •nm.,, De.aPPmRa AUOroNly 19 dd Town SRUR.e. sulle 2.N1 - - H 1. ALL PAVERS WLL REWPE SEL[C1NL sAxL1115 Enr( Collins, CO 80524 WRING INSiHU110N 970-484-2020 russellmills studios IT '�A: Mm..mm621 4LLJ r >> —1 W J J ` Q J Q _ _ Z W Z¢ K O f U Z J ti 0 03 z J 0 O n Q O W O J J 1 0 3 _ L,. E • SEE SHEET 401B HAM6NC 8A51(fi u6 J 2fI`! F W 6' Cp+CREIE IEADOi I r O 3 6' CONCRETE LEADER L- • Dole: 2-16-II I+.FyLGAPA I� 1�1 DrD•n By Al, Gec4ed iAl MASON STREET (SOUTH) m D n STREET (NORTH) =\ / By CR/PIA SGLE I =10 - Al FULL SCALE %SEA �pZMASON a D S. v Sheet (74 SCNL =ID - AT FULL SCALE (21 X36) , CN[-'aDiPMaLNp�ON[-MNICflR0.D'-'nm[[lox[GRu«NONE 31PA�TONC - 'CHARCDfL' 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: (SEAL) Rev10/20/07 Section 00410 Page 3 L 9a50 N 1}pi).9] POINT STATION OFFSET DESCRIPTION a _ ni f 194221.35 lii 0N) CND Or CURB N IIBi.B.00 POINT SEARCH, OFFSET DESCIMPTIION IA 914.16]3 ),OD as 41 ( E 194222.44 1 IT 11aJ3]) I300(S) CONCRETE CURB TRAMSTION - 2A 11a29,23 701 CND OF CURB lE, 20 1142587 1250(S) EDGE OF CONCRETE PUNTER BASE ]A Ila}).TI 7.09(X) EDGE OF CONCRETE BENCH JB 11IMM 1]OO(S) CONCRETE CURB TRAMSRYJx IH IT 4A 11+13.2I ).16(N) EDGE OE CONCRETE BENCH ": "• ; - "�"� - -_-__- �' AS 11+14.08 GOO(N) BACK CENTER OF LIGHT POST i 5A I al1,57 6"IN) BACK CENTER OF LIGHT - - 5B 1141I49 1039(N) CENTER OF PIAMME BED CIRCLE W I1a4.49 67I(M) [ME OF CONCRETE PUNTER BASE Hr }A ID490.4) 9ODIN) CENTER OF PUPFFINE BED CIRCLE 11 68 11455.19 IJ.00(5) CONCRETE CURB "BRAIN v'.. '�_'� - 7B 1046641 Is.08(5) EDGE OF CONCRETE BANS U SA 9U48]L9 12.0)(5) CODE OF CONCRETE BAND +�+..� - tASCit.11{ . y z 9A 10457.}0 694(N) BACK CENTER OF LIGHT POSE-80._10a56J6 6.00(N) EDGE OF CONCRETE BAND _ y, 98 IDa54.47 60D(N) BACK CENTER OF IGXT POST TI I S NCTCHNI I ,5. IOA IDa354] 9 W(x) CENTER OF PUNTING BED CIR[L[ 1 � Ie. r1 I` IOB 10+51.10 ].50(N) EDGE OF CDNCREEC BAND / IIA 10+30.50 ).OT(x) EDGE OF CONCRETE PUNTER BASE MASO ST.') + m , 1. STYE VW B lo. 163 6Do(N> EDGE 01 COHERE TC BND MATCHEXqnNGIBA 10427.05 1,08(N) BACK CENTER or ECK POST , I}B 10424,29 1200(5) BACK CENTER OF LIGHT POST y "'' -0 4 IJA 10.12.80 5TH N THOU LGHTS LOCATED ON SPAN wME MATCH EXISTING r.i,- - a CURB -I MATCH UISIMG CURB () +CURB', it] MATCH E%ISHNG LUND I]0 IOr6.13 600(N) BACK CENTER OF LIGHT POST 14A 10416,57 IJ.DO(S) CND OF CONCRETE CURB .t 148 IDa12.17 IE00(5) BACK CENTER OF LIGHT POST �_ ) AAP PAVER UTWT LO IU 10a14.)3 11.105% TRASH RECEPTACLE N IRE ? +± ? I50 10+1120 IJ005 EDGE OF CONCRETE BENCH MA1CH,f%ISpNGY� , �{ .•� ]� j BE ApPOolocl By 16A IOa l3.l9 I).00(S) EDGE Or CONCRETE BENCHMATCH f i AN PAVER LAYOUT i0 ( ) IX'151DEWN'K a ', » 17' .5 C (F).. EX SKEW 4) O 2�UNDSC T'IT A BY 170 90903.7E IJ.00(S) EDGE OF F PAVER BENCH Q Ao n1INYflFE IACNt[[T 17A 1047.11 11.29(5) [EN1ER Or PAVER CIRCLEPC y / lV _ 0 NE IE1.N. k A - VNOECNC ARCHITECT I)B 9996 J] 11.50(S) CENTER OF PAVU LIR[lE 4 11 � � $pEWALK IM IOa4.IN IJ.00(S) COCE Or LON[ftC1E BENCH 1 44 n 100 9456.01 6C0 3A " !I AU _T �' d �.r FJESIDEWALK 19B 10,06 1.1](S) EDGE Or CONCRETE 12 20A 104 3.81 12.52(5) BACK [EN}CR OF LGHE POST p 1 Asee. -MATCH EAEMC WALK (5) EDT( Or INVERTED CROwx _ 7 ,t•,- EOB 9,96.00 OOO EDGE OF CONCRETE ' N.I. {. "I 3 , - . _ -. .. " 213 10400 Ln(N) EOCE of INVERTED CROWN Eb d 22A 999500 6DEIS) CODE OF CONCRETE p Tm F �• - va ID,00ss 7.00(x) EDGE or coxcpn[ a,wrzR BASE Yoo p4 D }SA 9993.00 O.DD EDGE OF CONCRETE u )) ^ 230 9492,25 18.55(N) CENTER OF BETE RACK V. IA• Bi •� , 34A I0400 1.e7(i) EDGE Or INVERTED CROWN �'O L i, '14j � , l I � }4e 9,89.35 16.6](N) CENTER OF BIXC RACK 2V IIt' S pp'-0 C1 2SA 10900 1.97(N) LOGE OF RNFRTCD CPO. �:e M, 1 I 1 " JA-- }SB 9486.25 1994(N) CENTER IN BIKE RACK 26A 10+1.23 7.53(N) CENTER OF PAVER CIRCLE y 0 ; })A 1040J.81 ).20(M) BACK CENTER OF LGHi POST * u1•v 1 1 D 299 9481.41 5.44(N) CENTER Or PAVER CIRCLE 20A 9+92.16 24„14(N) CENTER Or BIKE RACK RUSH3. MIIX hj ' Yt f y Il I)B I0aI3S4 1250(5) [CN1CR OF MIT URN BASE •t+: 29A 9+99.16 22.47(M) CENTER OF BIKE HACK BUNME EDGE ,€.V IF 'S� •` 1' 9(,i } • ) ( / -] 30A 9+98.16 19.)0(N) CENTER OF BIKE RACK 31A 949B73 585(M) CENTER OF ASH URN BASE 0. i R� s' 32A 1910.90 16. NIS) CODE OF TRASH ENCLOSURE COLUMN PORCH I 2W41O 4 ( I tt 33A I S00.90 2586(S) [ME OF TRASH ENCLOSURE COLUMN - M1 1 (l 5 ItA 34A 19917GS 2592(S) EDGE OF TRASH ENCLOSURE COLUMN l{ { l C &ICO((1t15 I ? 35A 11+17.65 96,72(s) EDGE OF TRASH ENCLOSURE COLUMN j' II pp I. dda g z c^ y g} g ,' lip wnle.n Oewlopmenl 19 ae .- y were. 1 C01 ISO 'fell iii 1 ' Fal Celll23 CO 970i8442020 vrussellFmills studios I n I .: u9•mbge ne,neeta •l ,'r ,VSID ]. r9.E�4LM9..m„ MEET'S WEEK, SENT, by J r ; (' , } Y<,L 6p }`)Y r 5'n,Q �. T JL��J W 2 2 1U•=B• 547: :f L I� f;3.' Ir - Z W 'I tf 3 1- z 4 b. z> o No Of 22�� 11r JB rNil U) WE H OU To E J I I ill' Z xB�y.T,� 1I w o 2 f T� ; 23t�5 IIIN O w 3 241DSCAK i� SEE SHEETi403A SEE SHEET 403E . ' ( Dale 3-16-11 _ e h f 4 r 3 { { 'Y` SEE SHEET'401B SEE SHEET An h? w+ is•F Dro.e By JB/Js sa9.I ki 11_4 l �\ Checked By CR/PM A MASON STREET (SOUTH) LJ LJ„ „-TN B MASON STREET (NORTH) 1/F„ s «L 'I•=10• - Ai NLL SCALE (24•%J6') SCALE'1•=10' - AT FULL SCALE (24'X36j LS403B umEREEm 0 MEW= OFAMWAMAM 5mP5 MD MS Tarsnx0O K R�D WD K-Wktw m K-mmNL T 11, 'T �RG M� TO �. ", i Room BOHEMIAN RE —STRIPING PLAN ) A V SCkE:1"-10' - AT FULL SCkE (24'X36') Iry W NoxTm FOR W FAMPS 1n m TREE To I 0W-.AY �v mK -4aM ,�,m K* ,L\11 \0 \0 \0 \0 \0 \FD \0 \0 \0 \0 9RM Trks P� :91nma pmuNc - 25 F SED PMdK - 29 -KLOBEMW PRO'BW PAR4W - 3 SiCN10E - A -PROPOSED SgNME - 8 -MPK N YIOPS - 23 -pFQ95Ell "m mn - m (ClW TOR TO PI M 2 WED. 50M) I MT PAT� -A MLT PATCRK - M SF. TBF& 1�11 CoWns Rmdd a Do,Lo n D-,,amen( Authwity 19 ad Tov Squwe, Suite 230 1wt C111, CO 80524 970-404-202D r, a russelmilsstudbs U) Ld z c)v 0 0 ? 0 w z of 0 V) z u z Q Of 0 w 0 m 0 0� 0 D. By A/� �4,d 8, CR/W LS404 MIT PAVER J- FxPAA,xM .ow mv,TLRMI ASPINLT OA COI PATa - SEE P 14 R9 COW PR M 2, MIN. CIF CONC All NOT" C 12'HEAOU ADJACENT TOO �IITFXE SHALL BE CONCRETE HEADER AT Y SPACING CONCRETE HEADER TREATMENTS SEE BANS FOR AD.ACENT 601 STE CONDITION CONCRETE "MER. MEDIUM BROOM fl�, e A' FAMM AT BOOM UNIT PAM 14 ITS CONT PROADE 2, WIN. Cu CONK: All BIBB a- 1, SUMEN Dowtis AT 24* X BRFNI BOND ONE SIDE MI HEACEP MOM CONTROL JOtNM SHAM BE PwADED IN CONCRETE HEADER AT 3' SPACING CROWN tJWT PALER —BURDRIG FACE EXPANSION MAT MNTUIA. SEV. W/ mA m 5E4ANT NEXT' TO ALL BXDM —14 IRS MW PROVIDE 2' MIN. " Co4c AJ1 SIDES —0- 14 SMOOTH DOMEL AT 24' OF, BREAK WIND WE DDE 12' �R ADJACETIT TO M DIN UNIT PAVER 6, com "FACI caomm nNsH 1/4, PADus AT TOP EMU, PROVIDE TOOLED SCORE JOINT AT III II=i11. 4' VACTIC UBX PLANTING AREA II Igll_IIN-. #4 W DOW PROVIDE 2" MIN. aF COMIC All !;lDU; IIILO 8- f4.SM0(TH arms AT 24 M, BREAK BOND ONE SIDE NOTE: MIDI CPADE A CW TO CDICREFE HEADER S BE RUST AFTH !UWACE BE KNOUT 10 AlON DRAINAGE TO FIXMY ACROSS HEABUl r,--y-CONCRETE HEADER WIT PAVER r±) WRID) CRCNN I' PAC KEPHOtES 0 10' OC ALONG EXTENT OF FLONllNE (PFT PAYER UNIT PAVER EXPANSION JOINT MATUX 4* CONCREFE ANNL Al P�x 21 W. ACMACENT MRFACING coNc Al ioU #gy 1� CoMI NEAom W/ 6- 14 PIT COW PRONICE 2' WIN. m Con AJ1 s[DU 5- n I. "I I 1 1140 �M MIZE. MED BROOM, OCIACRUE HEADER / NO in FINISH ACRMS WADER I. -Am�tt,4 YlWi- BOOM FINISH ACROSS WACUI RI w-,j I I R' J4 SMOON MAEU i AT 24' M. BRIM BOND ND ONE SIX ONE DDE NOTE: BW NOTE: C0WFCL MATES �L BE PROVIDED IN 12* HEAQM W/ 6' CUR MOCATI A CONCRETE HEADER IB* C CONCRETE HEADER r 3, SPACING 3, SPACINGH CONC RETE HEADER W/ 6" CURB r,-y IS CONCRETE CURB MIT PAF&I CollfnPAVER VM"U SEE TRADING PUN CONCRETE PAKAS MOND BANDdda ACLACENT SURFACING WN-, 6' CONIC CURB -WED. APKY POLYMERIC SANG )I Dew,IaPrnert DI'III I I I= sPoom FI 1/4' RJ S PER MANUPCTMERS AT TOP EDGES. PWAADE a CIE T.- S,u, TMI SCORE JUNE AT 4' s Itp 230 coLlamE PRIVATE EXPAIGM Far, CM... CO JQWs 0 EVERY 1000 SWNVE 80524 RB COW PRONDEIII III III- III CONTROL "NU EVEPf 970-484-2020 2 WIN CIF CONC All S;Zi FEET — M-11 lll=M=f ROWNDITIONED a- 14 MoIN I IS u 08AM In mssel,miRs studiDs ONE NOTE: REFER TO CtATRENT GED-TEC14 ITEMOK 1970.184m FOR st'SCRADE 0L5GN wwwVmammm— CONCRETE CURB r,-"y UNIT PAVER U) r,--,,-CURB TRANSITION BT7AEER CONCEIVE 18- CURB 5, CONCRETE MITI qIT PAVER z 0 0 0 W O a z W 0 I= In0 0 C) Of 0 Dal.: By AI pDrawn CI By CR/Pm sha t ,LS501 AOUCENT PAYING ADJACENT PAYING Mill - Inc lea, a — I Of PIKLlIA :LLI PAVESTONE (PLA2A STONE — URGE RECTANGLE) PAVESTONE (CRY STOW I A I RECTANGLE) NOTE: MP PAVERS ARE SHOWN ON PUNS IN APPRO%IWATE LOCATION. 7 LANDSCAPE ITECT TO CROWN MOD FIED RUNNING BOND PAVER PATTERN it ARTHIN FEW PLACES PAVER n INVERTED � u.Li ■■■■■0■■■■ mill ■®��■®®■®■■■■■®�■®®■e® ®®■®■■■■■■■® 1111111®Illplpl/®®®Illlpiplp®p/plpI 'JIplpl ■■■■■■■■■■■®®®■®®■ lllllllllllp®,�p®1�11111®p®P®®1■1■�®1■�■1®®■/®1 ■■■■■■■®e��®■®■ ■■■ ■®■®moll ■■■■®■■■■®®®��®®■®■®■■®®®pP®®®®■■■■■■■�®®pe®®®� 111111®■I��g®®0®i�l�l®�®�dl®®pl�l®1® ME- �®MIN 12' GONCREIE HEADER 'ARCS ARE FOR UYOUT PURPOSES ONLY U R IE I]' CONCRETE HEADER NOTE: CONTRACTOR TO PROVIDE MOCK—UP ON SITE OF PAVER DESIGN USING MEAVENT DIMENSION OF DETAIL ABOVE MO PROPOSED RADII FROM PUNS. %1 RADIAL PAVER PATTERN LAYOUT sruC lh , p I:\GDII PAVER SAND a W dda 19 ad Tow, square Sidle 230 FM C01re. CO 80524 970-484-2020 Inmssell.mills studios m zmlt0[Ave. Aane loa 9R1161.ISMS nineNtl6MJXe.mm (n w J J Q Z Z O O J U Z Q � 0 ] W UI O O Z w O (n f U Z m w J o. O U C) 1. Drawn OVjB/ds LS502 T CDMPANY: WAUSAU MODEL: WS-50I STEEL SUIT WASTE CONTAINER COLOR: STEEL (BID GREY) CONCRETE (JC1) GREY) SEE MANUFACTURERS SPECIFICATIONS FOR INSTALLATION RECOMMENDATIONS 0 TRASH RECEPTACLE :FaT:M, y 1 ASH URN ATTACHMEN SEE MANUFACTURER'S SPECIFICATIONS FOR INSTALUTON RECOMMENDATONS SEE PEWS FOR PUNTER COLORS F C \ UNIT PRhR 4 CONCRETE NFpCfR �� iRFAREIYR F E l ASH URN CENTER ASH URN ON CONCRETE HEADER SURFACE MOUNT PIECE PRDNDED BY LANDSCAPE FORMS -INSTALL PER MANUFACTURER'S SPECIFICATIONS BOLTS NOT PROV10E0 BY LANDSCAPE FORMS -DRILL AND EPOW SET PER MANUFACTURER'S SPECIFICATIONS COMPANY: LANDSCAPE FORMS MODEL RIDE COMPANY: LANDSCAPE FORMS MOUNT: SURFACE MOUNT MODEL GRENADIER FINISH: SAMER COLOR: STORM CLOUD SEE MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION RECOMMENDATIONS SEE MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION RECOMMENDATIONS n BIKE RACK %1 ASH URN V AII['. N15 C N-IA(-M[� WLLMS MORTAR DOME UNi PAKR GRIND OF PIPE EDGE PANT TO MATCH RN_ COLOR 1005 N URN B' STEEL IF PIPE FILLED WIM O SURFACE MOUNT PIECE PRONADED W LANDSCAPE FORMS -INSTALL PER MANUFACTURER'S _ SPECIFICATIONS / BOLTS NOT PROVIDED BY LANDSCAPE FORMS -DRILL AND EPOW SET PER MANUFACTURER'S - - SPECIFlcAnCATONsNS 117 NOTE: MOUNTING PIECE TO BE CENTERED ON CONCRETE PAVER UNIT RAMER 1 � BIKE BACK BOLTS NOT PRCAADED BY Zzl // LANDSCAPE FORMS FOR L CJ,_._ _ J /1,{,.G - _ 1 : _.1 S`ZF-DLANDSCAPS FORAND E FOR SIZE -ORIEL AND EPO%Y .- --- SET PER MANUFACTURER'S V - SPECIFICATIONS (1 BIKE yRACK ATTACHMENT II y�xF OW dda 1—taWe Da-laPmeat aumo.My 19 q0 Told" Square, Sully 23 0 Fort C.111,e. CO Ill�llll 11 CMASEMExT III l �l T=ifl ILIL!IIl�t �ilMi +1lTiI SUBCRADE IIIII pU V -" NSSEIIdIVIIS s(Ud105 HismMSe ax eUM 104 bnuRFa mBOSN Rro1&sass I.vaemmaeta.mm Tn 11H l�fl r RI 71 Ilr I I III II�� III III III; IS Ill LJ ITT L J IPOST n GUARD Z U SViL I'-Y-V z � F Z OU 3 a K O w GO n -03 GN O 1- Z N O �mRAK eM" U H IY CNeCNed By CRI Sheet NG BRIDE w JOwr NO 1/1 WEEDED 1' NO E I. MN LING STRAND CLEARANCE OVER UL O 14'-0' 2. BURDMG ARI.GMEM NMDYARE SHMLL ONLY BE ARACHFD THROUGH MORTAR AND NOT BRCK. n BUILDING ATTACHMENT Dl R 304 SSr CABLE HOLOPILWE SOEUNK POLE Y. w GBIE coRmpoV. TP. SET 1/4" SST SOIr (' SS EYE BOLT ATTACHED LLA SIIEUNK SSTEM, M, TMOU LIGHT, M1P. ___ . SR RRG V SST EYE BOLT ATTACIiD YlA 5" UNK SYSTEM BRACKET I/A" W U BOLT DAUPS Y' SSE CABLE IS MORTAR JDM 1A011 ULM, ttP. IS BUILDING OM1CN ST U-BOLT S (2) - C•AE CONRECMN LIGHT - SECURE PER EMMENOARRHSTdS YRYIi BST NRNBUCKUL WRH LYE DOLT ON Tom SEES. TyP. --Ye' SST 0-RING WIm WW NOTEWNRUCTDR TO PROVIDE STRAIN REUM FOR All ELECTRICk CONDUCTORS. n STRAND LIGHT CABLE U SwciK.l'_o • B' HEIGHT TIMES NEW ROMAN NO STREET NAME TENT SANDBLAST 1/0- DEEP PNTO CONCRETE AND STAIN LIIHOGlROME GREY. STREET NAME VARIER BASED ON LOCATION. CONFIRM TEXT WITH OWNER PRIOR TD CONSTRUCTION. OP GONG - B' THX 1A Re(z) I VARIES - DUENSM BASED ON I PAt TONE (CITY STONE I A R RECTANGLE) NOTE: EIGHT PWERS ARE SHOWN ON RUNS N APPR011LUiE LOLUGN. LANDSCAPE ARCHITECT TO FIELD LOCATE BEFORE INSTALLATION. PANEL TO BE RUSH W/ SURROIRONG pA;T r,ZLIGHT PAVER SANDBLAST STREET NAME NiV SE WOOD wEDCE TO FORM (JEy/JJyTt� SNAlEB0AR0 DETERREM VARIES- 2` t-tr vnaEs A w Y...:....__...___... _ I'XI-X°5' CHAMFER TYP �° RB COW 2°' MAX yU 1, RB O 24' MAX °�•' .. SEE PLANS FOR SURFACE CONDITION. USE EXPANSION i •'e3- duRi JOINT WHERE _ SEATWALL ABUS CONCRETE UNIT DRYER �r �- m MIS CRUSHED -III) NU f t III 1--ff- GRAVEL 41 III lil' I� _ FILTER FADRIC SECTON ff �.-,- 'T--�COMPACIED SUBGRAOE NOTE: ALL FEW TO BE 3- CUP OF ALL SURFACES AND ADJUST TO EACH BLOCK OF BENCH WHILE ADHERING TO THE MAXIMUM SPACING TOLERANCES. `CL CONCRETE SEATWALL - A ....__.. _ IYI"X45- CHAMFER TVP /° RB COW 21" MAX 14 RR .0 2c..e MAX UNIT PAVER —�" MIT CRUSHED — 1111—II I— GRAVEL FILTER FABRIC 5EC110N COMPACTED SUBGRAOE NOTES: 1. ALL REBAR TO BE 3' CLR OF ALL SURFACES AND ADJUST TO CURVATURE OF BENCH WHILE ADHERING TO THE MAXIMUM SPACING TOLERANCES. 2. SKATE DETERRANT NOTCHES EQUALLY SPACED AT 36- MAX. �I CONCRETE SEATWALL - B `J RoF�lns r�� dda la,ntow D,OoPment eotHomy 19 Od 7— S, ,e. s QR 230 Fo,t CoRms. CD W52A russen.mils studios W Amk; ee,.IR 1w am. minue P:aznNw2nss SH«t LS504 uK ,I t' 0 i ------------------------ S1DE ELEVATION ELM A CONCRETE SEATWALL — A LJ.1 -,f SEATWALL — B CONCRETEQQNCRLTE BENCH 0 Oft CHART -CONCRETE BENCH 'K TD BE INTEGRAL DRAS COLOR - MESA WR' SAAJ -CONCRETE BENCH 'B' TO BE INTEGRAL DAMS COLOR - PEBBLE 641 -ALL AREAS TO BE CHEMSTAINEO SHALL HAVE A LIGHT SANDBLASTED CONCRETE FINISH TO BE SP-13 SPECIEICATON LITHOCHROME CHEMSTAIN DARK WALNUT CS-tA LITHOCHROME CHEMSTAIN WEATHEREO BRONZE CS-12 LIMOCHROME CHEMSTAIN FADED TERRACOTTA CS-16 UTHOCHROME CHEMSTAIN COPPER PATINA CS-13 SEATWALL - 82 SEATVALL - 13 SEATWALL - 01 �Ju .� .y RDS,afl ON p j <S 212 f 1. ' r THIS DESIGN TO BE ON SEATWALL B3ONLY 1AN F"oF1,Colllns Aq dd.a P.M.— D... lwment Au,h ty IB Oe Toe S,u , Butte 230 Fwt Cdllna, CO J J Q Z 3 0 O I= z J � 3 a O W U1 p O z Z �� Z y 0 J o O U H 0= L, Dale: 2—IB-1t Dra.n By AIS CHe6eH By CR/PM sheet LS505 TUBULAR SR SIIELNK ROLE BY IABLWHAE AITACHAIFNT DETAIL MANE PUN WIN SOLUNK ROLE BY FMNE BRA& I- TABULAR $TER I' 1BUAR SIER A, N KI STUNK POLE BY NOLOPHANE 1 µu �AITACHNENT MAIL 'B D TUBULAR STEEL001 3 { TUBULAR STEEL INa�I- ERANE SIDE EI£'ATDNN-iii333N.T.5 ATTKHKEM DRNL SR N,H-Rm10N 'Ru TA0 BASKETS ONLY 13( (POWDER COAT RAL MOR 2005) TAL FRONT RLVATKKFNT.S NOTES: 1, HLo AND GRIND SMOOTH ALL sTRL A'ANrs 2. CONTRACTOR TO PROVIDE MOP DRAMNGS TO GE RENEWED OrUNDSCA^ AROHBECT, 3 ALL STEEL TO BE VADER COATED RAL COLOR 3D04. All sTEEL NEON OT BE POAT R BOATER W 2005 �1 HANGING BASKET ENEARGEMENT IETAL MUCK SITEIINK ATTACHMENT LANDED BY HOLOPHW£-12 TOTAL AT EACH HANGING :NET) i' SR BOLr MU AT EACH RATE ATTAC VENT-12 Al Ai EACH HANGING BASKET STL TIABE, WRO 10 sR PLATE I" SR PLATE BE L)% E a WE METAL METAL 250s MR T K5 BER DUAL Np�N�FtP�'( G M' NOTE: CONSTRUCT IN TWO HALVES FOR EASE OF INSTALIATNON VU SITE -LINK SYSTEM Fdr,�flns dda Au,horTwnto.n o�.WaPmenL T.— S 19 qtl Town Square, WTe 230 Far( Collin, co B053e russep.mi0s studios la1 va�e9eart,.uRe 1a ,9MAN0:9NdsN , S805Id �iS LS506 Ebf UNIT PAVER ADBAGENT BUILDING SMA X SE11M'T (COLORED TO MATCH CONE) SLOPE VARIER, SEE GRADING PUN j' nPANSION MIN MATERIAL, SEX_ W/ SIM 2NS SECNIII MW TO ALL WWKS `N RD CONT PROVIDE 2' MIN UR GONG ALL SIDES CONCRETE RASE IRRUPON LATERAL PAVER AM (COLORED 1L) SEE NG/BNIDMG i HEMXR 'ROADS 2' ALL SEES E ERAL 3 (COLORED NPUDING OF 2' SIDES .TREAER CONCRETE �SW9Clln5 3. NRB 3'-I' _ CONCRETE HEARER 2 _5' CURB %- ---- PUNER PDT ABODE / --- - I PLVLIER PDT ABONE �_ ___ . PLxMP PDT Mow A I i/ lI BASE DMBMEIER OF PUNIER I / P �V BASE DAUAETpi OF PLAMFR % .,� \ '� ' dda BASE DUMETCR CF PUNT[R A A POT - Is'r 1 +nLRWn Denlwme�L �� I I A A \i I PDT - Ia-r A AuthWy Is ad Tte, s O \ EDGE OF CONCRETE e \ / EDGE OF CONCRETE Fort Cdilna. CO / I {f e E l"C'. ". mare, 2243 ry \ � •r �.. � r 'T '`1 EDDE OF CONCRETE CONCRETE BASE - B0.5E TO �__�__________� CMICSI f ME - WE TO �_____ _______ _R _CONCRETE RAff - BA9E N 9A0-R8A-2020 BE FLUSH WITH ADAACENT BE FLUSH WITH wcm �- PAVEMEM PAVE ENT BE RUSH W11H AANCEM M PAYEAICM 3 P rN - 36' DIAMETER SMF PoL-A PIA4 _ 35' BdMEIFA SMGLF PDT- russehNmills Studios iIAN - 36' DUMETFR sNCLE_ppL-.4 W emkRmw,PUAe1w We,MN RESN ,970.1 P: DiD.a9asa5S 3_I' xw.rmceN,rNnud'm.mm fi CONCH HEADER }N \ J ( I! I O z i, Iv I� rR'm2tj@4 p O e _ CONCRETE HEADER CONCRETE HEADER nAyl a, B, ZO e HB r U o ..° \ /( W PUNTER POT A80VE ?Of PVMER Poi ABOVE \ PIANIER PDT ABOVE J O { '\ EDGE OF CONCRETE '\ EVGE OF CONCRETE / \ EDGE OF CONCRETE 0 ..,I BASE DNMETER OF PVMER NOTES: I i ME DIAMETER OF PUNTER POT - 1k'r 1. CONCRETE TO BE OAV5 COLDR: �- Ii BASE DIAMETER Of PUNTER U \ ' MESOUDE „ Pot - 1B'r 1 I vOr - 19'r i,. PoNCHEfE BASE - ME TO 2. POT TO BE CENTERED EVER OPENING. 1 % CONCRETE BASE - WE TO 1, ,\ ' � CONCRETE WE - WE N ~ f BE FLUSH AD.MCEM 3. COORDINATE BPN]NG k SET BACK 1 / BE RUSH WITH AIwACPR 1 .- . I, BE RIISH MIN AONCENT PAVEMENT ` ____________ �/ 4 LOCAES N/ ACNAE SERIES DIMENSIgIS `-__________�_ PAKMEM PANMEM 0 PIMA[EM BUILDING A. CONCRETE PER LS 6ERIE5 OMWINGS. R. CONCRETE &SE N BE fLI15N NRBN "--- PLAN - 36' CMETER COIRE Poi -A AAIAEEM I'MMENT PUN - 36' p ETER DOABLE POT-8 PUN - 36' DMMFfFH lIM BLE PAL-S PLANTER POT BASE vW ,.,_a CMec4ed By. CR/PM sheet LS507 I —CONC RIDGING - XRN LJ(s,U—I—BXB' GR W OILED NU IILAI�I—�_YIL�JI{ (:) (s RCBIn am )EVAnaM NOTES: I. RULING M4NFADiURFR TO FIELD VER ,POST LOCATIONS 1. MELD 4 GRIND SMOOTH ALL CONNECTIONS. /A BRICK COLUMNS/FENCING — 3/4'. 1 1/2' FEEL PER DEfA BAR SOLtD M PLATE 3/4' SO STEEL EARS HEAVY DUTY HINGES PUSMA/WATER CUT 1 STEMECORATNE STEEL OESKIN ) MELDED ONTO FRONT OF FENCE I 3/A'X 1 1/2' STEEL BAR +' THICK STEEL PLATE — Nrl 1/2' I1GA TUBE CANE BOLT ON NO E INSIDE OF GATE All i0 BE L (RLL ]O05) EXCEPT CIRCLE THE CIRCLE MLL BE GRAY (FAL ]001) E GUY (M 4) 1 TRASH ENCLOSURE GATES LSH ENCLOSURE MPBTER STOP ATS - TYP TE SIAS IT ENCLOSURE LAY I TRASH (BY OTHERS) CK COLUMNS e SH ENCLOSURES 1- RUSH AOSURE GATES 11DOfm 11UNANG BINW PALM PAmTa+ B NORTH TRASH ENCLOSURE rcw.Ir ii BRICK VENEER 2' SO m POSTMM CM T' _ gAER )ixlh* STL RATE 1 XND' S FREI y IN LACE P1GE I EL62 I REFER TO DETAIL - 8'-0 W EEA ATTACHUF IU M PUMERCWT GREY (RAL ]005) 3. CONTRACTOR TO PRONDE SHOP DRAMNCS FOR MPROVAI_ A. SEE BRICK COLUMNS/FENCING DETAIL FOR COLUMN AND FENCE POST FOOTING DETAILS. 11RifelFrim �DUTSDE OF ENCLOSURE / _ f 3S: THICK m I mINFT6 �• T xxlr' m TI RATE INSIDE OR —_ ENCLOSURE --^^ _T TI ya i _ eyq" arviRs SO _L I VT BUILDING E TRASH ENCLOSUAE DIMPSTER STOP TYP JOINTS - TYR (3) 3 YARD TRASH DUMPSTERS (BY OTHERS) �+r.4 COliIns F&I ®RA HH EM OSSUUAES TYPor RON dda ® 3'-1' TRASH ENCI.DSURE QUES Dc,ntov D—I ent AUlhmIty 19 pd Lem SRUorq ORUNNING 230 Fwt COIFf, CO � BOND PAEPAiRN e� BD531 mn x 3 msel.mins studins 111 •mk9Ane.vlR IRA bNwGs,m ADSiA P�gm.Numu >vaeMHhnidue.mn Ld W J J Q Z 3 0 -- F J z U 3 0 W U p O z O Tn ~ z N O J U LL J 0 U H K �ry XU9YpT xl2 Y Date: 2-18-11 ^ Dra.n By. JB/JS ,$� b ,ki,d By Gq/p1I Sheet <•4pTyA�. LS508 SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS Please refer to Section 01010, Summary of Work, Part 1 - General, 1.3 Contractor Qualifications in the Project Manual/Specifications. 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? 9. 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. 0 Rev10/20/07 Section 00420 Page 1 A CANE IN THE ipN, FROM BW RUH NOTCN %* I.D. STEEL PIPE K ]' WELD TO GTE FRAME Y.' 0 D. STER LAVE BOLT STOP TO PREVENT RID^RL OF CAW BOLT W' S1PIPE K ]' WELD TO io GTE FRAME CONCRETE PANEWNT SEE CIVILOWG'S I- DR SR GLVANIzm TUBE -EPDXY SET w cow ALE BOLT mart-w-ra1 V BECK OOLWNS/FENSJHG NEW 10-d%-. HEIGHT OF GTE RATE BOLT TO STONE CD1WN B'd(' W. ANCHOR BOLTS AT 12' O.C. (EPDXY SET) OUT DOLTS RUSH WOH HIT 2' BLOCK HINGE (KING IMIIBECM& METALS /44-2002) W SfNMESt RN AND MJ. B ARNO WELD TO RATE AND GTE FLAME Di". tlj" MEL BW iR uE JAMB HUGE -STONE COLUMN n JAMB HINGE SIDE � ZNGI•.Y.V o.urt.wn.ra-m H— T'�' STEEL WRTXA BAR wy MOUNTED TO BACK OF GTE R FRAME M— i:'.In' STEEL TOP BAR Y.NVY STER MR MOUNTED TO BACK OF GTE FRAME T111;' STEEL WD aW )',V}' STEEL RW MOUNTED 10 BACK OF GTE FRAME STEEL WD MR );.1V STEEL BAR MOURARD TO Mo( OF Grz HONE SPOT W MCBCHOS PERFORATED HESH 2- oC ALONG PKM7' MRS AND 2' OC ALTERNATING EVERF OTHER muTnML. PK:KEF i1'.1J5' SHEL BOTTOM MR R' THUM sum DAMOND RATE INF11E HELD TO PERMETER FMK 4'flh'.I I GUGE STER TUBE BMW R)A —FRONT - BACK n GATE SECTION � wsr.r-o' o1-Mrt-Hrm.rs BRICK COLUv6/ uUm)m 1/2- N 1 1/2- 1/4' THICK ANGLE IN - ATTACH W/ S' K 2' LONG MASONRY CHOR EPDXY SET 2' OC n TRASH ENCLOSURE DUMPSTER STOP u wMs my 4' ).•.2)I' STER BM HµDLE ON 1 EACH SIDE OF GTE B(e MEL V S14PC RRGSE US'r7i' STEEL SIDE BAR OF MR 2lAD ELEVATION SPRING LATCH L NNG]'.1'-0' pl-art-Nw[M�M r t� ZONE dda 1o.nm a DereloP^leot ty 19 qE it w -2 Squ are. S C]0 Eon Coll", olco solo524 szo-.eA-zozo mssen.mils studios Hls¢Igeee.M[eIw btailu.mlWA o�Tarermss n®onm+Mux.mn �MO PUl,9AYY O 212 LI_ Date: 2-18-11 OrOwn By JB/JS Checked By CR/PM wM SPM1� ShGEt LS509 tILM PC1E BASE DEANLY GROUP WP BETWEEN WE AND PAVFAS. CRM IIuM P %E BASE a%fIR TO MATCH PAVERS 11EANLY GROI GAP BEMEN TOP OF CONFAETE BASE SHA L BE BASE MD PAVERS. GROUT FWSH MTIH LOP OF COMPACTED WRA[L ODOR TO MATCH PAVERS UNIT PAvpS FGI� 3• AEcvF FINISHED_ ._. FIMSHED GRADE }• T tl 6 _1 (3) 13 TIES AT TOP. J 2" OC 't,i G a. _ R N (J) l3 lIFS AT TOP. " Y 1• sa 40 Pw ARICATMN $ ;U, I I A �i I oc S T 1sa 40 PeD AR1GAllDM1 A )))TO 3/4t UOMERMWLx2'-0" 0.4 �nIy pp+�IE (I)/10 3/4"C E ERMIWLT MIIDEO TO POLE AND fJMLTq ROD 1 III f YI�' I II x f'AC MELDED TO POE AND GROUND ROD `t IP U!SnK 1-IH' C. I mom' ni' •-.� cOxxECT TO NEw NA pSRNG I-I/a• c. fANNEti i0 NEw Vl1 .WHERE CW%1NG, NMERE ,+' --- �,ii ---lH--, $ ;_iF_____J�_J- NECESSAM ; �- 1J L' I.Fw I-1/l' C N/Alf 3" CIA n OF ME ' �J - OF &SENEY I/4" C N/CUP � I r1 t' BOLT CBCEE ANCHOR BOLT UYOUf 3- OUR ANCHOR BOLT MAYOR ) )a M /3 TES 0 12" OC MAX " ' PFA MANUFM1UtER SPECS �• •iW1 TOP PFA 4Ml1EAC1URER SPECS HIYAIZOMAL WRH (3)-I3 8. OR MORE GALVAmzm a MIM A JOT, I" W/ TOP -- TES AT TOP, 2" CO 8. OR MORE f VAIUM REINFORDNG BAR: 5/8" DM X S'-0" EOFPER CUD , 5/B• ON X B'-0" WPPEM CVD X_ ___. • �•J VEFFTEX OFNFN CROUNO ROD 4' MIN BELOW .� ORM1TIA GROUND ROD a• MM BELONITI ME �9) I5 SURFACE MV G- MN AWAY FROM •`---- - --J SURFKE ANDROU fi" WINOD C WI TIM ,L ROM 2� DU TO GROUND ROD WRHEAPPIAKDULfOR 2a' OU CONCRETE WE CONNECT DINDUCTaR GROUND ROD LUMP. TO GROUND ROD M11N APPR D GROUND ROD "P. REINFO VERT & (8) /s VERIMCAL (a) is BAR: (B> As va 12- (ROTATE SPLICES 34656 �: 13 DES 0 12" OL MAX ) IJCM STANDARD N PAVER FEID HORIZONTAL MRIH (3)-13 m 11E5 0 12" CO MAX TIES AT TOP, 2" OC LIGM siaNIMRD IN pNG MF. HORIZONTO. w2H W)-�s TES AT TOP, 2. OC EQUNWTIOJ SEL1bN �SJONAI� iA1 LIGHT STANDARD AND TIVOLI SUPPORT POST FOOTING XLL[I-i-p MICR COLUMN AT COTE TO BE WE MAT MIMI EM=XJRES 8'-10• - TyP 6'_I0• _ TP aQm RWD.-A PMIL-B NIPPON=■ ��li p NIP, _- own II�� !�1��►1i i_ii�Il���II; ,.l1111► PENCE ALONG ROw (MORN/SdR1) �1 FENCE ,X.ix ROTE: ALL STEEL To K POIDBICOATED My (RM. 7005), CADET TO RE POLDER COATED My (RAL " ) 3/4•. 1 1/2' so MR [ 3/4• SO RIBS PLASMA/WAIFA CUT SM01 4W So. sTI mt 3/a i 1 1/2' s0 FueE FoF ltins H dda l0.ntomn AulDacha pmenl IB ad rem- sq...w s Be230 Fat Coll[,, CO 80524524 970-4e4-2020 russe0.mins studios 1116¢d[ge M., AJle1b E}n W J J Q Z 3 z O c 3 F ¢ 0 o z' U) F U ZN o J 4 J O U H K wF, RM[ Ga O 'P 212 Li. Date: 2-10-11 Dram By M/S CJ.ecNed By. CR/PMM LS510 ELL: W,AKENCD SIDEWALK MAIL Ulk� � m .."!= - - MUMEO -m NZ7L vRArwc 1602 STANDARD SMETALK CA a` I ca�tm I �.N NO: I I Dnmc VRnInaTRm W�� D— 1601 ) VRiTI L CURB AND GUTTER "MAIDS CONCRETE CROSS PAN ADNCEW FAMNG S-0' uW ASFIYLT PANNG PATO S.ca aWK .ISDHLLT �E =�X 1 vAp w-j jw co-Gp�o %G� @_L2�tTl ASPHALT PAVING PATCH -_Q1 Colllns MY dda )ornteAl Derelopmenl thortty 'D . d torn.— .— S ...... S.R. 230 Fcat CNII, CO 80524 970-a84-2020 14, , al" .., vo1 H LU LU 3: z O 0 0 w z 0 U) r 0 0 Of C) Date: 2-18-11 D,..a BY J /A Checked B, CR/N Sheat LS511 LEGEND. OR✓,YC MACH \, \ cwm MASH O4Cdg1R GKR' M1R O' gOMuyul FREE ^ S. b 51xUB/CdWEm4 CRA4 PUxIING O RE EHMs O W ECAUEIER POEIED MHIEp - uETAL HOUR LANDSCAPE NOTES I. "t pTAVATI1[5 sm" IN WOdVmN OM.r, COMIUC}GP RURNMORE IN YEfiEnW OUNnIES. }. ul uWErAWK AM N/MS 10 BE LOGIED WE r0 INRRITEL Mm TO OR PWPam YIUIIGD FE . MORE, Tau, MMncD MR l0 ANY nAMIHL. 5. Au PIWr YAIERUL TO BE WERIGH A5s.1. a MIRSEmMx (INN) MNBER OM TRADE. 1, PRIME A WARAPWER U.ER ILLNC1N110 µL 8UM1pW ECGE/ ro9Han9N IWT WL M PLATTED, 5, P,,,S ARE FAILED EAU ON ATARI L6i UMES5 omERMSE RDrtD DN MI6, 6, RRIHIN THE Wp UK Or AM %p1[CIEO EM51MG EVE. "BE SOLI BE W CM CN RL MR A W-NM OUM UM S A QUALIFIED A90JR51 M FORESTER HAS NAIDUED Am APRMMD ME DrsmreWcE I. AL PROT¢iU DTMG TIRES AWL BE MHEO 10 ME M a EOM CWMS FMETRr STAW W Vi B, MR M W "RE CORETRUCTOR, BARTER, 5H,, BE ERECT, A90JW Nl PRDIEMED DSTMG TOES ARM YA1 BAARERS 10 M a O9W6E RWNG A YMYUY cr rqq (A) FEET IR worr. YOFEO ABU IAEIAL T-POSTS W (MISER MAN Av (A) RE1 (WY M DMM a GE-RAU, (X) a M RARE, IRE MR]IDSR 6 GIS m n,,, SW L BE HO SH%UADE OR HAMI EM a cOMVEUT, wEARK DE095 OR u MMN M TORSO FEE PWrtCTO1 To, 9. ORW mE 4MGTRIKWx STYE a DEmlO EM. ME A^M1GM WHL PARKA, ME RENCf OF E UE"VEN1 W wrtbK I BC MRAE AK BSPL6AL a RASTE o"THARL 511CII 4 PARRS, M. S W,U& A HMT. CORRETE ARTM M CR AM' OMR WTERJL H1WIA I. THE aE OF A ME IMEN BE Dim IRE a AW MgRCTm ME OI GROW Or ME5, 16 W WYA RG ARAgWl1, M . 9CM OR fgYS YAr BE WEEJAO N AN mmcu TURF. 11. URGE MbPDIR A6lS CMARRW MgUU ME, AW SUMTER FROV OC TRLCIW OR UK CIENdG AH,AS, RYD 1JCMs-a-x.Ar NO UM1M EASEUMS wr BE •R48OMO W. MBE@ MAM MECMC mulcm IUYdt ATapq UCH IRE At MRlAU R y$Ec"B" MIT ARM, U4 . HE A(CDYRyEO OF Ma,O; YDH i-Fos, STARES A YAIM. R DM )50) FEET MART Ab TRIG AWR OR HIM Flat STARE-TD-SIAYE Ha14 11E MID[ PEMMN6 Of SLOE A4/5 BOM THEM,. Ix ME MrNU1KH a UME$ 1BEG"OX IRES 01 ANr VVOEM IW MATAE REbAMG E%GWWR affER MW AX (6) RAMS SIWL BE ACOMMID(O R ftWY URETER IM RD]t MTV a FPoRCIED METRIC M. AT A uMWY aPn1 OF ASMY-HUR (}A) RATES IK NSfR WAKE 6 ESTAIUE ED Mal BE FACE OF M IME (OUTER BAM) AW 6 Va W. ME WRITER AT OR,ISI MOB u a,CRMD x THE CHYR AR,,A,, IME W AT BRUIT KfN1 (x) AMAR WAKE FMM rXE Or ME (To I 9 S ID -II ID IS-t9 19 I} 1 PLANTING SCHEDULE ON. m BJIAMC HAVE CA YCN 14w SUITE NI. SWUO I OIO OUDAM RLUM'TWLICH OR"'G ER EHOU U W 215. VL IO-b' T-2O 1D mOMRms RrANA Rx4 Rm oR 2.5' al- As IA 1 RNA1514VOR 'LSEGA SwTP91 A6PEN E UL b-IO' 6-IC UOUS OEOV m 0 CSE CORMS Sp6[G'RFL4H aAM OID11YC OOCA000 , LAL } }' N'uup446 50 H OF 5E NLCIOIIECWH ffuP[R.1.EIO BLUEamss CAL } } ' 19 uA (Ad MyWIIRS CALL J J 66 owO`l,51MRMCCS FACVV MR } j AB . fREMfi(Nu OROIi4E ORECRIIL {pIMAx aYSS I aL }-5' }-)' CAM, 67 ALA) KH VARTHEAM VNWRRM YARRMII GI- }A-,p' SA' IS ARO AUEA"EA I'Al"UmS GY, s-6' I}-}1- 6} 9. AT.. gSmG SEgRW YAgpY WL J4, I2- 19 aV dWINR RFARU COVXm CAL 2-5, }9 m LCIMICU HpTIYA'WLMS' RRµ[COMRMG CAL ]fi S� 5A OJ CIVROL'S SW}iO WE5 CAL }A-AE' }C' 59 cm 'ERA.. OAH.KUY BEDDDr w.HERELL I OAT, le' IE Mn MYFRUCYIIS T,M w (mUY I GAL 36-46' }A_M• b ISR LNMS SPUM 9JSING SIW BY, .-M. I}-- IB 21 HSN MRM 'w HET$ OHM C., GWMT 16N. 31 W WE I) o 0 CO FIREARM All RAHnHG FOR PIA4rtR rors W IWICMC EAR,,, }) 25' MYIIAIR HECIn FOR SHRIO/PERCHAik YAsvws 114A llns m dda o—to— Dcwlevment Authority 19 ad Tor- SRYY,R. Skit. 230 Fort CPHm.. Co 00524 9)0-IB6-2020 NSSBnAEIIInS studio, 1116vJ.yem-Ally 1M W aBs,m Kd$A P:9m9NlmS5 Mv,nm.Yll�+6ARa.mn U) W J J Q w W z Q Z Z O e O H Z 7 Q oc 3 0 oc O = � rn O V z W (n J U Z z K J Z U J Z Z3 0 a H 0 Piiz'EeA LO Date: 2-18-1I OFd.n By JB/JS Gelled By CR/N Sheet �AggMm LP100 -i r 11 Fill'tr4 1 s i. iti yi [ �[ �5Y[ 1 ,�'Yliti ti d f�'�, , i r7E�+`�x #iR+,3,r2 e i�'i t(11^lt� l �1 �(�� iYg°k �Yt1iiA t l�gr{i t .•a�fF7fi(r+14 �,!"�1. ,1�tT j/ly rftl1 t. N _ - o I r - . d 1 T _ -r .f' i t �I f k' `o _ K xd'WY'?,?' �.�'idy WtS'H'I I4'2 ' L5 x1( �Y 3af .'. Y�.i7 [ .Cr [t .p F p' Imom I.I []IF, r. _ _ rny,'�S;fj'•': [',�5;1�.7f�ti „ r 5 , 4 — I ' n inr 1 W 1 AHNWyS gt Lp[G; PeRi15 � (]a 3 J \v\ �� I YIMICNANC[t119). U m y r 5on e�J�YY` 'Nr •' IF— �$ dda WEST LAUREL TO MYRTLE (SOUTH TO NORTH) =-ela,e mollyy o.ke „�---L-�--�—J„ Nam) iAl 19 OF, t.— S...... SCALEI =10 - AT FULL SCALE (203E1 FFl 1230co J i s j'r :�i: it _ Zli�c ` Jl ( i 1 Y 9osxe 970-484-2020 [usse0.mi0s studios Z )I> i` I', , - ',,r 'J btui1([Iw 0:9I61"m mem�NRuf.t�.am yS, (^ 1 C xl N �I Cl IF tYF11 s FIR i\ \`\ ,11 I, (y .. r rf<i Kd -`yw , FIR \REM x,\\ -[, �.__ 4`.'. '.. ib... >, s'.�-v S+ V''x �_ ':-1 ull. uce a, w ._. ..ry Yyx a\..ZJi ri�.ti..j :r LAll, __ , t . 1N5 N to n- 1'1R �x.P S,x, t - •" ! l 1 �ILx - m i'w '3' m T . 3 K O a z m e� .'��.: ::L n 0- COT PNMs`' _ YYxxcrtwcc llw) ! mlm p 00 y y Z w J d' UJI O / E11 .. x.'� _ ili a FIT m �'1' �.. J rl f.NUdeF J Q 0 o zg ..vl.,. W e D W 00 LU O 3 J O/ / . O O D0e1e: 2-18-u re.e 8y.J9/J9 �1 WEST LAUREL TO MYRTLE (SOUTH TO NORTH) CF<c4ed By LP/PN �SfALE:1 i - AT NLL SCALE (24'R35') __ LP401 GIP z / a� • U _. - - ®� '•�I 9, 1i I'a5 �haiA s �'4lataid�l'.1 �n�vl �t} G' I J i r { f- _ r I tnS r a ^2 L > l.: Y�, w I o c rnlm n o A -Alm " , 3 N c; AIDq�`Ins dda to I„ arnloAuhelty men! ST IB as sgoa.e. v LAUREL TO MYRTLE (SOUTH TO NORTH) ICI I� sin,tt. :aD A 80524, co SfAEE I ID Ai NLL SUIC (N A36) iorl 0s2e 970—I84-2020 NsseHrtNNs SiDLIDs ILI>mlege se, e,R Ia nnaae.merbze asmlelass !n W J W J J Q J Z Q Z W J 3 a z O 0 ~ Z E U Z Z F � G w o a 3 z 0 � W 0 U Z CC O J 5� O z gU W f— y a. W 112 Dale: 2-18-11 P ��b Me.a By. CP/W 4q D �3 Sheet LP402 a coil -I .) x ✓�.. .2 _ s MASON ST aoww -- MASON ST `: •0 kl��.l Il L. �� I —) h ._.. 510EWALK / t ❑ 1�Ir e— EX. 610EWAL1( 1 E),sNFNAIK I 13 �IXSIpEVJALN 1` I r 1 I .W&S BY cat PARKS L 3 I i ! 11 '^ II _. o FoFiColllns M T J 1 1 t J. s � �•--.. - <� 09 a dda �. A hell, v a I ls ,,,— e..,, S ee.° I1� sun° zap r°n cenme, CO I 970-I84-2020 . _ I russebmils studios i TT an e...v ema i r Ilk;,';;T o J Ye Z 1- 5 z I= o �� o r' n r z f o taut MIS r 3 Z Z w w r � t R it - n unwrtxwcE (Rro) I l Q 'pp O J N U) w ° o it _ SEE SHEET 403A _ SEE SHEET 403E —1 a o J5 �' # SEE SHEET"401B w SEE SHEET4018 'i, �' zii'``r• t- w i IT 7 r l .. -es. O.e.n By A/A �1 MASON STREET (SOUTH) S O S' 1> V „�� �, MASON STREET (NORTH) �LJ Q) cn°°A°e By A p m v s• la tv xvAnl Street SCALE. I'=10' - Al NLL SME (1/•%J6� U SGLB I•=IO' - AT NLL SLALE (21 Y36) 1 nA /19 2 O.C. SPACING. MN. wA . CONG HEADER, OR THEE 1RUMCS ,=S S1ML1. REWL CO E0. E0. tw 1lU�RAMf( S�PACmc ,('--7- DUAL FOR SPACING) MO NOEO S ER U . ` 1t ixloiaxc°` )iTII : - Ili II ON SPEgBm' II 'ICI "qµ SOR MIX TI'-LI�iI In Iln hd -m 'm u n Ili I� ' FILTER FABRIC SURGRADC A ORNAMENTAL GRASS PLANTING T 1/2 TRCE HEMM DO POSTS (2) W 2' PHOA'E FADE. CE. RE TES AND AJRIAP I OF FOOTBALL. ATERM SPACMO MN ONO ' TRUNKS HEADER, I'M SWLL BE EOUIL DIST.T ML (SEE PUNT E�DUAL EO. _ AND PUNT W NG 'I, G OETFOR SPACING 2' MOUNDCp SVJEFA T l.iE%IENOING I UxDER %ONTS; 7' QI USF SPECIfTED I III 'N�'N SOIL MIN 11 ;Il�lf� HI m m 'n:� n I m. i1T� FATmIc SHRUR CENTER YO O O EC TRw+cuuR SPACWG /1 PERENNIAL PLANTING i l TRIANGULAR SHRUB SPACING i�l SHRUB PLANTING .x m a . :ma: n DECIDUOUS TREE PLANTING i 1 PLANTING BED ' NG SOL PER SP OUTIONS CONCRETE HEADER SUBCRADE—SLOPE AWAY RON MLDING ATERIC SUBGRADE ,ITS FoF Collins R dda A.,o.nlcrn DevelnPmenl lh 19 qtl To.n Square. 0 Eart coIIInA, Co 1dlemAege aye., Me10a M mllrv,mPo51d LLJ J J Q Z 3 J O Q 0 Z IM 3 p F o w Q Z O U) 0 U Z z o J g 0 U H K O Date: 2-18-11 Dram By JB/JS ..B Cnecwee By cR/PM AnAR�AnE Sheet LP501 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 19 Are you licensed as a General CONTRACTOR? If yes, in what city, county and state? class, license and numbers? 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 Rev10120/07 Section 00420 Page 2 What this 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 Name of Bidder By: Title: State of County of this day 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 Rev10/20107 Section 00420 Page 3 H U) J Uj D Ig U- w �La�M�IW.AY25�.e NW LGHTWG AND ELECTIRCK LEGEND �y`a, "�"• W. LAUREL TO W. MYRTLE KLEY TYPE'N'; PEOESI RIAN POLE WITH UO DECOMTNE AREA .._i1 WMBWIR V( MOUWEDI.ITYLUMIMA MOUNIWGHEIGML `rV REFER TO LUNNAOM SCHEDULE FOR MORE INFORMATION. N � WMYWRE TYPE (tY K' ) I - CIRCUIT NUMBER MPICK) /1 TYPETIIElE TNBUIF'OLEWM LEDMCO TM HE EA VNZ REFER T E UMINAI OP413'd SCHEDULE FORRE RE INFORMATION. M TION. REFER TO LUMINNRf SCNEOAE FOR MORE INFORMATION. ❑ TYPE'Nf: LION f PpE ONLY- NO LUWNAIRE. REFER TO NX LUMINMRE SCHEDULE FOR MORE WFORMATION -090- 1 Ga 0 TYPE Y; FESTOON HUNG LED GLOBE LIMPS, b'ON CENTER, • FROSTED GLOOES AND BIAOX LORD. SEE PLAN NOTE n. TYPE` .RUSH INL E LED UPLIGHT LUMINMRE. SEE MTA, 'P ON SNEET LOX FOR MOUNTING INFORMATION. %g UISTING PAD MOUNTED UFILITY TRANSFORMER FPfO EXISTING UTILITY HIGH -VOLTAGE SPLICE BOX 4L NEW LIGHTING COMRM RM CENTER COMETE WITH ETER•MAN IIVG FUS;BLE IX9NNNECi, P.WEL, IIGNTINO COHTACT0R9. T WE SWITCH TRIOTOCELL, WEATHERPROOF ENCLOSURE, WOUND _Ly RODS ETC. 'J WEATHERPRW JUNCTION00XLWIIMEDATTHETOPOF THE WPO POLE TO SPLICE FESTOON UGHTWG CIDNDUCTOCN. PLANT TO MATCH POLE. F W SH WGRADE. POLYMER CONCRETE BOTTOMLESS SPLICE © BOX WITH HEAVY DUTY, TRAFFIC RATED COVER �� et1• 3-SCHEDULE SO PVC CONDUIT SUEEVE ACROSS ROADWAY WITH L:t^F I.19 WCIRADE SPLICE SIDES ON BOTIN ENDS. e,:�\ LIGHTING PLAN — WEST LAUREL TO MYRTLE (SOUTH TO NORTH) I� RACEWAYIN24'DEEPTMNCHBURYANDFLOWFILL.(LBTHWN UB 0 S' UV +a `x OanU �� 4IInCND) IN 1X' SCHEDULE 40 PVC CONDUITUON. $CALf:I•=I0' - AT FULL SCALE (24-AMI M�-*,,HdAERUNORCWCUITBREAILNUMBERMARROW$waiGT s SEE SHEET LE03A I I I SEE SHEET LE03B I NBMBEROFCwwrtS. ( I I I SEE SHEET LEO1B 11 i SEE SHEET LOB 7 1 � NZ y Y I. • I I I I ! 3 I N2ILA EXXIUTTIRG WOSFORMER (SEE PL NOTE 013) 1 . e I L___ ❑ "WN6 1-GSI aeND)i i/4 C. 6._.211 iikZHWNB m m PIAN NOTES' LAIN�!-� !v 4llrltj I/\. I. ALL CIECTNULCONIXIITEnOWNNORTN MI05d1TH KONO THE KLEY BETWFENW I �.••12Y240V-1N-3W PON _ = I( IVl I fr �`�' IAAP l�f �/jh I � 'MAD WITH LOTHEE LOChTTRADES To SEPARATE Pa TRENCN.CONTRS ARE ALL I I mm l yT()•tyytJl COOROIAND MYRTLE E SHoU4 I3 TPAOEBTO/SEPAR PROPERCH, CON IRA N MNNTAWEO I (SEE PLIW NOTE#3) I DO m m jet ' C�•. BETWEEN UTILITIES. _ _ I1 , m ri•: I• t� 3. ALL GRADE. ICkiTING FT MOUNTED A PULSE USS SHALL HAVE VEAL TRAIN RELIEFFINISHED I r r m m \ U 1 l)• GRAM.ANYATTACHMEPARAELYINSULATELLINS THE TWO SYSTEMS FROM ONE LATHER. O_O_ � I} ��}���j-j/ '- O:({.� WITH WSUTATOR TO SEPARATELY INSULATE TNETWOBYBTEM3 FROM ONE MOTHER. I rr DID O L; I �I ! (^)� to (� \ yT 1 THE ELECTRICAL CONTRACTOR SHALL PRONOE AND INSTAL THE SERVICE LATERAL FROM I I [O1 7 T .J....•` Fi PA S ORMEWS LICE tlOx TO THE UGC HE COMRAC OR SwML LO LA WNW UN OF SL WIY �J OF CONIX1CT00.4 AT THE iRANSFORNER9TVME FORFWALCOVNECTIWBYFF. j ISIO N ..1; _ CKUNS LIGHT 6 POWER (FCLAP)FORCES, CONTRACTOR STALL CCORDIATE WITH FCLAP FOR EXACT LOCATION OF(TRMISFONAER5PUCE BOA) PRIOR TO ROUGH. IN. I �••�I �I • 1 LIGHTING PLAN — WES7 LAUREL TO MYRTLE (SOUTH TO NORTH) A' ALL CONWIT UNDER ROADWAY WHICH IS DRIVEN OVER BY NORMAL TRAFFIC SHALL SE I �/ B SHCEWLE SO WC CONDUIT UNLESS NOTED OTHERWISE. to 0 S 19 20 ...To Asua7212 West M - Ai FIAL SCALE own Ash Page 41 72T2 West Myrtle Alley- DBWDIDWR Alley Enuancements N=fCxQnS - LOIN dda Mnnot. Gxalopo.W AMMty III aW T. IO swam Fa COBS 00 8700 russBIIHRIIis Studios In 1.RMp. Rm IN Mc .11062t o SAHIM MS .A•nn.e..aaaLme W J J Q Q Z 0 z> F z 52 0 IM Z O V Z W O J j LL 0 5 CJ r H D- UJ 0 IY.MIt By JE Ctea..a BW OR LE01 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15% 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: 7212 West Myrtle Alley - Downtown Alley Enhancements 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 7212 West Myrtle Alley Downtown Alley Enhancements. 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. City of Fort Collins OWNER By: 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 7212 West Myrtle Alley - Downtown Alley Enhancements and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by Russell & Mills Studios. Ditesco Project & Construction Services 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 one hundred (100) 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 one hundred twenty (120) calendar days after the date when the Contract Times commence to run. The Work also includes an Intermediate Project Milestone for the substantial completion of the north leg (main alley to Myrtle Street) and the north side alley to Mason Street. The Work for the Intermediate Project Milestone shall be Substantially Complete within forty-five (45) calendar days after notice to proceed is issued for this phase. 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 Section 00520 Page 1 and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: One Thousand Three Hundred Dollars ($1,300.00) for each calendar day or fraction thereof that expires after the one hundred (100) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Substantial Completion: One Thousand Dollars ($1,000.00) for each calendar day or fraction thereof that expires after the forty-five (45) calendar days from notice to proceed for Substantial Completion of the Intermediate Project Milestone including the north leg (main alley to Myrtle Street) and the north side alley to Mason Street. 3) Final Acceptance: After Substantial Completion, Seven Hundred Fifty Dollars ($750.00) for each calendar day or fraction thereof that expires after the twenty (20) 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 Section 00520 Page 2 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. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 95% 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 Section 00520 Page 3 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. 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 7.2.4 Consent of Surety 7.2.5Application for Exemption Certificate 7.2. 6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: G001 - Cover Sheet G002 - Abbreviations and Graphic Symbols G003 - General Notes LD101 - Demolition Plan West Laurel to West Myrtle Alley LD401 - Demolition Plan West Laurel to West Myrtle Alley LD402 - Demolition Plan West Laurel to West Myrtle Alley LD403 - Demolition Plan West Laurel to West Myrtle Alley LG301 - Cross Sections West Laurel to West Myrtle Alley LG302 - Cross Sections West Laurel to West Myrtle Alley LG303 - Cross Sections West Laurel to West Myrtle Alley Section 00520 Page 4 LG401 - Grading Plan West Laurel to West Myrtle Alley LG402 - Grading Plan West Laurel to West Myrtle Alley LG403 - Grading Plan West Laurel to West Myrtle Alley LG404 - Grading Plan (Entry Enlargements) West Laurel to West Myrtle Alley R1 - Roadway Plan and Profile West Laurel to West Myrtle Alley R2 - Roadway Plan and Profile West Laurel to West Myrtle Alley R3 - Roadway Plan and Profile West Laurel to West Myrtle Alley R4 - Roadway Plan and Profile West Laurel to West Myrtle Alley UR100 - Utility Relocation Legend and Notes West Laurel to West Myrtle Alley UR401 - Utility Relocation Plan West Laurel to West Myrtle Alley UR402 - Utility Relocation Plan West Laurel to West Myrtle Alley UR403 - Utility Relocation Plan West Laurel to West Myrtle Alley UR404 - Utility Relocation Plan West Laurel to West Myrtle Alley UR405 - Utility Relocation Plan West Laurel to West Myrtle Alley UR406 - Utility Relocation Plan West Laurel to West Myrtle Alley UR407 - Utility Relocation Plan West Laurel to West Myrtle Alley UR408 - Utility Relocation Plan West Laurel to West Myrtle Alley UR409 - Utility Relocation Plan West Laurel to West Myrtle Alley IR1 - Irrigation Plan West Laurel to West Myrtle Alley IR2 - Irrigation Plan West Laurel to West Myrtle Alley IR3 - Irrigation Plan West Laurel to West Myrtle Alley IR4 - Irrigation Plan West Laurel to West Myrtle Alley IR5 - Irrigation Plan West Laurel to West Myrtle Alley IR6 - Irrigation Plan West Laurel to West Myrtle Alley IR7 - Irrigation Plan West Laurel to West Myrtle Alley LE01 - Lighting Plan West Laurel to West Myrtle Alley LE02 - Lighting Plan West Laurel to West Myrtle Alley LE03 - Lighting Plan West Laurel to West Myrtle Alley LE04 - Lighting and Electrical Details West Laurel to West Myrtle Alley LE05 - Lighting and Electrical Schedules West Laurel to West Myrtle Alley LS101 - Overall Site Plan West Laurel to West Myrtle Alley LS102 - Paving Plan West Laurel to West Myrtle Alley LS301 - West Laurel to West Myrtle Alley Sections LS302 - West Laurel to West Myrtle Alley Sections LS303 - West Laurel to West Myrtle Alley Sections LS401A - Callout Plan - West Laurel to West Myrtle Alley LS401B - Layout Plan - West Laurel to West Myrtle Alley LS402A - Callout Plan - West Laurel to West Myrtle Alley LS402B - Layout Plan - West Laurel to West Myrtle Alley LS403A - Callout Plan - West Laurel to West Myrtle Alley LS403B - Layout Plan - West Laurel to West Myrtle Alley LS404 - Bohemian Re -Striping Plan LS501 - Site Details LS502 - Site Details LS503 - Site Details LS504 - Site Details LS505 - Site Details LS506 - Site Details LS507 - Site Details LS508 - Site Details LS509 - Site Details LS510 - Site Details LS511 - Site Details Section 00520 Page 5 LP100 - Planting Legend and Notes LP401 - Enlarged Planting Plan - West Laurel to West Myrtle Alley LP402 - Enlarged Planting Plan - West Laurel to West Myrtle Alley LP403 - Enlarged Planting Plan - West Laurel to West Myrtle Alley LP501 - Planting 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. 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 6 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: P. 0. Box 580 Fort Collins, CO 80522 LICENSE NO.: Approved as to Form Assistant City Attorney Section 00520 Page 7 PLAN NOTES: 1. ALL ELECTRICAL CONDUIT SHOWN NORTH AND SOWN ALONG THE ALLEY BETWEEN W. IAUPEL NO MYRTLE BRA L BE LOCATED W SEPARATE TRENCH. CONTRACTOR SINL COORDINATE WITH ALL OTHER TRADES TO AWJRE PROPER CLEARANCES ARE MAINTAINED BETWEEN UTILfIIFS. 2. ALL FESTOON LIGHTING STRINGS SHALL BE MOUNTED A MINIMUM OF 15' IV ABOVE FINISHED GRACE. MY ATTACHMENT TO FFCOWNS UTIUTIES POLES SHALL HAVE A STRAW RELIEF WITH W SUTATOR, TO WPARAWLY WSUTATE THE iW0 SYSTEMS FROM ONE MOTHER. ]. THE ELECTRICAL CONTRAXTIXi SHALL PROVIDE AND INSTALL THE SERVICE LATERAL FROM T RANSFO MER5PLICE BOX TO THE LCC. THE CONTRACTOR SHALL COL A MWIMUM OF SO - OF CONDUCTORS AT THE TRANSFORNERSPIICE BO%FOR FINAL CONNECTION BY FT. COLLINS LIGHT A POWER IFCUP) FORCES. CONTRACTOR SHALL CG(RDBNATE WITH FCLILP FOR EXACT LOCATION OF (RLW SFGRMERSPUCE DO%) PRIOR TO R0U(aN4N. 4. ALL CONDUIT UNDER ROADWAY WHICH IS ORNEN OVER BY NORMAL TRAFFIC SALL BE SHCEWLE all PVC CONDUIT UNLESS NOTED OTHERWISE. z 1 i LIGHTING AND ELECTRICAL LEGEND W. LAUREL TO W. MYRTLE ALLEY --- TYPE N; PEDESTRIAN POLE WITH LOU DECORATIVE AREA 0 LUMI"NR RMMOUNI 0).t2i LUMINAINEMWNTINGMEI rGHT. REFER IO LUMINNRE SCNEDIKE NOR MORE INFORMATIW, N� LUMWNRE TYPE(TYPICAL) 1— CIRCUIT NUMBER(TYPICAL) OTYPE TO,.PEDESTRNN POLE WITH LED DECORATVE AREA LUMW.URE (POST TCP412-V LUWNNRE MOUMWO HEMJIT. NZ REFER TO LUMJUURE SCHEDULE FOR MORE INFORMATION. TYPE'Rx; LIGHT POLE ONLY -NO LUMWAIHE. REFER TO LUMWNRE SCHEDULE FOR MORE INFO MATO N. TYPE T; FESTOON HUNG LED GLOBE LIMPS, N' ON CENTER. -000� FROSTED &GOES AND BIAGt CORD. SEE PLAN NOTE F2, TYPE C FLUSH W�OADE LED UPLIOM W LUMMRE. WE DUAL GO F ON SHEET LED4 FOR MOUNTING BNFORMATIW. © EXISRNO PAD MOUNTED UTILITY TRANSFORMER ® EXISTING UTILITY HIGH -VOLTAGE SPLICE BOX NEW LRWTINO CONTRCL CENTER COMPLETE WITH METER. MAN 4�FUSIBLE LE DISCONNECT, PANEL LIGHTING CONTACTORS, TIME SNTCH, PHOTOCELL, WEATHER PROF ENCLOSURE, GROUND ROCS ETC. wEATHER AGGF AWCRGN BOX MOON TED AT THE TOP OF THE WP❑J POE TO SPLICE FESTOON LIGHTING CONDUCTORS. PAINT TO MATCH POLE. fLUSH IN�GRADE, POLYMER CONCRETE BOTTOMLESS SK CE ❑S BOX WITH REAW.MV. TRAFFIC RAT LU COVER FTyB��ET��2E J SCHEDULE N PVC CONDUITSLEEVE ACROSS ROADWAY WITH L'r•_. IN{ E SRICE BOXES OR BOTH ENDS. RACEWAY IN 24'DEEP TRENCH, BURY AND FLOW FU-(]IB THWN & INGHC) IN t & SCHEDULE Q PW COKN N UD N. HOMERUN OR CIRCUIT BREAX. NUMBER OF ARROWS INDICATES NUMBER OF CIRCUITS. 1 , I I Y... i �— °L J mlm PMTV1 (2x12rnwN m N y 1 TYPEps- LTG. N 1B? SCHED. BO PVC mlm i (WP.) r ml�N I POLLEES TO SUSPEND I ', CENTER FESTOON STRIi G MID I I L I 1 1 LIGHTING PLAN — WEST LAUREL TO MYRTLE (SOUTH TO Addendum 2 A S I'-10' - AT NULL SCALF (24-X78� 7212 West MyNe Alley - Duwntuwn A ay EnM1ancements W J F } F- V) W G IV Y 5' 1. FI SECTION 00530 NOTICE TO PROCEED Description of Work: 7212 West Myrtle Alley - Downtown Alley Enhancements 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,7212 West Myrtle Alley - Downtown Alley Enhancements. 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: (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) Principal (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, 7212 West Myrtle Alley - Downtown Alley Enhancements. 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. Rev10/20/07 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. INWITNESS 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. Rev10/20/07 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:7212 West Myrtle Alley - Downtown Alley Enhancements 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 REMARKS: Rev10120/07 Section 00635 Page 1 DATE 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, 7212 West Myrtle Alley - Downtown Alley Rnhanrcmanta A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated , 20 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: Citv of Fort Collins By: Title: ATTEST: Title: Rev10/20/07 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: (CONTRACTOR) PROJECT:7212 West Mvrtle Allev - Downtown Allev Enhancements 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. 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 fees, incurred as a result of such claims. Rev10120107 Section 00650 Page 1 MASON ST —B� E%S6 - -(2912THWN S 1012GND) / IN 1R'SCHEP S0'PVC H / (TYP) I SPAN WIRE BETWEEN / POLES TO SUSPEND SPAN IRE BETWEEN CENTER FESTOON STI POLES TO SUSPEND CENTER FESTOON STRING ...I 1 PARTIAL CKT. 07 TYPE'G'8'I'LTG. i 1 DT 10 H II_ I 1 1 ,f I I SEE SHEET LE03A EE SHEET LE01B 1 LIGHTING PLAN - 0 4AASON STREET SOUTH ( I A ( Tuce 16 Nz MASON ST. LIGHTING Mo ELECTRICLEGEND G W. 6NUML TO w. MYRTN LE ALLEY TYPE'N. PEDESTRIAN POLE WITH LED OECCRATWE MEA U SIDEWALK LI 0.0 MWNRE(ARM MOUNTED). 17b WMINMRE MOUNTING HEIGHT. �/ REFERTOLU.NUUMSCHEWLEFORMOM INFOMAlICH N — LUMIFMUM TYPE(TYPI ) 1 � CWCUFT NUMBER(TYPICAL) —(2912THWN TYPE , PEDESTRIM POLE WITH LED DECORATIVE AREA &1R12GND LUMINNM IPO3Y I OP4NF 12'-0'LUMINIE MOUNTING MIGHT. 2 TO WMWNRE SCHEDULE FOR MORE INFORMATION. IN 112' SCHEO. SO PVC REFER —(TYP.) TYPE W. LIGHT POLE ONLY -NO WMINNPE. REFER TO LUMI"M SCHEDULE FOR MORE INFORMATION. TYPE T. FESTOON HUNG LED GLOBE LAMPS. 24' ON CENTER -000� FROSTED OLOOES AND BUCN COTO. SEE PUN NOTE 0. ttPE' %FLUSH Wl.RAGE LED UPUGHT LUMWNRE, SEE DETAL G° 'C' ON SHEET LEW FOR MOUNTING INFORMATION. ❑T EXISTING PAD MOUNTED UTWTYTMNSFORMM — PARTIAL CY(T. tl$ ® ,,TINGEUIWIY HIGH -VOLTAGE BPLICF BOX TYPE 'G'&'1' LTG. NW LOLCEMERCORETE WR N YE IYI *3aJ FUSIBLE SGFNECTPANEL LDMWO , TIME PIIOTOCI,WFATIERVfl00f ENCLOSURE, GPIOU NMD CH, RODSFTC. WEATHERPROOF JUNCTION BOX MOUNTED AT THE TOP OF THE W,P( POLE TO BFUCE FESTOON LIGHTING CONDUCTORS. PANT TO MATCH POLE. RUSH WLMDE, POLYMER CONCNETE BOTTOMLESS SPLICE ❑S BOA WITH MAW -DUTY. TRAFFIC RATED COVER 7 SOIEDRE W PVC CONDUIT SLEEVE ACROSS ROADWAY WITH 5 S 1".E SPLICE BO% S ON BOTH ENDS. RACEWAY IN 24'DEEP TRENCH. BURY AND FLOW FILL.(21N THWN 61Y96ND) W I N' SCHEDULE NO PVC CONDUIT U.O N ���HOMEiLLW OR CIRCUIT BRENC NUMBER OF ARR0VVS INMGTES ��hh�� NUMMR0FCIRCURS PLAN NOTES: 1. .LLL ELECTRICAL CONDUIT SHOWN NORTH AND SOUTH ALONG THE NLEY BETWEEN W. W M M'D MYRTLE OTH BE LIXA S T IN SEPARATE THLNCH. CONIRACTOR SIMIL GWgpWATE WITN ALL OTNEA TRADES TO A33UPE P0.0PER CLEARANCES ME MAINTAINED BETWEEN ITLITIEs. 2 ALL FESTOON LIGHTING STRINGS SHNL BE MOUNTEOAMW.M OF 16'-10'ABOVE FINISHED GRADE, MY ATTKHMEM TO FT.CCLLWS UTB ITIES POLES SWAL HAVE "TRAIN RELIEF WITH INSUUTOR. TO SEPARATELY INSULATE THE T WO SYSTEMS FROM ONE MOTHER. 3. THE ELECTRICAL L,NRACTM SHALL PROVIDE MD INSTNL THE SERVICE UTEIUL FROM TFVNSFOWERSPLCE BOA TO THE LCC. THE CONTRACTOR SHALL COL AMINIMUM OF S:(S' OF CONDUCTORS AT THE TRMSFOR ETPUCE BOX FOR FWN. CONNECTION BY FT. CGLLNS LIGHT 6 FOA4R(FCULP) FORCES CONTRACTOR SHNL COOPDUNTE WITH FCL&P FOR EXACF LOCATION OF(TMNSFOR-EIVSPUCE SOX) PFUDL TO NFGB` MN. N. NL CONDUIT UNDER ROADWAY WHICH IS MNEN OVER BY NCRMN TRAFFIC SUNLL BE SHCEDDE ISO PVC CONW IT UNLESS NOTED OTHERWISE ----- II— Till(ITI°� LIGHTING PLAN — k a MASON STREET (NORTH) NY 0 5. t 29 N`.)H I cru F.1'=1D- a FULL WALE (24xTe-) W� OE _ C EE03a L. SSIf �E03A 7� 'pn FOF�rrF1,S 9 SO NI F.aiq<iw.. We IN may ..EON a 3NIBI.W V) W y J W J Q Q W O zf F U z a� � O a W Z SO 3 z n I— Co z�Wg J j 4 O 5 U H F— W Lz 3 O LJ_ DW ♦0,1 Dr.. BP [__ BDe8ui 3 — LE03 P 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 Rev10/20/07 Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: (bid name] 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 I 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) A 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 00R) Period 0170-750 (999) $0.00 89 - iC.ONTRACTOR_INFORMATION_ �z. 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 6f,contract1or'ag'reement!page§1(1) Ideritifyingtthe,contiactingiparties EXEMPTION -INFORMATION and ,(2) containing signatures of con6 g,parties mu be attached. -it "., ..t. Name of exempt organization (as shown on contract): Exempt organization's number: 98 - 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 subcontractors 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 00700 GENERAL CONDITIONS GENERAL CONDITIONS • LIo1 CONSTRUCTION CONTRACT These GENER:1L 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 GENERAL. CONDITIONS I9I0-8 (1990 EDITION) WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number & Title DEFINITIONS TABLE OF CONTENTS OF GENERAL CONDITIONS Page Article or Paragraph Number Number & Title 1.1 Addenda...................:.........................1 1.2 Agreement..........................................1 1.3 Application for Payment ...................... 1 1.4 Asbestos.............................................I 1.5 Bid.....................................................1 1.6 Bidding Documents ..............................1 1.7 Bidding Requirements ........ .................. I 1.8 Bonds..........:......................................3 1.9 Change Order.....................................A 1.10 Contract Documents ,,,,,,,,,,,,,,,,,;,,,,,,I 1.11 Contract Price;;1 1.12 Contract Times, ................. . .... 1 1.13 CONTRACTOR..............::..................1 1.14 defective..............................................1 1.15 Drawings .......... ..................................I 1.16 Effective Date of the Agreement 1 1.17 ENGINEER ......................................... 1.18 ENGIINFER'sConsultant :.....................1 1.19 Field Order..........................................I L20 General Requirements .........................Z L21 Hazardous Waste ................................. 2 122.a Laws and Regulations; laws or Regulations 1 22.b ....................................... Legal Holidays .................................... 2 1.24 Milestone............................................2 125 Notice of Award._ ...................:.......... 2 1.26 Notice to Proceed ................................? 1.27 OWNER............................:...............:I 1.28 Partial Utilization ................................ 129 PCBs..................................................2 1.30 Petroleum...........................................2 1.31 Project .............................................. _2 1.32.a Radioactive Material ............................2 1.32.b Regular Working Hours ....................... 2 133 Resident Project Representative...........? 1.34 Samples... ........................ .................. 2 1.35 Shop Drawings .................................... 1.36 Specifications......................................2 1.37 Subcontractor ...................................... 2 1.33 Substantial Completion .......... ..........„, 2 1.39 Supplementary Condition,,,,,,,,,,,,,,,,,, L40Supplier ............................................. lAl Underground Facilities, .... ....._..........-3 1.42 Unit Price Wort;..................................3 1.43 Work..................................................3 1.44 Work Change Directive ........................3 1.45 Written Amendment Page Number 2. PRELIMINARY MATTERS...,....._.....................3 2.1 Delivery of Bonds ............................3 2.2 Copies of Documents ......... :............. 3 2:3 Commencement of Contract Times; Notice to Proceed,,,,,,,,,,,,,„ 3 2.4 Starting the Work. 3 2.5-2.7 Before Starting Construction; CONTRACTOR's Responsibility to Report; Preliminary Scheddes; Delivery of Certificates of Insurance .......................... _......3-4 2.8 Preconstructioit Conference.;,, ....... ..4 2:4. Initially Acceptable Schedules.,.,.. .... 4 CONTRACT DOCUh4ENTS: INTENT AMENDING, REUSE ........... ................ ............... 3.1.3.2 Intent.. _...................................... 4 3.3 Reference to Standards and Speci- fications of Technical Societies; Reporting and Resolving Dis- crepancies ................................. 4-5 3.4. Intent of Certain Terms or Adjectives ..................................... 5 3.5 Amending Contract Docunents......... 5 3.6 Supplementing Contract Documents ................................... 5 3.7 Reuse of Documents .........................5 AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS REFERENCE POINTS.........................................5 4.1 Availability of Lands ... .................. 5-6 4.2 Subsurface and Physical Conditions ........................... ......... 6 4.2.1 Reports and Drawings ...................... 4.2.2 Limited Reliance by CONTRAC- TORAuthorized; Technical Data............................................ 6 4.2.3 Notice of Differing Subsurface or Physical Conditions ,,,,,,,,,,,,,,,,,,¢ 4.2.4 ENGNEER's Review 6 4.2.5 Possible Contract Documents Change.........................................6 4.2.6 Possible Price and Times Adjustments ....................... _------6-7 4.3 Physical Conditions --Underground Facilities ....................................... 7 4.3.1 Shown or Indicated ,,,,,,,,,,,,,,,,,,,,,,,,,, 7 4.3.2 Not Shown or Indicated _ 7 4.4 Reference Points ................................ 7 E1CDC GENERAL CONDITIONS 1910-3 (1990 EDITION) w/ aTY OF FORT COLLI; IS MOD[FIC.1Tl WS (REV 9199) Article or Paragraph Page Article or Paragraph Page Number ,fe Title Number Number & Title Number 4.5 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material7-8 BONDS AND INSURANCE ................................. 3 5.1-5.2 Performance, Payment and Other Bonds.............................................. 3 5.3 Licensed Sureties and Insurers; Certificates of Insurance,,,,,,,,,,, ,,,,,,,,, 3 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 Provision 10 5.9 CONTRACTOR's Responsibility for Deductible Amounts 10 5.10 Other Special Insurance,,,,,,,,,,,,,,,,,,,,, 10 5.11 Waiver of Rights................................1 t 5,12-5.13 Receipt and Application of Insurance Proceeds ...................... 10-I1 5.14 Acceptance of Bonds and Insu- ance; Option to Replace .................... 5:15 Partial Utilization --Property Insurance... .......... ........................ . 11 CON f RACIOR'S RESPONSIBILITIES ...............11 6.1-6.2 Supervision and Superintendence ....... 11 6.3-6.3 Labor, Materials and Equipment 11-12 6.6 Progress Schedule..............................12 6.7 Substitutes and "Or -Equal" Items; CONTRACTOR's Expense; Substitute Construction Methods or Procedures; ENGINEER's Evaluatioq......_...,.12-13 6.8-6.1 l Concerning Subcontractors, . Suppliers. and Others: Waiver of Rights._.....................13-14 6.12 Patent Fees and Royalties....................14 6.l3 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.IS Safe Structural Loading.....................15 6.19 Record Documents ............................15 6:20 Safety and Protection .................... 15-16 6.21 Safety Representative ......................... 16 6.22 Hazard Communication Programs.,.... 16 623 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 ENGINEER .....16-17 6.27 Responsibility for Variations From Contract Documents... . ......... 17 6.28 Related Work Performed Prior to ENGINEER's Review and Approval of Required Submittals ...................................17 6.29 Continuing the Wor$,,,,,,,,,,,,,,,17 6.30 CONTRACTOR's General Warranty and Guarantee...............17 6.31-6.33 Indemnification, „................... .. 17- 18 6.34 Survival of Obligations ...................18 OTFIERWORK............................:..................... 18 7.1-7.3 Related Work at Site IS 7.4 Coordination..................................13 OWNER'S RESPONSIBILITIES .........................18 8.1 Communications to CON- TRACTOR ................................. 13 8.2 Nt3INE Replacement of EER,,,,,,,,,,,,IS 3.3 Furnish Data andPay Promptly When Due .................................. 13 8.4 Lands and Easements; Reports and Tests18-19 8.5 Insurance ....................................... 19 8.6 Change Ortkrs ............................... l9 8.7 Inspections, Tests and Approvals ...................................19 8.8 Stop or Suspend Work; Terminate CONTRACTOR's Services ...................................... 19 8.9 Limitations on OtVNER'S Responsibilities .......................... 19 9.10 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material 19 8.11 Evidence ofFinancel Arrangements .............................19 ENGINEERS STATUS DURING CONSTRUCTION ......................... .. .................. 19 9.1 OWNER's Representative.,_,....._,_,. 19 9.2 Visits to Site .............................. ... ..19 9.3 Project Representative ...... ... ...... 19-21 9.4 Clarifications and Interpre- tations.........................................21 9.5 Authorized Variations in Pork ........ 21 EJCDC GENERAL CONDITIONS 1910-3 (1990 EDITION) w/ CITY Of FORT COLT. NS MODIFICATIONS (REV 9199) Article or Paragraph Page Article or Paragraph .Page Number tit Title Number Number &: Title Number 9:6 Rejecting DefectNe Work...................21 9.7-9.9 Shop Drawings, Change Orders and Payments....................................21 9.10 Determinations for Unit Prices 21-22 9.11-9.12 Decisions on Diiputcs; ENGI- NEER as Initial Interpretet 9.13 ..............22 LimitationsonENGMER's Authority and Responsibilities ,,,22-23 CHANGES IN THE WORK ..................................... :..23 10.1 OWNI ER's Ordered Change.„......„.... 23 14. 10.2 Claim for Adjustment ........................3 10.3 Work Not Required by Contract Documents 23 10.4 Change Orders .......... ......................... 23 10.5 Notification of Surety.23 CHANGE OF CONTRACT PRICE ............................. 11.1-11.3 Contract Price -,Claim for Adjustment; Value of the Work .................._............... 3-24 11.4 Cost of the Work ..........................24-25 11.5 Exclusions to Cost of the Work..,......, 25 11:6 CONTRACTORS Fee 23 11.7 Cost Records ................................ 2j 6 11.8 Cash Allowances 26 11.9 Unit Price Work....._.........................26 CHANGE OF CONTRACT TIMES ............................26 12.1 Claim for Adjustment_ ............... 26 12.2 Time of the Essence,,,,,;,,,,,,,,,,,,,,,,,,,,26 12.3 Delays Beyond CONTR4('TOR's Control - 26-27 12.4 Delays Beyond OWNF.R's and CONTRACTOR's Control...............27 TESTS AND LNSPECTIONS; CORRECTION REMOVAL OR ACCEPTANCE OF DEFEC77VE WORK..................................................27 13.1 Notice of Defects27 13.2 Access to the Work..._.......................27 13.3 Tests and Inspections; CONTRACTOR's Cooperation.,,,..,,. 27 13.4 OWNER's Responsibilities: Independent Testing Laboratory,,,,,,, 27 13.5 CONTRACTOR'S Responsibilities ............................... 27 13.6-13.7 Covering Work Prior to Inspec- tion, Testing or Approval .................. 27 13.8-13.9 UncoveringWork atENGI- NEER's Request ..... ................. 27-28 13.10 OWNER May Stop the Work........;, 28 13.11 Correction or Removal of Defective Work ...........................r8 13.12 Correction Period 28 13.13 Acceptance ofDefective Work,, ....... 29 13.14 OWNER May Correct Defective Work ..................................... 28-29 PAYMENTS TO CONTRACTOR AND COMPLETION..................................................19 14.1 Schedule of Values 29 14.1 Application for Progress ,Payment ..................................... 29 14.1 CONTR.AcToR'sWarranty of Title ........................................... 29 14.3-143 Review of Applications for Progress Payments„............._29-30 14.8-14.9 Substantial Completion..................30 14,10 Partial Utilization 30-31 14.11 Final lnspcctiorl ............................j1 14.12 Final Application for Payment ........ 31 14.13-14.14 Final Payment and Acceptanee....... 31 14.15 Waiver of Claims 31-32 15. SUSPENSION OF WORK ARID 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. NISCELLANEOUS ........................................... 33 17.1 Giving Notice ................................33 17.2 Computation of Times,,,,,,,,,,,,,,,,,,,, 33 17.3 Notice of Claim ............................... 33 17.4 Cumulative Remedies,,,,,,,,,,,,,,,,,,,,,33 17.5 Professional Fees and Court Costs Included ......................._._ 33 17.6 Applicable State Laws„.............33-34 Intentionally left blank ............ ........................... 35 F-MUIT GC -A: (Optional) Dispute Resolution Agreement ..................... QC -Al 16.1-16.6 Arbitration ............................... GC Al 16.7 Mediation .......... .:...................GC -AI EICDC. GENERAL CONDITIONS 1910-3 (1990 EDITION) w/ C1TV OF FORT COLLINS MODIFICATIONS (REV 9/991 W C ' A 'G` IFrOx..NBOG\T�. O N FEEDER SCHEDULE Qt (3n CUXHHmrPVCCCuDUIN © IT I 131' O (3IN XHHW B 1x6GND) 112-C, F "SRd.CJ 1lYC, --- c O (3 All rHWN B'AMONG)11/1' PVC CONDUIT (d.O N.) I A < OS 12014 THWN S 10 NGNO) IN PLASTIC WIREWAY O (f 011 THWN B II14CUD) IN PLASTIC WIREWAY UTILITY PAID MOUNTED XII' a 120f140V�10�3'N PLAN VIEW SECRON'AA' LCC NEAU14 ENCLOSURE SPLI- - - - BASE # BOXUl1 SWILL A DUA21TE E COMPO LATE BOX WITH WON HEAVY TI CLRASE pRAF IC At2DCO0E2ITECO8HMOMiELED-C HEAWr0oq2P FRR0,PMIFI B UUTYRHAFFIC MT[O COVLN pPG11i8H1WO LABELED •ELECTHIC'ORYIGNTING' ORAPPROVED EQUAL, I¢..1U,Y23 Lc1;3. rc d I LI IS rypICQ PEOESTRLWTYPICAL FLUSH IN -GRADE SPLICE BOX DETAIL 8.T0z m 1 ^ `f� Y 6 ICII i LIGHTING CIRCUIT �� WP 4-- I PHOTOCELL'OWOFF' • V' L Q -wa__ u D rrPlcaL OECOMnvENOTIDvMr 1 uGHTINO CMCUIT l 18'MW. I euW,WB AFILR LET-illRu PHOTOCELL 'ON' �PgVEMENt CIRWT� 6URFACING OR FINIBMEO _ OF FRN.RLO AMP FUSES, TIME SWITCH 'OFF' I GRADE (2) WaN,07COPPER CL u ORIVEN GROUND ROU.' ' MINIMUM d'-0'PPARi tl' tl' ONE -LINE DIAGRAM -LCC3 L.... 'S Fi�J� , SNCollins B WARNING TAPE F 6-DEEPWNWUM 2A' MINIMUM UNDER GROUND NOT TU SINE 1PDEEPMAXIMUM 'i' � 30' MINIMUM UNDER ROADWAY .FLl yL Ks n aaa 36'Mw. COMPONENT LIST %%:', r 3 I� • 'c��'� vas roeI O 36w,49'H.a12'DP. NEMAA. HINGED COVER ELECTROSTATIC i�IJAI. t'�j W m O GALVANIZEDENCLOSURE WITH SACKP.WELAND ITLEG WRAND CONDUIT y'L. `,t]'SS7'� EM CFb•GO LOCKABLE HASP. CONTRACTOR SHALL VERIFY THAT ALL BOUT. COMPONENTS WILL FIT INSIDE THE ENCLOSURE. INCREASE SIZE AS G�AOB�ARO ORIENT PHOTOCELL. p 6' TO NORTH SIDE p B M NECESSVtT. PAINT TO MATCH METER AND DISCONNECT COLOR- MOTES: OF NEM1N < ENCLOSURE CONTRACTOR SY441 COORDINATE TRENCHING WITH OTHER UNDERGROUND E F G ONEMA I. SINGLE PHASE LOAD CENTER(SEE PANEL SCHEDULES FOR UTILITIES, RAMP METERING AND IRRIGATION. CONTRACTOR SHALL USE u Op Of POLES AND dREAKER5) WITH FULLSIZL NEUTRAL 6 GROUND SEPPAgTE TRENCH FOR ALL ELECTRICAL CONDUITS. B / :PH 1SDTA OR EQUAL BY GE OR CUTLER -HAMMER. MOUNT INSIDE NSsell,mIII$$(udios OF THE NEMA 4 ENCLOSURE. I414 AWO LOCATE WIRE AND A NYLON PULL STRING IN ALL EMPTY CONDUITS. Nlv way, T. .1M MEAN i HINGED 1 WA, IN METER HOUSING TO UTILITY COMPANYS SPECIFICATIONS T. IMAM TOSS ENttosuHe n II O MOUNTED OR SOUTH SEEOFNE6N 0 ENCLOSURE. ) D TYPICAL TRENCH AND CONDUIT BURIAL DETAIL .bn¢MMi666]vum _= D NOT TO SCALE I O60A, 2 POLE FUSED DISCONNECT, UL LISTED FOR SERVICE (n EQUIPMENT AND FRNR FUSES AS SHOWN ON 01 E DIAGRAM W/NEUr1ULL 6GROUND6MS. MOUNIEDON SOUTH SIDEOF NEMA4 NOTE: TOUGHSGRADEDCLUPLIGSS DIF LU COORDINATE WITH DETpILCSHEET LSBW TOUGHENED GLASS DIFFUSER W REII?ORCEOCOr1TOR LCL ICl I I ENCLOSURE. US' TRIM ABOVE SURFACE J (O J .N.26 CQEADJA OH. I 162W fi.3O J J PHOTOCELL WITH T ENEMA 4 E RECEPTACLE BASE. MOUNT ON THE Q CJIMIN.2'AtlOVE ADJACENT OJ OJ I OE NORTH SIDE Of THE NEMAJ ENCLOSURE, ALL EXPOSED AMFER _ r W ALL EO EDGES. 6' I ? 1f"�— POLYPROPYLENE RECESS BOX Z W J MERIAP ON ALL SIDES. I©GFCI MART. RECEPTACLE INAIGMIG BACK BOX WITH COVER �?'/k!I 0� Z PLATE. MOUNT INSIDE NENA tl ENCLOSURE. +3' E„ YJ Q REFER TO PAVINGPLWS FOR Q J tl M MORE INFOATION F- E Q F 1ty/uL © COVER PLAEMOUNT NSIDENEMPA ENCLOSURARM RECKBO%ulO ,. OROTARY DIAL CONTROL TIME WITCH FOR'OFF- CONTROL OF ALL 3 W N 6 PROVIDE MINIMUM I2-GRAVEL Q j 111 Ik I III,��r LIGHTING EXCEPTFOR PE0E0TRNN POLEMWNTEOLUMINAIRES. $ry-1 1 BED FOR U N yy✓ iyi DE BOX 0 W 2 I t u J CPOLE. 30A. ELECTRICPLLY HELD LIGHTING CONTACTORS.(2) Y +' ORNNAGE OUTO O 1I II, i t L 1"1 Pr/3 OREQUIRED, MOUNTAINSIDE NEMAA ENCLOSURE z<'OP.IF POSSNLE1 1 ~ O - .i QUICK CORRECT FIRING Z aN J 2 OR L2- MIN, l W O`.JB'%10'L'COPPER CLAD DRIVEN GROUND RO05. (2)REOUIRED BELOWPAVE0.5 �)^ B>7 J W LL (rYPICAlI '.:,-.._.i _ .• WEATHER PICK PROOF WIRE NUTB. J Z j OUT TO LIGHTING CIRCIJITS SCHEDULE WP✓C CONDUITSU = II u INCOMING FEEDER. SETNEENTYFE'GWMINMRES F II THE ELECTRICAL CONTRACT OR SHALL PROVIDE AND INSTALL THE L ANOIai TO'N' TYPE LUMINNRE U g SERVICE LATERAL FROM TRANSFORMER/SPLICE BOX TO THE LCC. W L tl'-0'(MINI y TH-CONTRACTOR SINLL COILA MINIMUM OF"'OF CONDUCTORS J .�_. PoLE BASE (FOR FEED). STUB n' A UP CONDUIT IN VOID BELOW Q 3 AT THE TIGHT& POWER PLICE CLW)F FORFORCES. .CONTRINAL NNECTISH BY FT. � �. LUMIWORE. REFER TO ly COLLINS LIGHT 8 PoWFR IFCL6P) FORCES. CONTRACTOR 8HP11 LIGHTING PLANS FOR'N' TYPE COORDINATE WITH FCLNP FOR EXACT LOCATION OF POLE LOCATIONS. p.M }q.rl n LIGHTING CONTROL CENTER DETAIL - LCC3 RMIGFOHME LSPLICE BOX) PRIOR TO ROUGH -IN. la /� DETAIL - TYPE 'G' IN -GRADE LUMINAIRE GM0 W a3 pR a..R v AUtlen,I n NOT TO SG4E I L NOT TO SCALE Page T of 3 81w3 7212 West Myrtle Alley - DOWWOWn Alley Enhancements LE04 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 Paragzaph Number Acceptance of - Bonds and Insurancq........................................5.14 defective Work............................10.4.1, 13.5, 13.13 final payment ................. ...._...............9.1Z 14.13 insurance......................................................... 5.14 other Work by CONTRACTOR ..........................7.3 Substitutes and "Or -Equal" Items,,,,,,,,,,,,,,, ,,,,,¢.7.1 Work by OWNER..............................2.5, 6.30, 6.34 Access to the -- Lands, OWNER andCONTRACTOR responsibilities ............................................. 4. t site, related Work ............... ..---------- ._................. 7.2 Work ... ..................................... ..132. 13.14. 14.9 Acts or Omissions--, Acts and Omissions -- CONTRACTOR 6.9.1, 9.133 ENGINEER ..........................................6.20, 9,13.3 OWNER................................................... 0.20, 5 9 Addenda --definition of (also see definition of Specifications) ....... (1.6, 1.10, 6.19). 1.1 Addition,l Property Insurances ................................. 5.7 Adjustments - Contract Price or Contract Times ............................ Li. 3.5.4.1.4.3.? 4.5.2. .............................4.5.3, 9.4. 9.5, 10.2-10.4, .........................................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....................................................11.8 Amending, Contract Documents., .............................. 3.5 Amendment. Written.. ingeneral................1.10, 1.45. 35. 5.10, 5.112, 6.6.2 ..........................6.8.2, 6.19, 10.1, 10.4. 11.2 ....................................12.1, 13.12.1­ 14.7.2 Appeal, OWNER or CONTRACTOR intent to.. 9.10. 9.1 I, 10.4. 16.2. 165 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, t5.5 progress payment......................................14.1.14.7 review of ...._........................ ..................... 14.4-14.7 .arbitration.................................................... 16.1-16.6 Asbestos -- claims pursuant thereto ..... ...............4.5.2, 45.3 CONTRACTOR authorized to stop Work,,,...,.,, 3.5.2 definition of ... ................ ........................... I ......... IA Article or Paragraph Number OWNER responsibility for............................„q.5.1, 8.10 possible price and times change........._ .............4.52 Authorized Variations in Work,......,, j.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 S (1.1, 1.10, 2.3, 33, ........................4.2.6.4, 6.13, 11.4.3, 11.9.1)� Bidding Documents-d6inition of...................................................1.6 (6.8.2) Bidding Requirements -definition of..........................................1.7 (1.1, 4.2.6.2) Bonds -- acceptance of, .......... .......................... ............ 5.14 additional bonds..................................10.5. 11.4.5.9 Cost of the Work............................................11 S:4 definition of.......................................................1.3 deI ivery of ...................................... _........... 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.................................5 Builder's risk "all-risk" policy form .............. ...........3.6.2 Cancellation Provisions, Insurance__.__.: 5.4.1 1, 5.8. 5.15 Cash Allowances, .................................................... 11.3 Certificate of Substantial Completion..,..,.. 1.38. 6.30.2.3. 14.3, 14.10 Certificates of Inspection..._.............9.13.4, 13.5, 14.12 Certificates of tnsunnce_______,_,,, 2.7, i.3. 5.4.13, ._....................3.6.5. 5.8. 5.14, 9.13.4. 14.12 Change in Contract Price -- Cash Allowances ................................ ........ I...... 11.8 claim for price adjustment.............4. I, 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 CONTRACTORS fee.........................................11.6 Cost of the Work general ............................................... 1 1.4-11.7 Exclusions to._ ............................................ I Li Cost Records.....................................................11.7 in general.............1.19, 1.44. 9.1 I, 10.4.2, 10.4.3, 11 Lump Sum Pricitg..........................................11.3.2 Notification.of Surety .... ....... ........... .... I .......... ...10:5 Scope of .................. ........................ ........... 10.3-10.4 Testing and Inspection. Uncovering the Work .................................. 13.9 EICDC GENERAL CONDITIONS 1910-3 (1990 EDmDrn wl CITY OF FORT COLLINS MODIFICATIONS (REV 9199) Unit Price Work 11.9 CONTPACTOWs Fee Article or Paragraph Number Value of Work ........................................... 11.3 Change in Contract Times - Claim for times adjustment... .... :A. 1, 4.2.6, 4.5. 5.15, ............ 6.8.2, 9.4; 9.5. 9.11, 10.2. 10.5. 12. 1, ............... 13.9, 13.13, 13.14, 14.7, 15.1, 15.5 Contractual time limits.....................................122 Delays beyond CONTFLACTORs control ......................................................... 123 Delays beyond OWNER's and CONTRACTORs control 12.4 Notification of surety ... .................................... 10S Scope of change .......... ................ .... 10.3-10.4 Change Orders -- Acceptance ofDofective Work .......................... 13.13 Amending Contract Documents . ........................... 1.5 Cash Allowances 11.8 Change of Contract Pricq ...................................... I I Change of Contract Times ...................................12 Changes in the Work..- ................ ...................... 10 CONTRACTOR-. fee 11.6 Cost of the Work 11.4-11.7 Cost Records 11.7 definition of 1.9 emergencies ...................................................... 0.23 ENGINEERS responsibility ........ M. 10.4. 11.2, 12.1 execution of .....................................................10.4 Indern nifictiort .........................6.12, 6.16, 6.31-6.33 Insurance, Bonds and .......... 5A0, 5.13, 10.5 OWNER may term inatc .............................. 15.2-IS.4 OWNIERs Responsibility ............................. $.610.4 Physical Conditions - Subsurface and Underground Facilities, ............................ �..4.2 3.2 Record Documents 6.19 Scope of Chang........................................ 10.3-10.4 Substitutes ........................................... 7.3. 6.8.2 Unit Price Work 11.9 value of Work, covered by ................................. IL3 Changes in the Work_ ..................... .................... _J0 Notification of surety..........._.------_.................10.5 OWNERs and CONITRACTORs responsibilities ........................................... 10.4 Right to an adjustment ....................... .............. 10.2 Scope of change ........................................ 10.3-10.4 Claims -- against CONTRACTOR .............._....................6.16 against ENGINEER ....... ................................. j6.32 against OWNER ........................ I ....................... 6.32 Change of Contract Price ............ _ ............9.4, 11.2 Change of Contract Times, ..................... .... 9.4, 12.1 CONTRACTORs ..... ....... 4. 7. 1; 9.4. 9.5. 9,11. 10.2. ...........................11.2, 11:9, 12.1, 13.9, 14.8, 15.5. IT3 11.6 Article or Paragraph Num ber CONTRACTOR!s liability ...... .... 5.4, 6.12, 6.16, 6.31 Cost of the Work Decisions on Disputes.............................9.11, 9.12 Dispute Resolution ........................ ................... 16.1 Dispute Resolution Agreement ................... 16. 1 --i6.6 ENGfNEER as initial interpreter ....................... 9.11 Lump Sum Pricing ..................... ................ ... 11.3.2 Notice of . . ...... ........ * .... * ....... ......... * . ........... 1.7.3 OWNER's, ................... ?.4, 9:5, 9.11, 10.1 11.2, 113 ....................... 12.1. 13.9, 13.13. 13.14. 17.3 OWNFR!s liability ..................... ......................... 5.5 OWNER may refuse to make paym ent, ................ 14.7 Professional Fees and Court Costs Included 17.5 request for formal decision on ............................9.11 Substitute Items 6.7.1.2 Time. Extension.................................................12.1 Time requirements ....................................9.11, 12.1 Unit Price Work 11.9.3, Value of j.1.3 Waiver 0 -.on Final Payment .................. 14.14, 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'j Cornmunications-- .general ................................... .......... 6.? 6.9.2, 8.1 Hazard Communication Programs ....................... 6 - 22 Completion - Final Application for Payment .......................... 14.1-7 Final Inspection— .......................... 11 .............. 14.11 Final Payment and Acceptance ................. 14.13- 14.14 Partial Utilization 14.10 Substantial Completion .................... J.38, 14.8-14.9 Waiver of Claims 14. 15 Computation of Times ............................... 17.2.1-0.2.2 Concerning Subcontractors, Suppliers and Others 6.M.1 I Conferences -- initially' acceptable schedules ..... ......................2_9 preconst ruction..................................................2.8 ... * .................................... 7.8 Conflict, Error, Ambiguity., Discrepancy - CONTRACTOR to Report... ........................ 2.5, 33.2 Construction, before starting by CONTRACTOR 2.5-2.7 Construction Machinery. Equipment, etc .................. 6.4 Continuing the Work ..................................... 6.29, 10.4 Contract Documents - Amending..........................................................3.5 Bonds 5.1 ......................... EICDC GENERAL CONDMONS ivies 11990 EDI nON) W/CITY OF FOU'OLUMMOMMATTO'," 'rRV "W) Cash Allowances.............................._.-_..,_...„11.8 Article or Paragraph Number Change of Contract Price.......................... .......... 11 Change of Contract Times .................................. 12 Changes in the Work................................to.4-10.5 check and verify................................................2.5 Clarifications and Interpretations ............... :......... 32, 3.6. 9.4. 9.11 definition of .......................................... 1.10 ENGINEER as initial interpreter of, ................. 9.11 ENGINEER as OWNER's representative..............9.1 gcneral3 Insurance........................................................... Intent........................................................3.1-3.4 minor variations in the Work... ........... .......... ......3.6 OWNER's responsibility to furnish data .............. 8.3 OWNER's responsibility to make prompt payment ..........................8.3, 14.4, 14.13 precedence ................................................ 3-1. 3.3.3 Record Documents............................................6.19 Reference to Standards and Specifications. of Technical Societies 3.3 RelatedWork ...................................................... 2 Reporting and Resolving Discrepancies;..„.. 2.5, 3.3 Reussof. .............................................. ........ ..3.7 Supplementing ....................... ::......................... 3.6 Termination of ENGRTEER's Employment ---------- 8.2 Unit Price Work................................................11.9 variations..........................................3.6, 6.23, 627 Visits to Site, ENGINEER: s................... ......... .--- 9.2 Contract Price - adjustment of„ .............. 3.5, 4.1, 9.4. 10.3, 11.2-11.3 Changeof.............:.............................................I I Decision on Disputes........................................9.1I 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 of ......................................................1.12 CONTRACTOR- Acceptance of Insurance. ..............._........._...... 5.14 Communications 6.2, 6.9.2 Continue Work...._..................................6.29, 10.4 coordination and scheduling............................6.9.2 definition of ..................................................... 1.13 Limited Reliance on Technical .Data Authorized.._.....................................4.22 May Stop Work or Terminate............................15.5 provide site access to others,,,,,,,,,,,,,,_,,,,,,, 7.2, 13.2 Safety and Protection ...................43.1.2, 6.16, 6.18, ...................................... 6.21-6.23, 7.2, 13.2 Shop Drawing and Sample Review Prior to Submittal........................................6.25 Stop Work requirements..................................4.52 CONTRACTOR, Article or Paragraph Number Compensation ........................ .......... .......... 11.1-11.2 Continuing Obligation........:............................14.15 Defective Work...............................9.6, 13.10-13.14 Duty to correct defective Work,,,,,,,,,,,,,, ,,,,,,,,,,,I3.11 Dutyto Report -- Changes in the Work caused by Emergency ........................................... 6. 23 Defects in Work of Others ......................... ..7.3 Differing conditions...................................4.2.3 Discrepancy in Documents,,.,..,, 2.5. 3.3.2, 6.I4.2 Underground Facilities not indicated ........... 43.2 Emergencies .................................. _....... _... _:6.23 _.. Equipment and Machinery Rental, Cost of the Work ........................................... 11.4.5.3 Fee --Cost Plus11.4.5.6, 11.5.1, 11.6 General Warranty and Guarantee .......................6.30 Hazard Communication Programs .....................6.22 Indemnification.......,................ .12, 6.16. 6.31-6.33 Inspection of the Work..............................7.3, 13.4 Labor, Materials and Equipmcnt....................6.3-6.5 Laws and Regulations, Compliance by ............. 6.14.1 Liability Insurance .............................................. 5.4 Notice of Intent to Appeal.........................9.10. 10.4 obligation to perform and complete theWork....................................................0.30 Patent Fees and Royalties, paid for by ................ 6.12 Performance and Other Bonds ...................... - 5.1 _... Permits, obtainedandpaid for by.......................0.13 Progress Schedule ........................... 2.6. 2.8. 2.9, 6.6, ........................................k.29. 10.4. 15.2.1 Request for formal decisionon disputes,,,,,,,,,,,,,, 9.11 Responsibilities -- Changes in the Work., .......................... M.1 Concerning Subcontractors, Suppliers and Others.........:.................I......... Continuing the W-or........... ............... 6.29, 10.4 CONTRACTOR's expense .......................... 6.7.1 CONTRACTOR's General Warranty and Guarantee 6.30 CON fRACTOR's review prior to Shop Drawing or Sample submittal ........ 6.25 Coordination of Work ..................... I.......... 6.92 Em crgencics............................................... 6.23 ENGINEER's evaluation: Substitutes or "Or -Equal" Items.............................6.7.3 For Acts and Omissions of Others.............................6.9-1-6.92, 9.13 for deductible amounts, insurance ................. i.9 general.......................................:9, 7.2, 7.3, 8.9 Hazardous Communication Programs..,....... 6.22 Indemnification ...................................6.31-6.33 vi1 EJCDC GENEFLAL CONDITIONS I9I0-3 (1990 EDITION) w! CITY OF FORT COLLINS MODIFICATIONS (REV 9199) Labor; Materials and Equipment...............6.3-6.5 Laws and Regulations ...... :.................... ...... 6.14 Liability Insurance ........................................ 5.4 Article or Paragraph Number Notice of variation from Contract Documents ........................................... 6.27 Patent Fees and Royalties.............................6.12 Permits.......................................................0.13 Progress Schedule ......................................... 5.6 Record Documents ..........................:......... .. 6.19 related Work performed prior to ENGINEER's approval of required submittals.............................................6.28 safe structural loading., ................ ... 6.18 Safety and Protection ...................., 13.2 Safety Representative...................................6.21 Scheduling the Work..................................6.9.2 Shop Drawings and Samples,,,,,,,,,,,,,,,,,,,,,,, 0.24 Shop Drawings and Samples Review byENGINEER .............................I........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. I Survival of Obligations................................6.34 Taxes..........................................................6.15 Tests and Inspections „,,,,,_. ----- 13.5 ToReport ..................................................... =.5 Use of Premises_..................0.16-6.18, 6.30.2.4 Review Prior to Shop Drawing or Sample Submittal ... ................................. :.... .25 Right to adjustment for changes in the Work .....10._2 right to claim ............. , 7.1, 9.4, 9.5, 9.11, 10.2,11.2, ..........11.9, 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 Submittal;, .... 6.24-6.29 Special Consultants, .... _--------- ..................... .... 11.4.4 Substitute Construction Methods and Procedures_6.7 Substitutes and "Or-EgLwI* Items, Expense...........................................6.7.1, 6.7. 2 Subcontractors, Suppliers and Others .......... 6.8-6.11 Supervision and Superintendence .... I .... 6.1, 6.2, 6.21 Taxes. Payment by ... ................. ................. ...... 17 Use of Prem iscs ......................................... 6.16-6.18 Warranties and guarantees ......................... 6.5, 6.30 Warranty of Title .............................................. 14.3 Written Notice Required -- CONTRACTOR stop Work or terminate ........ 15.5 Reports of Differing Subsurface and Physical Conditions ....................... 4.2.3 Substantial Completion .......................... eiii _....14.8 CONTRACTORS --other ............................ _.. _............ 7 Contractual Liability Insurance... ..........................:5'.4.I0 Contractual Time Limits :........... ............................. 12.2 Article or Paragraph Number Coordination— CONTRACT ORs responsibdity ........................6.9.2 Copies of Documents.................................I.............1)2 Correction Period ........ ...........................................13.12 Correction, Removal or Acceptance of Defective Wark-- in general,,.,.......„...„.................10.4.1, 13.10-13.14 Acceptance ofDefective Work., ......................... 13.13 Correction or Removal of Defective Work... .............................. 6.30, 13.11, Correction Period ...................... ......_......_......13.12 OWNER May Correct Defective Work..............13.14 OtWi ER May Stop Wort`.................................13.10 Cost_ ofTests and Inspections.....................................13.4 Records11.7 Cost of the Work -- .Bonds and insurance, additional ...................11.4.5.9 Cash Discounts..............................................11.4.2 CONTRACTOR's Fee.......................................11.6 Employee Expenses-, ...... . ... ...................... 11.4.5.1 Exclusions to :.......... ............. ............... ......:....... 11.5 General 11.4-1 1.5 Home office and overhead expenses ....................11.5 Losses and damages.....................................11.4.5.6 Materials and equipment, ............... _.............. I i.4.2 Minor expenses...........................................11.4.5.8 Payroll costs on changes.................................11.4. l performed'6J' Subcontractors,,,,,,,,,,,,,,„.._._„...,.11.4.3 Records 11.7 Rentals of construction equipment and machinery.......................................11 A.53 Royalty payments, permits anti license fees, ... I ...... I .................... - ......... 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 11.4.5.4 Tests and Inspection.......................................I..13.4 Trade Discounts,, .................................... ....... 11.4.1 Utilities. fuel and sanitary facilities..............11.4.5.7 Work atter regular hours ................ I ................ 11.4.1 Covering Work...............................................13.6-13.7 Cumulative Remedies ...................................... 17,4-17.5 Cutting fitting and patching .................................... 7.2 Data, to be furnished by OWNER ............. ....... I .......... .3 Day --definition of................................................17.3.2 Decisions on Disputes_ ................................... 9.11, 9.12 defective --definition of... ........ ......_................... .....:1.14 defctive Work -- Acceptance of... .. .................................10.4.1, 1J.13 EJCOC GENERAL CONDITIONS. 1910-8 (1990 FDITION) w/ CITY OF FORT COLLNS MODIFICATIONS (REV 9199) Correction or Removal of. ............... .....10.4.1, 1111. Correction Period . 13.12 .................. in general.........................................13. 14.7. 14.11 Article or Para6raph Number Observation by ENGINEER ...............................; 9.2 OWNER May Stop Work.................................13.10 Prompt Notice of De fects...................................13.1 Rejecting ........................ .... ....... ..... ..................9.6 Uncovering the Work ............... .... ..................... 13-8 Definitions.......................................I........................ 1 Delays.............................I........4.1.6.29, 12.3-12.4 Delivery of Bonds_ ................................................... 2.1 Delivery of certificates of insurance ............................2.7 Determ inations for Unit Prices ................................ 9.10 Differing Subsurface or Physical Conditions_ Noticeof......_............................_._...............,4.2.3 ENGNEER's Review ......................................._. 4.4 „ Possible Contract Documents Change .............4.2.5 Possible Price and Times Adjustments..............4.2.6 Discrepancies -Reporting and Resolving................................2.5. 3.3.2, 6.1 1.2 Dispute Resolution- Agreement................................................ ) 6.1-16.6 Arbitration .........................:...........:........... 16.1-165 generall6 Mediation........................................................16.6 Dispute Resolution Agreement ............. ............ 16.1-16.6 Disputes, Decisions by ENGINEER .................. 9.11-9.12 Documents -- Copiesof...... _ ......................................... Record 6.19 ........2.2 Reuseof.............................................................3.7 Drawings --definition or .......................................... L 15 Easements ..................................... 4...................... .;4.1 Effective date of agreement -- definition of..............1.16 Emergencics.......................................................4.. 6.23 ENGINEER -- as initial interpreter on disputes,,,,,,,,,,,,,,,, 9.11-9. 12 definition of ....................................................... I.17 Limitations on authority and responsibilities,.,,. 9.13 Replacement of .................................................. .Z Resident Project Representative ..........................:9.3 N ENGEER's Consultant -- definition o.(.......4..........1.18 ENGNEER's-- authority and responsibility, limitations on ........ 9.13 Authorized Variations in the Work.....................9.5 Change Orders, responsibility for_,,,,, 9.7, 10. 11, 12 Clarifications and Interpretations ............. 3.6.3. 9.4 Decisions on Disputes ................... ......... _ 9.11-9.12 defective Work, notice of...............................413.1 Evaluation of SubstituteItems ..........................6.7.3 Liability ...................................................6 32, 9.12 Notice Work is Acceptable .............................. 14.13 Observations...........................................6.3M 9.2 OWNEWs Representative ..._...._...._._.... ............9.1 Payments to the CONTRACTOR, Responsibility for.....................................9.9. 14 Recommendation of Payment .................... 14-4. 14.13 Article or Paragraph Number Responsibilities --Limitations on ... ...............9.11-9.13 Review of Reports on Differing Subsurface and Physical Conditions.............................4.2.4 Shop Drawings and Samples, review responsibility......... .................... .................. 6,26 Status During Construction -- authorized variations in the Work..................9;5 Clarifications andInterpretat imp ..................9.4 Decisions on Disputes ........................ 9.I1-9.12 Determinations on Unit .Price, ..................... 9.10 ENGINEER. as Initial Interpreter,.,,,..,. 9.11-9.12 FNGNEFR's Responsibilities ................9.1-9.12 Limitations on ENGINEER's Authority and Responsibilities..............................9.13 OWNER's Representative..............................9.1 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 ......... ........... ........... ..9.10 Visits to Site.......................................................9.2 Written consent required .............................. 7.2, 9.1 Equipment, Labor, Materials and .............. .......... 6.3-65 Equipment rental, Cast of the Work .................... 11.4.5.3 Equivalent Materials and Equipment ........................6.7 error or omissions..................................................0.33 Evidence of Financial Arrangements ........................8 11 Explorations of physical conditions ........................42.1 Fee, CONTRACTOR's--Costs Plus ...........................11.6 Field Order -- definition of ..................................................... 1.19 issued by ENGINEER ................................ 3.6.1, 9.5 Final Application for Payment,,.,, .... 1-......... I ...... ,,,14.12 Final Inspection ................................................... 14.11 Final Payment - and Acceptance..._................._.............14.13-14.14 Prior to, for cash alloyances...............................1 1.3 General Provisions .......................................... 17.3-17.4 General Requirements - definition of ..................................................... 1.-0 principal references to .............. �.6, 6A. 6.6-6.7, 6.24 Giving Notice................................................. ....... .17.1 Guarantee of Work -by CONTRACTOR.,,,.,,, 6.30. 14.12 Hazard Communication Programs._.......................6.22 Hazardous Waste— definition of, general...... _ _.................... .................................. 4.5 OWNF.R's responsibility for..............................$.10 EJCDC GLN1ULXL CONDMONS 1910.3 (1990 EDITION) w/ CITY OF FORT COLUNS MODIFICATIONS (REV 9/99) Indemnification ............................. 6.12, 6,16, 631.6.33 Initially Aoceptable Schedules....................._-._.......2.9 Inspection -- Certificates of..............................9-13.4. 13.5. 14.12 Final...........................................................14.11 Article or Paragraph Number Special, required by ENGINEER ........................9.6 Tests and Approval ........................... 3,7, 13.3-13.4 Insurance — Acceptance of, by OWNER ...................... ........ J.14 Additional, required by changes in the Work ...................................:....... 11 A.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, 9.134, 14.12 completed operations ,.,_,,.,,•,.,•,.•.................•„5A.13 CON"TRACTOR's Liability ..................................5.4 CONTRACTOR's objection to coverage,,,,,,,,,,,,, 5.14 Contractual Liability .... ................................. 5.4.10 deductible amounts, CONTRACTOR's responsibility ................................................3.9 Final Applicaton for Payment .........................14.12 Licensed Insurers ................................................ 5.3 Notice requirements, material changes ........ 5.8, 10.5 Option to Replace ................`--.-................ , ---- ,., 5.14 other special insurances„ .................. . ... ......... .5.10 OWNER as fiduciary for insureds ............... 5.12-5.13 OWNF.R's Liability 5.5 OWNLR's Responsibility ......................I..............8.5 Partial Utilization, Property Insurance...............5.15 Property................................................... J.6-5.10 Receipt and Application of Insurance Proceeds..............................................3.12-5.13 Special Insurance ............................................. 5.10 Waiver of Rights..............................................5.11 Intent of Contract Documents ................................ 3.1-3.4 Interpretations and Clarifications .................... 3.6.3, 9,4 Investigations of physical conditions,,,,,,,,,,,,,,,,,,,,,,,,, 4.2 Labor, Materials and Equipment ................... Lands -- and Easements...................................................$A Availability of ................. ._......................... ..1, 8.4 Reports and Tests.................................................8.4 Laws and Regulations --Laws or Regulations- Bonds........................................................5.1-5.2 Changes in the Work*......... .......................3.1 CONTRACTOR's Responsibilities ,,,,,,,,,,,,,,,,,,,,,0.14 Correction Period, defective Work,,,,,,, 13.12 Cost of the Work, taxes................................11.4.5.4 definition of ................... .................................. 1.22 general6.14 Indemnification 6.31-6.33 Insurance.......................................................... 5.3 Precedence.,;-.. . ..................... ...... 3.3.3 Reference to....................................................3.3.1 Safely and Protection................................6.20, 13.2 Subcontractors, Suppliers and Others ............ 6.8411 Article or Paragraph Number Tests and Inspections .... ..................... ........ 13.5 Use of Premises.................................................0.16 Visitsto Site.......................................................9.2 Liability Insurance-- CONTRACTOR's............................................... 5A 0 W NE Rs—........................................................5. 5 Licensed Sureties andInsurers... ..................... ........ 53 Liens - Application for Progress Payment .......................14.2 CONTRACTOR's Warranty ofTitic„..................14.3 Final Application for Payment ..........................[4.12 definition of ........................................................ 1.23 Waiver of Claims.................:........„.,_.,,,,,,,.,.,14.15' Limitations on ENGINEER's authority and responsibilities ..................................................9.13 Limited Reliance by CONTRACTOR Authorized.......................................................1. i 2 Maintenance and Operating Manuals -- Final Application for Payment .........................1 4.12 Manuals (of others)-- Precedence................__.__._...-................_..3.3.3. f Reference to in Contract Documents ,,,,.,,,,,,.„...,3.3.1 Materials and equipment — furnished by CONTR4CTOR .............................. 6.3 notincorporated in Work ,.................................14.2 Materials or equipment —equivalent ,,,,,,,,4 ...... .7 Mediation (Optional),,,,,,,,,,,,,,,,,,,, ............. ...:....... .16.7 Milestones --definition of... .... ........ .... J.124 Miscellaneous-- Com putation of Times........ _...... .......................17.2 Cumulative Remedies ........................................ 17.4 Giving Notice............................4.......................1741 Notice of Claim .................................................. 17.3. Professional Fees and Court Costs Included 17.5 Multi -prime contracts..................................................7 Not Shown or Indicated .......................................... 4.3.2 Notice of -- Acceptability or Project.....................................14.13 Award, definition a(.................4.......................1.25 Claim............................................................17.3 Defects,13.1 Differing Subsurface or Physical Conditions...._ 4.2.3 Giving. ...... :... ..................................... 4............ 17.1 Tests and Inspections........................................133, Variation, Shop Drawing and Sample.................6.27 Notice to Proceed — definition of ..................................................... 1.26 givingof ........................................................... 2.3 ErcuC GENERAL CONDITIONS 1910-8 (1990 EDITION) wl CITY OF FORT .COLLINS MODIFICATIONS (REV 9/99) Notifiration to Surety_ .............. ­ * ­ ... * ...... .. * * .... i * 10.5 Observations, by ENGfNEER ......... _: ............... U0, 9.2 Occupancy of the Work * ............ I ... -5.15. 6.30.2.4. 14.10 Omissions or acts by CON'rRACTOR . ............... 0-9,9.13 Open Peril policy form, Insurance ..........................5.6.2 Option to Replace .................................................... 5.14 Article or Paragraph Number "Or Equal" Items., .......................... ....... ................. 6_7 Other work 7 Overtime Work --Prohibition of .................................. 6.3 OWNER -- Acceptance of defective Work,,,,,,,,,,,,,,,,,,,,,,,,,, 13.13 appoint an. ENGINEER . .......................... ........... 8.2 as fiduciary ............................................... ?. 12-5.13 Availability of Lands, responsibility„ ................... 4.1 definition o( 1. 427 data, furnish ......................................................8.3 May Correct Defective Work ....................... ... 1114 May reftsa to make payment.„ . ............ 11 .....1.4.7 May Stop the Work .........................................13.10 May Suspend Work, Terminate._._................B,S, 13.10, 15.1-15.4 Payment, make prompt. .................... 3, 14.4, 14.13 performance of other work .................................. 7.1 permits and licenses, requirements,,,,,,,,,,,,,,,,,,, 613 purchased insurance requirements ............... 5.6-5.10 OWNER's-- Acceptance of the Work ..............................6.30.2.5 Change Orders, obligation to execute., .... .... 8.6, 10.4 Communications ................................................ 3.1 Coordination of the Work 7.4 Disputes, request for decision ............................9.11 Inspections, tests and approvals„ ........... .... 8.7, 13.4 Liability Insurance .............................................. 5.5 Notice of Defects ............. j 3.1 Representative --During Construction, ENGINEERs Status .................... 91 Responsibilitics-- Asbestos. PCBs. Petroleum, Hazardous Waste or Radioactive Materiat 8.10 ChangeOrders ..............................................8.6 Changes in the Work ................................ _ 10.1 communications 8.1 CONTR,ACTORs responsibilities..., *...... &9 evidence of Financial arrangements ........... _8. 11 inspections, tests and approvals,,,,,,,,,,,,,,,,,,,,, 33 insurance ** .................................... $ 5 lands and easements 8.4 prompt payment by.. ...................................... 8 replacement of ENGINEER ...........................8.2 reports and tests ............................................8.4 stop or suspend Work ....... 3.S. 13.10, 15.1 terminate CONTRACTORs services ............. $.S' 15.2 separate representative at site .............................. 9.3 testing, independent ......................................... 13.4 use or occupancy of the Work,,,,,,,,,,,,,,,,,,,,,,,,, 5.15. 630.2.4, 14,10 written consent or approval required ............................. ........... 9.1. 63, 114 EJCDC ULN M-AL CONDITIONS 1910-8 (1990 LDMON) w/ CITY OF FORT COLL MMOMFICAITONS (REV 9/99.1 Article or Paragraph Number written notice required .......................... 7.1, 9-4. 9-11, ......... * ....... .... * ............ * [1.1- 119, 14.7. 15.4 PCBs -- definition of ......................................................1.29 general.............................................................. 4.5 OWNER's responsibility for..........................I....8.10 Partial Utihzaticn- deFmition of ....."...............................................1.28 * .............. ......... 1.28 general 6.30.2.4. 14. 10 Property Insurance ....................................... L ..... 5.15 Patent Fees and Royalties„...,...,-„ .............. ............ 6.12 Payment Bonds ....................................... ........... 5.1-5.2 Payments, Recommendation of .............. 14.4-147. 14.13 Payments to CONTRACTOR and Completion - Application for ProgressPayments, ... ................142 CONITPACTOR's Warranty of Title,,,,,,,,,,,,,,,,,,, 14.3 Final Application for Payment .........................14.12 Final Inspection ...............................................I 4.11 Final Payment and Acceptance,,,,,,,,,,,,,,, 14.13-14. 14 general.................... .................................... 8.3, 14 Partial Utilization 14.10 Retainage..........................................................14.2 Review of Applications for Progress Payments ................................ 14.4-14.7 prompt payment ..................................................3.3 Schedule of Valuesk ...... :;' ................... ............ ­14.1 Substantial Completion, .............................. 14.8-14.9 Waiver of Claims, ............................................ 14.15 when payments due ................................. 14.4, 14.10' withholding payment-_-. .............. .....*... ..... ** ........ 14.7 Performance Bonds ............................................5 -5- Permits ............................................................. 6-13 Petroleum -- definition of ......................................................1.30 general...................... ....................................... 4.5 OWNER's responsibility for...............................8.10 Physical Conditions -- Drawings of; in or relating to._,,.. .................. 4-2.1.2 ENGINEER'S review 4.2.4 existing structures ........................... _ .......... general4-2.1.2 .......................................... ............... Notice of Differing Subsurface or..................... 4.2.3 Possible Contract Documents Change-„-,.......... 4.15 Possible Price and Times Adjustments,,,,,,,,,,,,, 426 Reports and Drawings ......................................4.2.1 Subsurface and ...............................4.2 Subsurface Conditions 42.I.1 Technical Data, Limited Reliance by CONTRACTOR Authorized 4 12 Underground Facilities-- general........................................................4.3 Not Shown or Indicitcd 4.3.2 Protection of.........................................4.3, �6.20 xii Article or Paragraph Number Shown or Indicated 4.31 Technical Data 4.2.2 Preconstruction Cmifcrencq ............. _ ......... ............. 2.8 Preliminary Matters .......................... .......................... ' Preliminary Schedules ..............................................2.6 . Premises, Use of............................................. . 6.16-6.18 Price, Change of Contract...........................................1 Price, Contract--dermition of ................................. 111 Progress Payment, Applications for_..................... J4.2 Progress Payment--retainage, .............. ..... 14.2 Progress schedule, CONTRACTOR's ............ '16. 2.8, 2.9, ................................. 6.6, 6.29, 10.4. 15.2.1 Project --definition of ......... ..................................... 1.31 Project Representative-- ENGINEERs Status DuringConstructior; ............ 9.3 Prqject Representative, Resident -definition of ..... 0, prompt payment by OWNER_ .................................. 8.3 Property. Insurance -- Additional.........................................................5.7 ggeneral5.6_5. 10 Partial Utilization ................................5.15. 14.10.2 receipt and application of procceds: ........... 5.12-5.13 Protection, Safety and .............................. 6.20-6.21, 13.2 Punchlist ......... _; ....... . ..... ; ............................... 14.1 1 Radioactive Material— defintion of .... ........ **"*"""*.......... **'* ......... * ........ . 1.32 general4.5 OWNEWs responsibility for ............. ................ $. io Recommendation of Payment,,,,,,,,,,,,,,,, 14.4, 14.5, 14.13 Record Documents....._ ......... ................. .... §.19, 14.12 Records, procedures for maintaining ........... .............. ).8 Reference Points .......................................................4.4 Reference to Standards and Specifications of Technical Societies .........................................3.3 Regulations, Laws and(or) ....................... .............. 6.14 Rejecting Defective Work . ............... I ......... I ............... 9.6 Related Work -- at Site 7.1-7.3 Performed prior to Shop Drawings and Samples submittals review ...................... 6.28 Remedies. cumulative,...__..... ..................... PA, 17.5 Removal or Correction ofDtftc1ivt Work 13.11 rental agreements. OWNER approval required 11.4.5.3 replacement of ENGINEER, by OWNER ........ I ........... : .2 Reporting and Resolving Discrepancicq ................................ 2.5, 3.3.2, 6.14.2 Reports -- and Drawings .................................................4.2.1 and Tests, OWNER's responsibility......................8.4 Resident and Project Representative -- definition of,,,,,,,,,,,,,,.,, 1. 33 provisionfor ............................ ................................ 9-3 EJCDC GENERAL CONDITIONS 1910 -3 (1990 EDITION) W/ CITY OF FORT COLLINS&IODIRCATIONS (REV 9/99) Article or Paragraph Num her Resident Superintendent, CONTRACTOR's,............... 6.2 Responsibilities-- CONTRACTORs n general..................................6 ENGLV EER's-in general..................................I.....9 Limitations on ............................................ 9.13 OWNER's-in general..............................................8 Retainage............................................................14.2 Reuse of Documents..................................................3.7 Review by CONTRACTOR: Shop Drawings and Samples Prior to Submittal ..........................6.25 Review of Applications for Progress Payments ..... ................................. 14.4-14.7 Right town adjustment .................. ....................__.10.2 Rights of Way....._.._ ................-- ....................._.4.1 Royalties, Patent Fees and......................................6.12 Safe Structural Loading..........................................6.18 Safetv-- and Protection................................4.3.2, & 16, 6.1 S, _._..._..... ...... .......... --- 6.20-6.21, 7.2. 13.2 general .................................................... 5. 20 -6. 23 Representative, CONTRACTORN.......................6.21 Samples -- definition of......................................................11.34 general .: .......... ................................. .... .. 6. 24-6.28 Review by CONTRACTOR ......................... _. _. 6:25 Review by ENGINEER ..............................6 26, 6.27 related Work.....................................................6.28 submittal of...--- ................._...-..........._..._. o.24.2 submittal procedures.........................................6.25 Schedule of progress.............................?.6, 2.3-2.9, 6.6. .........D'r.wi'n'....ad. ..inIp...6.29, lo.4, 15.2.1 Schedule of Shop Drnwingand Sample Submittals..............................1.6, 2.8-2.9, 6.24-6.28 Schedule of Values ................................2.6, 2.8-2.9, 14,1 Schedules— Adherence to..................................................15.2.1 Adjusting.......................................................... 6.6 Change of Contract Times....„ ...........................10.4 Initially Acceptable_ ................ _................:2.8. 2.9 Prctim inary ................................................_....... 2.6 Scope of Changes, ..................................... 10.3-10.4 Subsurface Conditions .............. I ......... I ................ 4.2.1.1 Shop Drawings -- and Samples, general.... ............................ 6.24-6.28 Change Orders & Applications for Payments, and . ........ .............. .... ............. .9.7-9.9 definition of ..................... ................................ 1.35 ENGEJEER's approval of ............ ................. ..... 3-6.2 ENGMI ER's responsibility for review ..................................... 9.7, 6.24-6:28 related Work_ ._....... ................................... .._.6.25 review procedures ...................... .......... 2.8,fi 24-6.2S Article or Paragraph Number submittal required................................................6.24.1 Submittal Procedures ............. ............. I ........ ..... ,6.25 use to approve substitutions: ............................ .6J.3 Shown or Indicated...............................................4.11 Site Access......................................................7.2. 13.2 Site Cleanliness'..................................................... 6.17 Site, Visits to — by ENGUEER.......................................... 9.2. 13.2 byothcrs...................... ..........:.............._.........13.2 "special causes of loss' policy form, insuranoe........................................................ `.6.2 definition of.....................................................1.36 Specifications— defmation of ....................... ......................... _, J.36 of Technical Societies, referenceto...................3.3.1 precedence., .................................................... 3.3.3 Standards and Specifications of Technical Societies ........................................ 3.3 Starting Construction, Before ...............................2 5-2.8 Starting the Work, .......................................... ....... .4 Stop or Suspend Work -- by CONTRACTOR...........................................13.5 by OWNER ........................... ......3.8, 13.10, 15.1 Storage of materials and equipment .....................4.1, 7.2 Structural Loading, Safety ....................................... 6.18 Subcontractor— Concerning...............................................6.8-6.11 definition of. ..................................................... 1.37 delays... _... ._.._.............. ................................1_.3 waiver of rights......................................I.........6.11 Subcontractors --in general.................................6.3-6.1 I Subcontracts --required provisions „........5.l t, 6.1 L 11.4.3 Submittals — Applications for Payment.................................14.2 Maintenance and Operation Manuals...............14.12 Procedures.......................................................0.25 Progress Schedules ..................................... 2.6, 2.9 Samples...................................................6.24-6.28 Schedule of Values.....................................26, 14.1 Schedule of Shop Drawings and Samples Submissions......................................2.6, 2.8-2.9 Shop Drawings ........................................ 6.24-6.23 Substantial Completion -- certification of,,,,,,,,,,,,,,,,,,,,,,,,,,, 6.30.2.3, 14.8-14.9 definition of.....................................................1.38 Construction Methods or Procedures ........ 6.7.2 _Substitute Substitutes and "Or Equal" Items .... ..,..*...................6.7 CONTRACTOR's Expense ... .......................... .7.1.3 ENGINEER's Evaluation ................................ 6.7.3 "Or -Equal ......................................................3.1.1 Substitute Construction Methods xBl E1CDC GENERA. CONDITIONS 1910-a (1990 EDITION w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number or Procedures.............................................15.7.2 Substitute Items ............................................. 6.7.1.2 Subsurface and Physical Conditions -- Drawings of, in or relatngto ........................4.2. 1.2 ENGINEER's Review4.2.4 general..............................................................42 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 Reports and Drawings.._..................... .............4.11 Subsurface and 4.2 Subsurface Conditions at the Site...................3Z L I Technical Data ............................. .......... 4.2.2 Supervision— COINTRACTOR's responsibility ...................... _...6. I OWNER shall not supervise................................8.9 ENGINEER shall not supervise,,,,,,,,,,,,,,,, 9.2.9.13:2 Superintendence.................................................I.... 6.2 Superintendent, CONTRACTOR's residrnt ...............6.2 Supplemental costs ........................................... . 11.4.5 Supplementary Conditions -- definition of......................................................1.39 principal references to.................1.10, 1.18, 2.2, 2.7, ......_............... a 2, 4.3, 5.1, 5.3, 5.4, 3.6-5.9, .....*.......... 5.1 I, 6.8, 6.13, 7.4, 8:11, 9.3, 9.10 Supplementing Contract Documents ,,,,,,,,,,,,,,.......-,,,3.6 - Supplier-- - definition of.....................................................1.40 principal references to,,, ........ 3.7, 6.5, 6.M.11, 6.20, ..........................................6.24.9.13, 14.12 Waiver of Rights...............................................6. t 1 Surety— . consent to [inal payment ........................14.12, 14A4 ENGINEER has no duty to ................................ 9.13 Notification of..................................10.1. 10.5. 15.2 qualification of., .................. ... ­ ............... Survival of Obligations...........................................6.34 Suspend Work, OWNER May ....................... 13.10, 15.1 Suspension of Work and Termination-,......................15 CONTRACTOR \%Iay Stop Work or Term irate .....................: ...-..-..--..-15.5 OWNER May Suspcnd Work ... ,,,,,,,,,,,,,,,,,,„-,-„15.1 OWNER May Term inattz „.I5:2-15.4 Taws --Payment by CONTRACTOR ....................... 6.15 Technical Data -- Limited Reliance by CONTRACTOR...............:4.2.2 Possible Price and Times Adjustments ..... ........ .4.2.6 Reports of Differing Subsurface and Physical Conditions ................. ......_........... 4 2.3 YIv Temporary construction 'facilities ............................... .1 Article or Paragraph Number Termination — by CONTRACTOR ........................................... 15.5 by OWNER ....................... ................ J.S, 15.1-15.4 of ENGINEER's employment ...............................$? 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 to ........ ...................... 13.6-13.7 Laws and Regulations(or)................................ 13.5 Notice of Defects......-...-_..................................13.1 OWNER Nlay Stop Work.................................13.10 OWNER's independent testing ..........................13.4 special, required by ENGINEER ................. ........9.6 timely notice required,,,,,,,,,,,,,, ................13.4 Uncovering the Work, at ENGINEER's request ................ _..._..........................13.8-13.9 Times -- Adjusting...........................................................6.6 .Change of 'Contract ..................... I ........................ 12 Computation of.................................................17.2 Contract Times --definition of1.12 day...........................................................17.2.2 ,Milestones............................:.............................12 Requirements-- appeals.................................................9.10, 16 clarifications, claims and disputes, ................. 9. 1 L 11.2. 12 Commencement of Contract Times,,,,,,,,,,,,,,,, 2.3 Preconstruction Conference,,,,,, ,2.8 schedules .........................................._.6, >2.9. 6.6 Starting the Work.........................................2.4 Title, Warranty of, ................................................. 14.3 Uncovering Work. ....................... ................ 13.8-13.9 Underground Facilities, Physical Conditions— detinition of.................................................._.I.41 Not Shown or Indicated.. ........................... ..... 4.3.2 protection of ......................... ................ _ -4.3, 6.20 Shown or IndicateJ4.3.1 Unit Price Work — claims.........................................................1.1.9.3 definition of .................................................... 1.42 general)1.9, 14.1, 14.5 Unit Prices-- general11.3.1 Determination for..........................„._.„...„...,.,9..10 Use of Premises..............................6.16, 6.18. 6.30.2.4 Utility owners............................6.13, 6.20, 7.1-7.3. 13.2 UtiGmtion, Partial ....... ............ 1.28,>.15, 6.30.2.4, 14,10 Value of the Work...................................................11.3 Values. Schedule of..............................2.6. 2.8-2.9, 14.1 E1CDC GENE LILL CONDITIONS 1910.5 (1990 EDITION) w/CITY OF FORT COLLINS MODIFICATIONS (REV 9199) T a T Ill GRC SLEEVE INSTALLED IN POLE CASE AS SI10WN FOR GROUNDING 6onD [I" soFr DRAWN caNDucTOR. BANE Cut GROUND wlflE FROMGROUNDINGLW �314- CHAMFER ALL EXPOSED EDGES AT BASE OF POLE TO GROUND ROD. ..e �T rOP OF FOUNDATION SHALL BE SET LEVEL 0 FLUSH WITH 24•MIN. HANDSCAPESURFACEORr AOOVE FINISHED GRADE IN LANDSCAPEAREal L- SCHEDULE 4U WGSSI2E AS NOTED ON %NHS) —W OM X HY-0UC. COfN•ER CLAD DRIVEN GROUND ROD a- (MIN.) BELOW SURFACE AND V (MIN.) AWAY FROM CONCRETE BASE. EXOTHERMIC WELD CONDUCTOR TO GROUND ROD. ELEVATION 6ECTIDN VIEW DONE NOTES: I. LIGHT STANDARD FOUNDATION REINFORCEMENT PER STRUCTURAL ENGINEER STPMPED FOUNDATION PIAN. 2. DIMENSION FOR ANCHOR BOLT SPACNG MY POLE MANUFACTURER, 3. CONTRACTOR SHALL INSTAL A FUSE AND WEATICT PROOF FUSEHOLDER AT EACH TYPE IT POLE SASE. 4. FOUNDATION DETAILS ALE INCLUDED ONLY TO SHOW ELECTRICAL COMPONENTS, n PEDEST�IQ,NmPOLE FOUNDATION DETAIL A NOT TO 2 West Mynle Alley -Downtown Alley Enhancements MOUNTING. SURFACE! PANEL'LCC3'-..1-,_,._-11201240V-1PH-3W I` NEW I ENCLOSURE INSIDE NEMA4 ENCLOSURE_' FEEDER' TOP I Mmum AIC T10.00DPMPS It001PMP5 ]N,N LUGS ONLY LEFT PHASE LOAD RIGHT PHASE LOAD W DESCRIPTION P Sue JOUDI II L2 Is L2 Goal W. P DESCRIPTION GO L PEDESTRIAN LTG. N. 1 20 1 320 400 125 525 Aso 200 680 �M 460 2 20 1 PEDESTRIAN LTG. S. L L L PEDESTRIANLTG. N. STRINGGL03E LTS. N. 1 1 20 20 3 5 ] 9 11 13 15 115 435 4 6 6 10 12 20 20 20 20 20 1 1 1 1 I PEDESTRIAN LTG. S, SPARE SPARE SPARE SPARE L L STRINGGLOSE LTS.S. 1 20 SPARE 1 20 SPARE 1 20 SPACE ONLY SPACE ONLY i 180 "a 14 15 1 LCC3 LTG. CTL,CIRCUIT MI 16 15 1 LCC3 Mr REC. R _I •.- _ •.••. __r_. I-dRECEPTACLES(REMNNING) Ills 1155 TOMI Comma[bE VA I 2300.Twai Dan-,. VA W(3)Hu.ea LOAD CD CONINIOCIED1 0 FACT. MalKV "-� LIGHTING L 19MVA 125 RECEPTACLESOSTI000O) R 180rVA 1.00 0ISW RempMde R ',VA O50 000MOTOR(LARGEST) L180iVMTow ._MOTORS(REAWNING) _r_.ELECTRIC --_. _ELECTRICA KL 0,VA 125 0Do.r 61R 0', VA 1.00 000 HEAT H 0 VA 1.25 0.00 MSC. M 300'VA 100 020 TOTAL ESTIMATED LOAD 23WVA 2.T6'- e ROUTE THIS CIRCUIT THROUGH THE LIGHTING CONTACTOR CONTROLLED BY THE PHOTOCELL FOR PHOTOCELL O WOFF CONTROL - ROUTE THIS CIRCUIT THROUGH THE LIGHTING CONTACTOR CONTROLLED BY THE PHOTOCELL AND TIMESWITCH FOR PHOTOCELL "ON" TIMESWITCH "OFF" CONTROL. COORDINATE WITH OWNER FOR PME'OFF' SETTING. T PROVIDE TIE HANDLE FOR THESE TWO SREMERS AS THEY ARE SHARING A COMMON NEUTRAL. e}T L •�i l•A-l:J --------------- FORT COLLINS ALLEYWAYS - SITE LUMINAIRE SCHEDULE - W. LAUREL TO W. MYRTEL ALLEY LAMPS INPUT TYPE DESCRIPTION MOUNTING TYPE LUMENS WATTS VOLT MANUFACTURER CATALOG NUMBER A IA D Inr l.mmaue wmmN 61/ra maser,ned meal IhXi Isand -rderness Vr mmL xid ermue lNmer,ea tempered ylnslem In Vn-myn awawmen stimless duel lnm wim stainless suet amen; rummair nUie Immix m. NA 3.6 Im Ltumaw. 64963wam aiamclarxl' Jeep ulr dapped tree alurrvnurnnuusin8.inw8raI LED a70OU arms, IP6), UL IltleC, tuaa4le for wt11o[ari0n, lunue trot araln.ye yuvnl anu aralli pipe Uelew P'rver D9 PF .]wc HD I Far.. ran, He I.e. u.m. N on master, losers seans,lool pavnrUonateyloLes. elm ard.-table mr wet I...nsuppl, owaea d.P: LiCar D18 ,siNmwn... less, power, able,. Wass, l6,au,e Wldow,We, cable SelmsNu NA 024 UO Na[en Wumte.und. FeRseed: LSWa.9l{ anenarawxer s', N I.d.I.P.a w,.nalimm ross tc rnn Band mY.e re Alu-DCAMD5. UP t moo 35WR im..ledAWrouemt.Demohossun wrd. diameteralwmIn.mna.pn, eNme sn.nsm, slmllnx Arm: m: wun•(MDD Mnytnj slid"',lms'el, tvpe malnremimr wmuPilw,lnwe Is. ,lass Imn[, nuts, DID Eva. t:SITpCLulEWLTM5 f II,i s. Im or[, arion,IP monl[arlver, ell 50.N]•Ilours lllc ar SLa325Pa,YEBDUjsLMrO pole: SlR16lL5POND0•/Sll]➢OLEKITOSPD' irl,,, l.,lo d toolesi servi[e.1upptY ltl'pole wltA'1"nook welded lnLae, Ire.rvY Uppa, 16 pole a]ylt lumen Baie:SmENRCAC5B1205• rltl t,V.11 plane 11.UP, aecouLve srnaetN usilid danoWl Pole malnuname ISNo W Im I': filter 01 la[ mlw-eon Gllmnur- Powder: PS 4WWM) bass unLn,am, wab 3' OD tumid U%.rm len"ir by arNltect, aNLRI Planter Mms: Nl nul.m Uy ar[tiun At Tors, Oryla[[da- non Glimmer- PovDer: 1549/WNOL Omver O.9PF eMTRD NE Same as iyDe N, ea[ept won l2'pole and tap..unuelun ire InVue Wminaire RASA OLIEDF-SLI MOD35011t Zilch", IDnler Al- 12J Urlonl by ar[Iri4cl 3Va1sK LED Pole: SIA 12 MOP PO$•/S DECVRCACSOUD5' NOOXI Win, life al 1'•71,er D,1- I., - Iran Glin—- Powder: P54Y/.IW) amklumen Pole mainunam. [50(s) SO lm am CRl Miver0.9PF .2Ux THD NK I .'a Wlnal[Ir lyp,R'polp Pole Only- No Wnanulre. All ll,or Sllellnk EYe Will 5LTl5P61EYIWLINSYDS pvlaewlor-Iron Glimmer- P.... r,P549/BOUW Pole:5LT11,lCO MOD'/SUPOLEKDOPO• J., TI' wall'.. 1•..,air ylac[oW Gllnvner-Pawoer. P54q/W1,0 NO NO NB NB Na . PlanurMms:li)[utt0m b/uNuu[I Page EP Bp NE Df 34p �• OR LE05 Variations in Work --Minor Authorized........................................6.25, 6.27: 9.5 Article or paragraph Num ber Visits to Site --by ENGIv-EER................................... 9.2 Waiver of Claims --on Final Payment_„...................I4.15 Waiver of Rights by insured particg.................. p,1 1, 6.11 Warranty and Guarantee, General --by CONTRACTOR................................................6.30 Warranty of Title, CONTRACTOR's.......................14.3 Work -- Accessto ...........................................:........ ...... 13.2 byothers ............................................................... 7 Changesin the....................................................:10 Continuing the..................................4.............. 6.29 CONTRACTOR May Stop Work or. Terminate _...................... _--...............15.5 Coordination of ........ ........................................ 7.4 Cost ofthe.................................................1 1,4-11.5 definition of ........................................................ 1.43 neglected by CONTRACTOR ... :........... 4...........1114 otherWork............................................................7 OWNER iron Stop Work.................................13.10 OWNER \•lay Suspend Work .......... 4......... 13.10, 15.1 Related Work at Site ..................................... 7, I-7.3 Starting the ....... ............ ....................................:�-4 Stopping by CONTRACTOR ............................. 1,3.3 Stopping by OWNER .......... ...1... .......... ......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 [o..................... -1U 3.5.3, 10.1:2 Written Amendment— definition of......................................................1.45 principal references to...............1.10, 3.5, 5.10,15.12, .........................G.6.2, 6.8.2; 6.19. 10.1, 10.4. ............................1.1.2, 13.1, 13. 112, 14.7.7 Written Clarifications and Interpretations .................................. 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, I1?, 13.14 XN EICDC GENERA. CONDITIONS 1910.8 (1990 EDIU0N1 wl CITY OF FORT COLLINS MODIFICATIONS (REV 9199) (This page left blank: intentionally) ni. E1CDC GENERAL CONDITIONS .1910-S (1990 EDITION) w/ LITY OF FORT COLLINS MODIFICATIONS (REV 9/99) GENERAL CONDITIONS ARTICLE I —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: 1.1. 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 FNG WEER 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 triable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational 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 Documents —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). 1.7. Biding Requirements —The advertisement or invitation to Bid. instructions to bidders, and the Bid form. I.S. Bondy -Performance and Payment bonds and other instruments of security. 1.9. Change Ordr—A document recommended by F-NG rt�REERI~ 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 Timm issued on or after the Effective Date of the Agreement. I.1o. Contract Docunanus—The Agreement, Addenda (which pertain to the Contract Documents), CON'FRACTORs 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 Agrocmen4 the Notice to Proceed, the Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the EtcocOENER.A1. CONDITIONS 191os (19" Edtior) w/ CITY OF FORT COLLINS MODIFICATIONS (REV.ir2000) same are more specifically identified in the Agreement together with all Written Amendments, Change. Orders, Work Change Directives, Field Orders and ENGINEERS written interpretations and clarifications issued pursuant to paragraphs3.5, 3.6.1 and 3.6.3 on or after 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.I1. 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 -rho 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 paragraph 14.13. 1.13. COMIR4CPOR—The person, titm 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 ENGRNEER's recommendation of final payment (unless responsibility for the protection thereof has been assumed by OWNER at Substantial Completion in accordance with paragraph 14.3 or 14.10). 1.15. Dnrivings--The drawings which show the scope, extent aril character of 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 Agreenrent—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 sitpied and delivered by the List of the two parties to sign and deliver. I.17. ENGINEER —The person, firm or corporation named as such in the Agreement. I.IS. ENGINFER's ConswItanr--A person. firm or corporation having a contrail with ENGMER to furnish services as ENGI,REER's independent professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions 1.19. Field Order —A written order issued by ENGMER which orders minor changes in the Work in accordance with paragraph 9.5 but which does not involve a change in the Contract Price or the Contract Times. 1 20. General Requirements -Sections of Division l of the Specifications. 1.21. Ha;ardota lVaste-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. 1.22.a. Laws and Regulations; Lass or Regulations -Any and all applicable laws, rules, regulations, ordinances, codes and orders of any "and all governmental bodies,. agencies, authorities and courts having jurisdiction 1.22.b. Leval ilolidays-shall be those holidays observed by the Ciry of Fort Collin& 1.23. Liens -Liens, charges, security interests or encumbrances upon real property or personal property. 1.24. &IFilestone-:A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Wort:. 1.25. Notice ofAtvard-A written notice by OWNER to the apparent successful bidder stating thatuponcompliance by the apparent successful bidder with the conditions precedent enumerated therein, within the time specified OWNER will sign and deliver the Agreement; 126. Notice to Proceed -A written notice given by OWNER to CONTRACTOR (with a copy to ENG[NafR) fixing the date on which the Contract Times will commence to nm and on which CONTRACTOR shall start to perform CONTRACTOR'S obligations under the Contract Documents. 1.27. OWIVER-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 128. Partial Utilisation -Use by OWNER of a substantially completed par 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. Petrofarun-Petroleum, including crude oil or any finetion thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil; petroleum, reel oil oil sludge, oil refuse, gasoline, kerosene and oil mixed with other non -Hazardous Wastes and crude oils 1.31. 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. Radoactive ,Material -Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of EXI)C GENERAL CONDITIONS I910-8 (1990 E(fitim) wi CITY OF FORT 0OLLINS MODIFICATIONS (REV 4t1000) 1954 (42 USC Section 2011 et seq.) as amended from time to time. I32.b_Re¢ular Norkinit Hoary-Reeular 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 1.34. 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. Strop Draxings-All 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. Spec cations -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. 138. Substantial Completion -The Work (or a specified part thereof) has progressed to the point where, in the opinion of ENGNEER as evidenced by ENGlNEER'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 intendcd; or if no such certificate is issued, when the Work is complete and ready for final payment as evidenced by ENG rNEER's written recommendation of final payment in accordance with paragraph 14.13. The terms "substantially complete" and "substantially completed" as applied to all or part of 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. fhiderground Facilities —All pipelines, conduits. ducts, cables, wires, manholes. vaults, tanks• tunnels or other such facilities or attachments, and anv 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 televisioq sewage and drainage removal, traffic or other control systems or water. 1.42. Unit Price Work —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 incorporating materials and equipment into the construction, and performing or furnishing services and turnishing documents, all as required by the Contract Documents 1.44. Mork Chmrge Directive —A written directive to CONTRACTOR issued on or after the Effective Date of the agreement and signed by OWNER and recommended by ENGINEER ordering an addition deletion or revision in the Work or responding to differing or unforeseen physical conditions tinder which the Work is to be performed as provided in paragraph 4.2 or 4.3 or to emergencies under paragmph6.23. A Work Change Directive will not change the Contract Price or the Contract Times, 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 particsas to is effect, if any, on the Contract Price or Contract Times as provided in paragraph 10.2. 1.45. JYritten Amemfineru—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 nonengincering or nontechnical rather than strictly construction -related aspects of the Contract Documents, ARTICLE 2—PRELLNILNARY MATTERS Delivery of Bon&: 2.1. When CONTRACTOR delivers the executed :V,zreements to OWNER. CONTRACTOR shall also defiver to OWNER such Bonds as CONTRACTOR may be required to furnish in accordance with paragraph 5. L CopiesofDocuments 12. OW'I DER shall fumish 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 cost of reproduction Commencement of Contract Times Notice to Procee& 2.3. The Contract Times will commence to tun on the thirtieth day after the Effective Date of the Agreement, or, EJCDCGE,%[ AL CONDITIOhT 19103 (19" Editim) WICITY 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 r_ _ _ V411 ShO r.,_...._9 miff.ffi o€ akWFerting"or.dt,—"rtieth-dey-after-th Effective Bata eearlier. Starting the Work: 2.4. CONTRACTOR shall startto perform the Work on the date when the Contract Times 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 pan 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 fortailure to report any conflict, error, ambiguity or discrepancy in the Contract Document, 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), CONTRACTOR shall submit to L iGINEER 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 Milestones 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 tines for submitting, reviewing and processing such submittal; 2.6.2. I. [n no case will a schedule be acceptable which allows less than 21 calendar dlnvs for each review.bv Engineer. 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 pansin 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 and 811111;FR shall eaeh deliver to the ed,trc OWNER with copies to. ideaitiftad-iA-the-Sapp[emen"- Cendlitaa FNGfNF.ER certificates of irstrarice (and other evidence of insurance ree5erA131)'-Fayues: requested by OWNER) which CONTRACTOR is required to purchase and maintain in accordance with paragraphs Preconstruetion Conference., 2:3. Within twenty days 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. InitiaQy Acceptable Scheduter 2.9. Unless otherwise provided in the Contract Documents before any work at the site begins. a conference attended by CONTRACTOR, ENGINEER and others as %p desivtatz<1 by OWNER will be .held to review orf acceptability to ENGINEER as provided below the schedules submitted in accordance with paragraph 2.6. and Division 1 - General ReMirements. CONTRACTOR shall have an additional tat days to make corrections and adjustments and to complete and resubmit the schedule. 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 responsibilit}- for the sequencing, scheduling or progress of the Work nor interfere with or relieve CONTRACTOR front CONTRACTOR's full responsibility therefor. CONTR4CTORN 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 w It be acceptable to ENGINEER as to form and substance. ARTICLE 3—CONTRACT DOCUMENTS: LrTEr`7T, AMEr\T)Ir`1G, REUSE Intent. 3.1. The Contract Documents comprise the entire agreement .between OWNER and CONTRACTOR concerning the Work. The Contract Documents arc 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 EJCDCOE1vvER.V. coWlTloetS t91o3 (t790 Etfitim) w'f CITY OF FORT COLLf IS MODIFICATIODIS (REV J2000) describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Documents Any Work, materials or equipmentthat 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 worts 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.Standardr and Specifications of Technical .Societies, Reporting and Reportng 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 at the 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. 1( during- the performance of the Work, CONTRACTOR 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 pamgmph3.5 or 3.6; provided, however, that CONTRACTOR shall not be Gable 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. E.ccept.as othenvisc specifically stated in the Contract Documents or as may be provided by amendment or supplement thereto issued by one of the methods indicated in pamtmph3.5 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 dupes and responsibilities of OWNER, CONTRACTOR or ENGINEER, or anv 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 ENI GINF.ER'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 9.13 or any other provision of the Contract Documents. 3A. Whenever in the Contract Documents the terms "as ordered", "as directed", "as required", "as allowed", "as approved" or terms of like effect or import are 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 assignto INGh IEBR any duty 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. -tnrenrting 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 terns 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 ER;DC GENEELILL CONDITIO. S 19105 (1990 Ed itim) w/ CITY OF FORT COLLt Z\IODIFICATIONS(REV•1,^_000) 35.3. 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 Mowing 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 ojDocruaents. 3.7. CONTRACTOR, and any Subcontractor or Supplier or other person or organization performing or furnishing any of the Work under a direct or indirect contract with OWNER (i) shall not have or acquire tiny 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 ENGTNEER's Cortsultant, and (ii) shall not reuse any of suchDmwing.%, Specifications, other document%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—AYAMABQdTY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS AvailabiGry ojLan&. 4.1. OWNER shall furnish as indicated in the Contract Documents, the lands upon which the Work is to be performed, rights -of -way and easements for access thereto, and such other lands which are designated for the use of CONTRACTOR 6toomreesoneb{.ruTt{tatkFtquesE; OWNER shall identity 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 changes in 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 Piice'or the Contract Times as a result of any delay in OWNEW-% famishing these lands, rights -of - way or easements. CONTRACTOR may make.a claim therefor as provided in A ticfes 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 Condition., 4.2.1. Reports and Drawings: Reference is made to the Supplementary Conditions for identification of: 4.2.1.1.. 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 4.2.1.2. Physical Conclitions. Those drawings of physical conditions in or relating to existing surtace 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 Auihori.ed' 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 dam' 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 programs 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 4.3 23. any CONTRACTOR interpretation of or conclusion drawn from any "technical data" or any such data, interpretations; opinions or information. 4.2.3. Notice of Differing Subsurface or Physical Conditions if CONTRACTOR believes that any subsurface or physical condition at or contiguous to thesite that is uncovered or revealed either: 4.2.3.1. is of such a mature as to establish that any "technical data" on which CONTRACTOR is entitled to rely as provided in pamcgaphs 42.1 and 4.2.2 is materially inaccurate, or 4232. is of such a nature as to require a change in the Contract Doerments, or 4.23.3. differs materially from that shown or E1CDC OE1NEKAL CONDRIONS 1910-8 (1990 EStim) w'i C1TY OF FORT COLLI NS MODIFICATIONS (REV 42000) indicated in the Contract Documents, or 4.2.3.4. is of an unusual nature, and differs materially from conditions ordinarily encountered araf generally recognized as inherent in work of the character provided for in the Contract Documents; then CONTRACTOR shag ptaxnptly 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 pemgmph 6.23), notify OWNER and ENGINEER in writing about such condition. CONTRACTOR shall no further disnub such conditions or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. 4.2.4. EN'GINEER''s Review: ENGINEER will promptly review the pertinent conditions, determine the necessity of OWNERsobtai ning additioinal exploration or tests with respect thereto and advise OWNER in writing (with a copy to CONTRACTOR) of ENGINEER's findings and conclusions. 42.5. Possible Contract Docnanents Change: if 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 reflectand document the consequences of such change. 4.2.6. PossibLt Price and 'Times Adhrmrentr: 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 oC or time required for performance of the Work; subject, however, to the following; 4.2.6 such condition must meet any one or more of the categories described in Iztmgmphs 4.23.1 through 4.2.3.4, inclusive; 4.2.62. 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 rasped to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of pamgmphs 9.10 aril 11.9; and 4.2.6.4. CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Times i f; 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 Contract Times by the submission of a bid or becoming bound. under a negotiated contract; or 4.2.6.4.2. the existence of such condition could reasonably have been discovered or revealed as a result of any e:,ramination, 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 giver 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 1 I and 12. However, OWNER, ENGINEER and FNGPMF.ERs 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 Condfons-UndergroundFaei6ties. 4.3.1. Shoun or hud'eated: 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 ENGINEER by the owners of such Underground Facilities or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 43.1.1. 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 Priceand CONTRACTOR shall have full responsibility for: (i) reviewing and checking all such informationand data, (i) locating all Underground Facilities shown or indicated in the Contract Documents,(iu) 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 pnmtVnph6.20 and repairing any damage thereto resulting from the Work. 4.32. Not Shoan or lncdcated" 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 anmerliately alter becoming aware thereof.and before further disturbing conditions affected thereby or Performing any Work in connection therewith (except in an emergency as required by paragraph6.23). identify the owner of such Underground Facility and EJCDC OE.x`ERAL COND1110.x519103 (1990 Edliirn) n't CITY OF. FORT COLL1,8MODIFICATIONS(REV V?000) give written notice to that owner and to OWNER and ENGINEER ENGINEER will promptly review the Underground Facility and determine the c.,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 Charge Directive or it 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 par ,amph6.20. CONTRACTOR shell 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 anti CONTRACTOR are unable to agree on entitlement to or the amount or length of any such adjustment in Contract Price or Contract 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 incurred or sustained by CONTRACTOR on or in connection with any other project or anticipated project. Reference Points 4.4. OWNFR shall provide engineering surveys to establish reference points for construction which in bti"GLNT-ER'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, andshall be responsible for the accurate replacement or relocation of such reference points by professionally qualified personnel. 4.5. .-Ubeslos, PCBs, Petroleum, fla`ardous Il"e or Radioactive Material: 4.5.1. OWNER shall be responsible for any Asbestos,. P.M. Petroleum, Hazardous Waste or Radioactive Material uncovered or revealed at the site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Wort: and which may present a substantial danger to persons or property exposed thereto in connection with the Work at the site. OWNER shill not be responsible for any such materials brought to the site by CONTRACTOR, Subcontractors, Suppliers or anyone else for whom CONTRACTOR is responsible. �la .-seAr-FI�s�9&-she4►-ilFtinadietaly-{+}sWp eH as OR- sueh-ttExieo-iFt-waiting).. G%W;6lZ-shal1-Promptly consult -with .-n-.vi ccac2aftettTtrC,�'-thC-f1C(.'Ca9ity-€e[ Ou4�sR-to-tataima-qualifia�axtxtt=to-avaluew-aFch 69?±-FR�6FOE�shall-rFet lurrequveeldF>reamra Wed f��FFRdIGpOR-doas-noEagrearlo-resumes-suelF-work besed en a feagenable belief it is ..h „r,,.r. ._a... unsafe. .._ eenditien oFin-suelrefTpted afea to be Meted -teem the „I_J. IC nn nrro' _tea rnwmo \nTno ., agraaes-Eo-antidameFlFlo-OFtha-umewFE•owxtenbe€an . as a result ofdol.rrthe_ ptym:..e..e.oviceithaFretL_ ra" pettion-oFt}w-Work -pat€otmed-by-4W'�SEFi!s-own tereasix�etltarsitt•aaser�tmea-wifkttRisk-�: 9 and Regulariots—QW-Nr'�..-a-',..11-itFdamnify-and-ht.ld htaFmlass EOr\"FT�1FFOpG SubeotxntsEors; OIf1Lar5t—dlreCtOFS,—empleyeeS,--llgeni".--OtheF corsuNants-tvFFl-subcontFectoFs-oFaach-and-arFy-o€ sham-€rom-end-agesyst-aFl-e:laim�-casts-losves-and damages--tlrisir�aut-�€-t>FrrsulFing-tronF-stleli uosk-loss-err-damage-is-attFitwtalila-te-lxmdily-utjuFy; lS-166On insfadiF>;-tha-toss-o€-ltw-rasultiF�theraGoFt�and the of 11 f ii•}nothirmg-in-this-wbparsgFaptr4->:�i-shall-oWN�ate ON-'l'Gl�tcrindelnniFv-oFFy-parsorrctFea[ity-(FortFand ntik} s uwn-negligem n G The P affi ..r.........�._t1" .._J 1't .. ended apply w I^ ...1 ..l At tL_..iv VCDC GENERAL CONDITIONS 1910-5 (1990 Edtim) mv! CITY OF FORT COLLINS MODIFICATIONS (REV 4P000) ARTICLE 5-BONDS rU` D INSURANCE Performance, Payment and Other Bonds: 5.1. CONTRACTOR shall furnish performance and Payment Bonds, each in an amount at least equal to the Contract Pace as security for the faithful performance and payment of all CONTRACTOR's obligations. under, the Contract Dotanments 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 are "required by the Supplementary. Conditions. All Bands shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulationsand shall be executed by such sureties as are named in the current list of "Companies. Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular570 (amended) by the Audit Staff; Bureau of Government Financial Opemtions, U.S. Treasury Department All Bonds signed by an agent must be accompanied by a c,rtilied 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 requirements of paragraph 5.1, CONTRACTOR shall within ten days thereafter substitute another Bond and surety, both of which must b,. acceptable to OWNER 5.3. Licensed Suredes and Insurers, CL"ificales 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 vuttrame companies that are duly licensed or authorized in the junsdtetion in which the Project is located to issue Bonds or insurance policies rar 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, 5.3.2. CONTRACTOR shall deliver to OWNER with copies to each additional insured identified ui the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by OWNER or any other additional insured) which CONTRACTOR is required to purchase and maintain in accordance with rxmasaph 5.4. 014-t` ER -shall 04ST MYRTLE ALLEY -SECTION A swc vo .r-o Addendum 2 7212 West Myrtle Alley - Downtown Alley Ennancemenls `" i Collins .DARD aP dda .mo.. oe.emomml ari{y 19 Old it. BRuore, C.I 230 BASKET F°rl Couins. CO 50524 970-454-2020 CONCRETE AREA n WEST MYRTLE ALLEY -SECTION 6 a:o Rw� � 212 111 a. DA,,ew, Me IN knnWu.w8052a o.97049W w.w.msem�onas,o,� Dole2-18-11 DTo.n By M/' CneckeC By CR/PY kvoECraC PaBe9 113 Sneel pLS301 CONMCTOR's Liabilty Insurance: 5.4. CONTRACTOR stall purchase aril maintain such liability and other insurance as is appropriate for the Work being performed and furnished 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 CONI TRACTOR'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 bodily injury, occupational sickness or disease, or death of CON1T RACTOR's employees; 5.4.3. claims for damages because of bodily injury, sickness or disease, or death of any person other than CONTRACTOR's employees; id:-1.-claims-feFdamagas-irmsured--by-e�nstomamy FSGA by tilt 5.4.3. claims for damages, other than to the Work itself: 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 insum, net 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 3.4.9, include as additional insureds (subject to any customary exclusion in respect of professional liability), OWNER. ENGINEER, ENGINEER's Consultants and arty 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; 5.4.5. include the specific [overages 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, i 4.9. include completed operations insurance; EJCDC Oevat at. CONDITIONS Iv dos n M E(fivam) NV/ CITY OF FORT COLLINS MODIFICATIONS (REV JR000) 5.4.10. include contractual liability insurance covering CONTR.ACTOR's indemnity obligations under paragraphs 6.12. 6.16 and 6.31 through 6.33; 5A.11. contain a provision or endorsement 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 famished 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 COYTRACTOR'may be correcting, removing or replacing defecdve 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 affect for at least two years after final payment (and CONTRACTOR shall furnish OiWi F.R 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). 0M E'R'.sLiabilityInsurance: 5.5. In addition to insurance required to be provided by CONTRACTOR under paragraph 5.4. OWNER, at OWNER's option, may purchase and maintain at OWNI M's expense OWNER's own liability insurance as will protect OWNER against claims which may arise from operations under the Contract Documents, Property Insurance: }6—Unlesq-odwpw-isa-prodded-in-thaSuppk-menmw Eothditions-E}U-'N:TF�shal!-purchasa--armd-mairaain of=ilia Cull -replacement -cost -thereof -(subject -to -such cledustibla—amounts—Ems—may�ba—pxovidad—in--ilia Supplementarv—CorK ition er—required—by—Laws—arid Ragulations)-This-iluttranca-shall= orb k—include—the—iexerests—ol—OVF'tiER- GON TR-r\GFORG SFmlicentraa<ors; r-yE—^�nrcr:pc r� antitias-identified-in-ilia-&Epplamentttry�-6ont{itions; each-ol-whe>nris-rdeemed-to-havran-ireurabk-intercsl Em(Lafl[}!t-trace-flstedflsttn,insured-ofactdetwrmEm Fmnsurad: -TFi.-c-ba-wF! Fterr err a-13U tkk�s-Rtsk-a Ip-Fvgk=oF co"'r`-v damage-te-tke-4�aFk-t--.'_'__. _ 5:�'3--ffSCiU��tCp2ff92�aiF.tllFet�lri-F}1Z-�FCp@a'�O[ Fap(asamatEoFeny-inatra�prapaFFy-(tits(t+�g-buE-net afahiteets}; eat-Ri�e�,aF-�,aREi«E-Eh�t-wRg-Rgraaa-Erin-�fiEing-by by Q'8NM& and ba __:..ainaEl_�afl-kat_ ,,Ea rmaF pRymanE 0AW0-rnwrro \r7•nD and c.rn_rnicrn ..A ih,.:j—'�7rK3iEFan--RBEiad--F�aR6h--OFIMr--B�EiIEiOiiBl issuAd: IIS-tnay-i)a-fegtah'l-b�amentwy-$tx=or r L4 'fnallLt3-haYc`-Bn-f Ind ghall be listed tttRltiFainaE€•bV-0�.��[�-tR-R660FfIRFk:B-ll'IEIt-pafagfep{tS-i:f ooveraga-afforded-will-n k:, cant»Iled-or-mewfially eheEtgaA-oF-Far»we6fa€esecl-ttnFil-eNaasEEhirty-,days'-pfiof written--�'__ faT.Sac.-i-,=eti«to-Old' 211—and whom-a-uaftif+\.'eta-ol=irsumnea-Fina-bean-issaefl-and-will contain—weivaf with PHFHgmph j. 1} 5.9. OWNER shall not be responsible for purchasing and maintaining any property insmnce to protect the interests of COii1TR.4CTOR_ Subcontractors or others in tdcntified-if -jho upPIaFFF mwfy-Fotnlitiore—Tha-fislco€ such-Ions-nnrl-i�9ny-fl�litam-wishas-proparty-insumnea coveraga-withirrthe-IimiF9-oFsach-amaunE�eaeh-may purchasaatal-mnintain-it-nFFhapurcktnsat'sa>vs}a�pansa. :FFk—[F•60t�FFR-4GFOl�Feyeasis-io-wfitit� timt-ethcF thefeef .will be ..1...fged to rn\iTD ACTQ by ........... at s rl.. Aga QFdeF OF \\f.:4M \.....RdnteflE: NAF te.,. EJCDC OENZtAL COwrnOrs t 9 tos (1990 EStim) 10 wlCITY OF FORT ODLLM MODIFICAnONS(PEV•IRGOO) 5. 11-1—Md g tlnfi� -•F EiB iliFt F}ffit-ali pelisias-paFchesad-in-Rsceideasa-wttlrpnfa;,>Faplvs-i6 SabaonFfet�ar�slilGedssl�sc�l6£�Fssi�a in 640 in�aFaag-a�R�tliEini,Ra-it�ttf2t�-�n��t-peliaia� Will _ .:.1_ PFiFRRFY GGV_ _ F . _II I..._.� __a damages Gaused by the peFils covered thereby, the—In� sa. s of it" iettaISta F7ByabFe-HF1f1aP-fmy-p0}M.y-SF)-tS6Uat� 1^ ^wait•OR, GVNE WRiYN ..n :;.1.._ agRu)St—C-B�1�F�EiF.� v.ibaertiRlfteFS: a€FIQafS-�IfafIOFS;-amplOyaaS-ara€-UgenfS-flF-Dfly-E1{ thentr€oFt J Ot-FfSS-QF-OdtaF-f0l5aEFFiemtRi-IOS4-dYEafldkF� tdyond-diraat-physieal-loss-of-dRmega-te of iSlEl¢-OaE01•ef-F2Skllttng: fFOitt-li(a-OFeFitaFpafF}; whaUwF•oF-aoE-iRsuFad•b}�9l�Pi#sR=Rnd :S-I-l=�—less-of-damRga-Eo-Eha-somplatad resulEir>t; kiom-lirn•or-eFtteFirlsared-peril-covered by OWNER durino: partinl—utilimFion—paesttsnt—to parli��aph-I-i-14,-s[!er SebsEsrttial-6ompletian pursutat6Eo-ptlmgm ph-14:5-oFn tiaF€intrl--peyinant Receipt andApplication ojlnsurance Procee(h: 5.12. Any 'insured loss under the policies of insurance .required by pamgraphs5.6 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 requirementsof 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 monrys so received applied on account thereof and the Work and the con thcreof.covercd by an appropriate Change Order or Written :lmendm ent. 5.13. OWNER as fiduciary shall have power to adjust and iettle any lass with the insurers unless one of the parties in interest shall object in writing within fifteen days after the occurrence of lass to OWNbR'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 4cceptance of Bonds and insurance; Option to Replace 5.14. If OWNER has any objection to the coveragz affordzd by or other provisions of the Bonds -of insurance required to be purchased and maintained by the CONTRACTOR in accordance with Article 5 on the sis of non-conformancc with the Contract Documents, the objzetvtgperE.�shall-ser�erperty OWii `ER will noi.y CONTRACTOR in wntiN within ten fifteen days after receipt delivery of the certiticates (or-otheF-evidence requested) to OM r a required by paragraph 2.7. othaFsueh-Pdditior�(-infortuaLion-in-rrspest-oFinsuransa provided-os-the-ofher-marreasonnbty-rzquast—f�aeFhar party-does-not-pnrchasrormaintairralk {-,n'(__Eha-Bands-oral ItLRlmfled—fagtltFc�—<)�SHCIl—pP[Ey—v�—tlh}—EtNlifPGF wFitit>;-of-suetrfeilure-te-purehaso-prior-to-the-slaFt-o6tha OF40-my 6NIFIC0 in r right oFremedy-tlta-othiF-pan�mav-elect-te-obtPirt-a<IuivPlant BorclTor-instasnee-to-proteeEsuehother-party�s-interests-at the-nxpensa-oFtho-pnrty-who-tvas-requ'vad-trrpruvida-lush Eontraek-Frieceeeurdir�{v: 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 E)MC GENMAL CONDITIO`S 1910-8 (1990 Edtior ) iv/ CITY OF FORT COLLI I S \101)MCATIONS (REV •12000) Completion of all the Work such use, or occupancy may be accomplished in accordance with paragraph-14.It} Cvided that no such use or occupancy shall commence fore the insurers providingthe property insurance have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall conscm 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-CON'rRACTOR'S RFSPOirSIBILI= Supervision 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 or construction, but CONTRACTORshall not be responsible for the negligence of others in the design or specification of a specitic 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 sec that the completed Work complies accurately with the Contract Document 6.2. CONTRACTOR shall 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 tmda extraordinary circumsmncLs. 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 Labor, 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 discipline and order at the site. Except as otherwise required for the safety or protection of persons or the Work or property at the siteor adjacent thereto• and except as otherwise indicted 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 consent given after prior written notice to ENGWEER. CONTRACTOR shall submit requests to the UNGNEER 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 "a -equal" item or no substitution is full responsibility for all materials, equipment, labor, permitted. other items of material or equipment or transportation, construction equipment and machinery, material or equipment of other Suppliers may be tools, appliances, fuel power, light, heat, telephone, water, accepted by ENGINEER under the following 'sanitary facilities, temporary Facilities and all other facilities and incidentals necessary for the furnishing, circumstances: performance, testing, start-up and completion of the Work. 6.7.1.1. 19r-Equal". If in ENGINEER's sole discretion an item of material or equipment 641. Purchasing Restrictiorm CONTRACTOR proposed by CONTRACTOR is functionally must comply with the Citv'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 he considered by ENGINEER as an "or al" Division or the City Clerks office, item, in whichcase review and approval of the proposed item may, in ENGINEER'& 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 cement or products containing cement to certify tim acceptance of proposed substitute items. the cement was not made in cement kilns that bum 6.7.1.2. Substinrte ltem . If in ENGINEER's sole hazardous waste as a fuel. discretion an item of material or equipment proposed by CONTRACTOR does not quality 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, ENGINEER to determine that the item of material CONTRACTOR shall famish 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, include the following as supplemented in the used, cleaned and conditioned in accordance with General Requirements 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 loragress,Sehedule ENGINEER from anyone other than CONTRACTOR. If CONTRACTOR aihes to 6.6. CONTRACTOR shall adhere to the progress furnish or use a substitute item of material or schedule established in accordance with paragraph 2.9 as it equipment CONTRACTOR shalt 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 Belem indicated to results called for by the general design, be similar pamgmph 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 ement if any, to which the evaluation to the progress schedule thenin 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 Contract Times (or lvfilestoncs) 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 design 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. Substitulesand "Or -Equal" Items., Ail variations of the proposed substitute 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 intended to establish the type, function and quality acceptance of such substitute, including cuss of required. Unless the specification or description redesign and claims of other contractors affected EICDC GENERAL CONDITIONS 1910-8 (1990 Mika) Ic of CITY OF FORT COLLINSMODIFICATIONS(REV 4P000) by the resulting change, all of which will be CONTRACTOR shall perform net less than 20 considered by ENGINEER in evaluating the percent of the Work with its own forces (that is, proposed substitute. ENGINEER may require without subcontracting). The 20 percent requirement CONTRACTOR to furnish additional data about shall be understood to refer to the Work the value of the proposed substitute. which totals no less than 20 percent of the Contract Price. 6.7.1.3. COMM ICTOR's E•xpeme: All data to be provided by CONTRACTOR in support of any 6.82. Bidding proposed "or -equal" or substitute item will be at Documents require the identity of certain CONTRACTOR'sexpense. Subcontractors. Suppliers or other persons or organizations (including those who are to furnish the 6.7.2. Substitute Comtrrec6an Methods or principal items of materials or equipment) to be Procedures: If a specific means, method technique, submitted to OWNER irt-advaneewFtha-speoi6ad sequence or procedure of construction is shown or data prior to the Effective Date of the Agreement for indicated in and expressly required by the Contract acceptance by OWNER and ENGNF.ER—and—if Documents, CONTRACTOR may furnish or utilize a substitute moans: method technique, sequence or procedure of construction acceptable to ENGINEER. OWNER's or ENGINEER's acceptance (either in CONTRACTOR shall submit sulLcient information to writing or by failing to make written objection thereto allow ENGINEER, in ENGINEER's.sole discretion, to by the date indicated for acceptance or objection in determine that the substitute proposed is equivalent to the bidding documents or the Contract Documents) of that expressly called forbythe Contract Documents. any-lush-Subeentraetar, Sappliei or uu.,.Q•' =- -rain-er The procedure for review by ENGINEER will be - similar to that provided in subparagraph 6.7.1.2. , _ _ 6.7.3. Engineers Evalreation: ENGINEER will be fteeelitable substitute, the C-8fitfaet Price Will he allowed a reasonable time within which to evaluate adjusted by the diff4e^^^ an th�, ^^st AnsaginnA by each proposal or submittal made pursuant to such-substinrlion-aad-nrreppropriatr64iangu-Order paragraphs 6.7.1.2 and 6.7.2. ,Nt GINEER will be the _vw' sole judge of acceptability. No "or -equal" or constitute a condition of the Contract requiring the substitute will be ordered, installed or utilized without use of the named subcontractors, suppliers or other ETIGNEER's prior written acceptance which will be persons or organization on the Work unless prior evidenced by either a Change Order or an approved- written approval is obtained from OWNER and Shop Drawing. OWNER may require ENGINEER No acceptance; by OWNER or CONTR\CTOR to furnish at CONTR\CTOR's ENGINEER of any such Subcontractor, Supplier or expense a .special performance guarantee of other other person or organization shall constitute n waiver surety with respect to any "or -equal" or substitute. of any right of OWNER or ENGINEER to reject ENGINEER will record time required by defective Work. EIGIN= and ENGNEER's Consultants in evaluating substitutes proposed or submitted by 6_9. CONTRACTOR pursuant to paragraphs 6.7.12 and 6.7.2 and in making changes in the Contract 6.9.1. CONTRACTOR shall be fully responsible to Documents (or in the provisions of any other direct OWNER and ENGINEER for all acts and omissions contract with OWNER for work on the Project) of the Subcontractors, Suppliers and other persons occasioned thereby. Whether or not ENGINEER and organizations perform ing or furnishing any of the accepts a substitute item so proposed or submitted by Work under a direct or indirect contract with CONTRACTOR CONTRACTOR shall reimburse CONTRACTOR jam as CONTRACTOR is OWNER for the charges of ENGINEER and responsible for CONTR\CTOR's own acts and ENGINEER's Consultants for evaluating each such omissions. Nothing in the Contract Documents shall proposed substitute item, create for the benefit of any such Subcontractor, Supplier or other person or organization any 68. C'onceming Subcontractors, Suppliers and contractual relationship between OWNER or Others: ENGINEER and any such Subcontractor. Supplier or other person or or3anization nor shall it create any 6.5.1. CONTRACTOR shall not employ any obligation on the part of OWNER or ENGINEER to Subcontractor, Supplier or other person or organization pay or to see to the payment of any moneys due any (including those acceptable to OWNER and such Subcontractor,. Supplier or other person or LNGINEER as indicated in paragraph 6.3.2), whether organization except as may otherwise be required by initially or as a substitute. against whom OWNER or Laws and Regulations. OWNER or ENGINEER may E'i IGNEER may have reasonable objection. furnish to anv subcontractor, supplier or other person CONTRACTOR shall not be required to employ any or or_*anization evidence of amounts Paid to Subcontractor, Supplier or other person or organization CONTRACTOR in accordance with to famish or perform any of the Work against whom CONTRACTOR'S "Applications for Payment". CONTRACTOR has reasonable abjection. EXMC GEVEEUL CONDITIONS 19 dos (1990 Eetitim) 13 W CITY OF FORT COLLINS MODIFICATIONS (REV •1R000) 6.9.2. CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors. Suppliers and other persons and organizations perforating 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 m lividing the Work among: Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. 6A L All Work pertormcd for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appprroopniatc 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 OWNERandENGINEER. %Vh01eVeF,..,y. UGa Patent Fees and Royalties: 6.12. CONTRACTOR shall pay all license fees and rovalnes and assume all coats 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 subject of 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 ENGR4= its use is subject to patent rights or copyrights calling for the payment of any license fee or rovalty 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 indemnifv and hold harmless OWNER ENGINEER ENGNEER's Consultants and the offrrxrs directors employees agents and other consultants of each and any of them Gom and against all claims costs, losses and damages arising out of or resulting from any infringement of patent rights or copyrights incident to the usein the performance'of the Work or resulting from the incorporation in the Work of any invention, .design process; product or device net specified in the Contract Documents. EXI)C OEN.'E LAL CONDITIONS 19 t0.8 (1990 Eytlaa) 14 a'1 CITY OF FORT ODLLINSSIODIFICATIONS(REV,M 000) Permits: 6.13. unless otherwise provided in the Supplementary Conditions CONTRACTOR shall obtain and pay for all construction permits and licenses: OWNER shelf 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 avrcrs for connections to the Work, and OWNER shall pay all charges ot'such utility owners for capital costs related thereto such as plant investment fees 6.14. Laws and Regulations. 6.14.L CONTRACTOR shall give all notices and comply with all Laws,and Regulations applicable to furnishing and performance of the Work. Except cohere 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 performs 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 CONTRACTOR's primary responsibility to make certain that the Specifications and Drawings arc in accordance with Laws and Regulations, but this shall not. relieve CONTRACTOR of CONTRACTOR's obligations under paragraph 3.32. Tnxes 6.15. CONTRACTOR shall pay all sales, consumer, use and other similar taxes 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 laces on materials to be permanendv incorporated into the project. Said taxes shall not be included in the Contract Price. CONTRACTOR must apply for. and receive. a Certificate of ExemIXion Gom the Colorado Department of Revenue for construction materials to be sy. is 11 incorpomted into the project. This Certification of Exemption provides that the CONTRACTOR shall neither csty nor include in his Bid. Sales and Use Taxes on those building and construction materials ohvsically incorporated into the project. Address: Colorado Deoartment of Revenue State Capital Annex 1375 Sherman Street Denver. Colorado, 80261 Sales and Use Taxes for the State of Colorado, Reuional Tratsmrtation District. (RTD) and certain Colorado counties are collected 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 consuuction and building materials ohvsically incorporated into the protect are to be paid by CONTRACTOR and are to be included in aopropriate bid items. Use of Premises: 6.16. CONTRACTOR shall confine construction equipment, the storage of materials and equipment and the operations 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 to 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 tlx: 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 Icarmless OWNI ER, ENGM-ER, 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 anclaim or action, legal or equitable, brought by any such owner or occupant against OWNER. ENGWEER or any other party indemnified hereunder to the extent caused by or based upon CONTRACTOR's performance of the Work 6.17. During the progress of the Work CONTRACTOR shall keep the premises free 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. CON'f RACTOR shall leave the site clean and ready for occupancy by OWNER at Substantial Completion of the WA-. 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 strews or pressures that will endanger it. Record Documents EJCDC OENER.V. CONDITIONS 19 lus (1990 Edtlna) W1 C1 IY OF FORT CULL[ � SMODIFICATIONS(REV [neap) 6.19. CONTRACTOR shall maintain in a safe place at the site one record copy of all Drawings, Specifications, Addenda, Written Amendment.-, Change Orders, Work Change " Directives,_ Field Orders and written interpretations and clarifications (issued pursuant to pomgmph9.4) 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 relcase of fuml 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, maintawng 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 6.203. other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roed"'va, structures, utilities and Underground Facilities not designated for removal, relocation or replacement in thecourseof construction. CONTRACTOR shall comply with all applicable Laws and Regulations of any public body having juirisdiction 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 to paragraphs 6._0.2 or 6.20.3 caused, directly or indirectly, in whole or in part, by CONTRACTOR, arty Subconuactor, Supplier or any other person or organization directly or indirectly employed by any of theater to perform or famish 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 EtNGINEER'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 dutiesand responsibitities For the safety and protection of the Work shall continue until such time as all the Work is completed and F.NGINEF.R has issued a 15 notice to OWNER and CONTRACTOR in accordance with paragraph 14.13 that the Work is acceptable (except as otherwise ccprcssly 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: 6.2^_. CONTRACTOR shall be responsible for coordinating any exchange of material safety data sheets or other hared communication information required to be made available to or exchanged between or among, employers at the site in accordance with Lames or Rtiplatioru Emergencies: 6.23. In emergencies 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 ENGLYEER 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 &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 ENGLNEER the materials and equipment CONTRACTOR proposes to provide and to enables ENGINEER to review the information for the limited purposes required by pamgmph 6.26. 6.24.2. CONTRACTOR shill also submit Samples to L•NGWEER 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 EJCDC GENERA. CONDITIONS 1910E (1990 Ecitimi 16 w/CI-FY OF FORT COLL [IMODIFICATIONS (REV G2000) purposes required by paragraph6.26. 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, hiandling, storage, assembly rind installation peraaung to the performance of the Work, and 6.25.1.3. all informationrelative to CONTRACTOR's sole responsibilities in respect of means, methods, techniques, sequences and procedures of construction and safety precautions and programs incidentthercto. CONTRACTOR shall also have reviewed and coordinated each Shop Dmwing 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 under the Contract Documents with respect to CONTRACTOR'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 cause 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 Sannples in accordance with the schedule of Shop Drawings aril Sample submittals accepted by ENGINEER as required by paragraph 2.9. ENGIi [EER'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 compatiblewith the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGMERs 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 construction 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'inditste 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 direct specific attention in writing to revisions other than the corrections called for by ENGINEER on previous submittals. 627. 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 ENGINEERS 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. 62S. Were 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 ENGINEEWs review and approval of the pertinent submittal will be at the sole expense and responsibility of CONTRACTOR Continuing the Work., 6.29. CONTRACTOR shall ctrry on the Work and adhere to the progress schedule rhuing 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. CONTPMCTOR's Genera! I➢arranry and Guarantee. 6.30.1.CONTRACTOR witrrrnrs and guarantees to OWNER ENGINEER and ENGINE•E•R's Consultants that all Work will be in accordance with the Contract Documents and will not be defective. 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. CONiRACTOR's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. Nunc of the following will consume an acceptance of Work that is not in EicDCaE.INULAJ. CONDITIONS 1910 8 (1900 Edtim) a! CITY OF FORT COLLINSMODIFICATIONS (REV.II1000) 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 LNG DIEER; 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; 630.2.5. any acceptance by OWNER or any failure to do so; 6.303:6r any review and approval of a Shop Drawing or Sample submittal or the issuance of a 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 ekfective Work by OWNER lndmwifrcation: 6.31. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER ENGINEER ENG tNEER's Consultants.and the officers, directors, employees, agents and other consultants of each and anv of them from and against all claims, costs, losses and damages (including, but not limited to, all fees and charges of crgincers, 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, ccs4 loss or damage: (i) is attributable to bodily injury. sickness• disease or detak or to injury to or destruction of tangible property (other that the Work itself), including the loss of use resulting therefrom, and (u) is caused in whole or in part by any negligent actor 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 any 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 17 any of, them to perform or fttrnish any of the Work or anvone for whose acts anv of them may liable, the indemnification obligation under paragraph6.31 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 benefit acts 6.33. The indemnification oblications of CONTRACTOR order paragraph 6.31 shall not extend to the liability of ENGINEER and ENGINEER's Cornidtaias officers, directors, employees or agents caused by the professional negligence, errors or omissions of any of then. Sunhtnl of Obligatims: 6.34. All representations, indemnifications, warranties and -guarantees made in required by or given in accordance with the Contract Doarrrients, as well as all continuing obligations indicated in the Contract 'Doctunents, will survive final payment, completion and acceptance of the Work and term ination 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's 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 arty such other work and (ii) CONTRACTOR may make a claim therefor as provided in Articles I I and 12 if CONTRACTOR believes that such performance will involve additional expense to CONTRACTOR or requires additional time and the parties are unable to agree as to the amount or extent thereof 72. CONTRACTOR shall afford each other contractor who is a party 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 o n1v cut or alter their work with the written consent of ENGINEER and the others whose work will be affected. The duties and responsibilities of CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable EICDC GENERAL CONDITIONS 1910E (1990 Edtim) Is w/ CITY OF FORT COLLI;SUODIFICATIONS(REVJ2000) provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other contractors. 7.3. If the proper execution or results of any part of CONTRaCTORN 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 CONTRACTOR's Work CONTRACTOR's failure so to report will constitute an acceptance of such other work as fit and proper for integration with CONTRACTOR's Work except for latent or nonapparent defects and deficiencies in such other work. CooreEnation: 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, time 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 T4.1 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-ORTiER'S RESPOVSIBILMES 8.1. Except as otherwise provided in these General Conditions, 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-60i�TRAGTOI�malies-rao-rensonable-e�wtiurk whose status under the Contract Documents shall be that of the former ENGPEER 8-3. 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. OWNERS duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs4.1 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