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Home My WebLink AboutPACKET Public Works 1995-01-26t.. AGENDA Public Works Committee JANUARY 26,199*5' 8:00 A.M. U. S. Postal Service 5. 1/ Citizen request for downtown mail delivery I.X. EVRPD Golf Course Management Agreement Request.approval of a new 5 year agreement 3- 76. Town Street Cut Standards Request approval to revise Standards 4. Park Entrance Estates Request approval of roadway and water line design scope of services 5. Budgeted Vehicle Purchase Request to purchase the Street Dept. Dump Truck 6. 1995 Water Line Projects Design Request approval ofRMC design scope 7. Glacier Creek Tank Design Request approval of RMC design scope 8. Lake Estes Trail Request approval of a $960 change order 9. Executive Session Property acquisition negotiations Reports: 1. Customer Service Response 2. Monthly Water Report 3. Lake Estes Path update / . ,Af Hwy. 7, Hwy. 34, Elkhorn Overlay projects update 5. Augmentation Plan update 6. Christmas tree chipping program Note: The Public Works Committee reserves the right to add or delete items from the agenda as necessary. RECEIVED NOV 3 0 1904 ADMIN. DEPT. ~51'MI~Â·â‚¬*EÂ·v 11 i .fÂ¥ 910Â¥ t,F (175 4,ver. :. ESTES V/\LLEY RECREATION and PARK DISTRICT Post Office Box 1379 â€¢ Estes Park, Colorado 80517 690 Big Thompson Avenue Â· [303} 586-8191 Â· FAX 586-8193 November 29, 1994 Gary Klaphake, Administrator Town of Estes Park P.O. Box 1200 Estes Park, CO 80517 Dear Gary: Attached is a notice of renewal for Estes Park Golf Course. On January 15, 1990, the Town of Estes Park and Estes Valley Recreation and Park District developed a new management agreement for Estes Park Golf Course. The agreement was for five years with a renewal option of five years. We are requesting a renewal of the agreement for an additional five years. The terms of renewal identified that our renewal request was to be made six months prior to the completion of the fifth year. Time has gotten away from us, and we missed the timeframe. It's hard to believe that it has been five years since all the improvements have been made to the golf course. Our intergovernmental cooperation has been good, and this project represents how governments can cooperate and save residents money. Another intergovernmental cooperative effort where we have experienced a great deal of success has been the computer/finance program. This program has been in existence for about sixteen months and has served us well. We are now on line, via a modem, and are able to develop new budgets, revise budgets, and manage our financial program. This program is a model of intergovernmental cooperation. Please place the renewal of Estes Park Golf Course Operating ' Agreement on the agenda of the appropriate Town Trustee committee meeting for consideration. If you have any questions, please feel free to contact me. Our intergovernmental cooperation has been ' very good, and we look forward to new opportunities for continued cooperation. Sincerely, 14 41 Stanley K. Gengl Executive Direct<~ 2-1 CC: Greg White NOTICE OF RENEWAL Pursuant to the terms and conditions of paragraph 15 of the Operating Agreement between the Town of Estes Park ("Town") and the Estes Valley Recreation and Park District ("District"), dated January 15, 1990, notice is hereby given the Town of the District's intent to renew the Operating Agreement for an additional five year period, commencing January 16, 1995, and terminating January 15, 2000. Dated: November 21,1994 ESTES VALLEY RECREATION AND PARK DISTRICT f } / 7 7-1-.-9,Â· 02 Prasi-*nt 4, 1 attest: LA} 1 0 4.-Ef- STotati ACCEPTANCE OF NOTICE TO RENEW AND WAIVER OF OBJECTIONS Town of Estes Park hereby acknowledges receipt of, and accepts, District's notice of intent to renew the Operating Agreement dated January 15, 1990, between the Town and the District, for an additional five year period, and Town hereby waives any objections to, or defects in, such notice of intent, including the timeliness , of such notice. This acceptance and waiver shall not operate or be construed as a waiver of any future noncompliance, defect, breach, or violation of the . Operating Agreement. Dated: 1994 TOWN OF ESTES PARK By: Mayor attest: Town Clerk EVRPD\NOT.LSE 2-2 f 1 OPERATING AGREEMENT THIS AGREEMENT, is made this 15th day of January, 1990, between THE TOWN OF ESTES PARK, a Municipal Corporation, (hereinafter referred to as "the Town") , and THE ESTES VALLEY RECREATION AND PARK DISTRICT, a quasi-municipal Corporation and political subdivision of the State of Colorado, (hereinafter referred to as "the District"). WHEREAS, the Town is the owner, in fee simple, of certain real property, the legal description of which is attached hereto as Exhibit "A" and incorporated herein by reference, which contains an 18-hole public golf course, club house and related maintenance facilities; and WHEREAS, the Board Of Trustees of the Town has determined that it is necessary and in the best interests of the Town and its inhabitants: 1. To construct, install and acquire improvements and equipment to the existing club house for the 18-hole Municipal Golf Course; 2. To construct and install new fairways, tees and greens, including the realignment Of existing fairways, tees and greens on certain portions of the golf course; and 3. To construct a new maintenance building for the golf course. The above improvements are collectively referred to herein as "the Project;" and WHEREAS, the Town has determined that it is necessary to enter into the Ground Lease Agreement (the "Ground Lease"), dated as of January 15, 1990, with the Estes Park Building AuthoritÂ¥ (the "Authority"), a Colorado non-profit corporation, leasing the property to the Authority under the ' terms and conditions of said Ground Lease; and WHEREAS, the Town will then lease the property back from the Authority pursuant to the terms and conditions of the Golf Course Lease Agreement (the "Lease") , dated as of January 15, 1990; and WHEREAS, the Authority Will then issue certain Certificates of Participation (the "Certificates") for Â·the purpose of constructing and installing the Project and for the payment of costs of issuance thereof; and 2-3 F I f WHEREAS, the Authority and the Central Bank of Denver, as Trustee will then enter into a Mortgage and Indenture of Trust dated as of January 15, 1990, (" the Indenture" ) securing the payment of the Certificates of Participation; and WHEREAS, the Town and the District have determined that Â· it is necessary to enter into this Operating Agreement for the purpose of providing the necessary operation, adminis- tration, and maintenance of the golf course, the club house and the related maintenance facilities, (the "Facilities"). NOW, THEREFORE, IN CONSIDERATION OF TIIE COVENANTS AND AGREEMENTS HEREIN CONTAINED, THE PARTIES AGREE AS FOLLOWS: 1. SERVICES TO BE PERFORMED BY THE DISTRICT. During the term of this Agreement, the District shall perform the following services for the operation, administration and maintenance of the Facilities. These responsibilities are as follows: A. The District shall operate the golf course as a public facility. The golf course shall be maintained to a standard comparable to other public golf courses in the northern Colorado area, subject to the limitations inherent in the altitude and terrain of the golf course. The District shall be responsible for providing the necessary equipment, facilities, inventory, supplies and labor necessary to maintain the golf course. B. The District Will maintain the current sprinkling system on the course and make all necessary repairs, maintenance and replacements for the system necessary to keep it in good operating condition. It shall be the responsibility of the District to provide the necessary water to adequately water the golf course, subject to reasonable availability of water to the District. C. The .District shall operate a golf merchandise shop in the club house. D. The District shall be responsible for the operation, maintenance and repair of the club house, including, but not limited to cleaning, janitorial services, trash removal, repair and maintenance of the various mechanical systems, such as heating and air- conditioning. E. The District shall be responsible for all major repairs and maintenance of the Facilities. 2-4 F. The District shall provide all necessary security for the Facilities. G. The District shall provide a food and beverage I concession for the golf course and club house. The District shall provide all inventory, equipment and supplies for use in the club house for food and beverage services. H. The District shall provide all necessary licenses and permits for the operation of the club house and golf course, such as liquor licenses, sales tax licenses and occupation licenses. 2. OPERATIONAL GUIDELINES. The District shall develop and deliver to the Town a set of Operational Guidelines for the Facilities for each upcoming year. The District shall operate the Facilities in accordance with the Operational Guidelines. 3. PERSONNEL. The District shall hire the personnel necessary to fulfill its operational requirements pursuant to the terms of this Agreement. Such personnel shall be hired and employed by,the District, except that the District may employ in its discretion, independent contractors to perform services required by the District. All such independent contractor relationships shall be between the District and the independent contractor and shall not include the Town. 4. FEES. The District shall be entitled to charge fees for the use of the Facilities. It shall be in the sole discretion of the District to set and determine the fees charged for all of the Facilities. All revenues from the operation of the Facilities shall be the property of the i District. 5. OPERATING AGREEMENT FEES. In consideration of the granting to the District of the exclusive right to all revenues from the operation of the Facilities, the District shall pay, or cause to be paid, the following fees to the Town or other parties to which the fees are due: A. Base Rentals. The District shall pay those base rentals more fully set forth in Section 6.2 of the Lease. Said base rentals shall be paid to the Town fifteen (15) days prior to the date the Town is required to pay said base rentals to the Trustee under the applicable terms and conditions of the Lease and the Indenture. Base rentals shall be adjusted by the parties upon the occurrence of the following event or events: 2-5 -r (i)'. Adjustment of the Base Rentals, due to monies transferred into the Certificate Fund as that fund is defined in the Indenture from accrued interest, investment earnings from the Reserve Fund or Certificate Fund, the Reserve Fund, and monies from the Construction Fund. (2). If the Building Authority issues Additional Certificates as the same are defined in the Indenture, the base rentals shall be adjusted accordingly. (3). In the event there is a partial redemption of the Certificates and/or the Additional Certificates, if applicable, the base rentals shall be adjusted to reflect the partial redemption. However, the base rentals shall only be adjusted in the event that monies used to effect the partial redemption of the Certificates and/or Additional Certificates, are deposited with the Town for that purpose by the District. (4). In the event the Town exercises the Purchase Option, as set forth in the Lease, the base rentals shall be adjusted by a pro rata amount of the purchase price paid by the District to the Town for the purpose of exercising said Option. (5). In the event the Town receives any monies pursuant to Section 15.4 of the Lease, the District shall be entitled to reimbursement of said funds as an overpayment of Base Rentals. B. Additional Rentals. The District shall pay, or cause to be paid, all Additional Rentals, as the same are set forth in Section 6.2 of the Lease. The payment of said Additional Rentals shall be under the same terms , and conditions as the Town's obligation to Pay Additional Rentals as provided in the Lease. In the event that there are no Base Rentals due and owing under the provisions of Subparagraph A above, the District shall continue to pay all Additional Rentals due and owing during the term of this Operating Agreement. C. Manner of Payment. The Base Rentals shall be paid in lawful moneÂ¥ of the United States of America to the Town. The. obligation of the District to pay the Base Rentals and Additional Rentals required under the Lease during the term of this Agreement, shall be absolute and unconditional, and payment of the Base Rentals and Additional Rentals shall not be abated through accident or unforeseen circumstances. Notwithstanding any dispute between the District and the 2-6 1 Town, any contractor or subcontractor retained with respect to the Project, any supplier of labor or j materials in connection therewith, the District shall ~ make all payments of Base Rentals and Additional Rentals : when due and shall not withhold any Base Rentals or Additional Rentals pending final resolution of such dispute, nor shall the District assert any right of i set-off or counterclaim against its obligation to make I such payments required hereunder. No action nor 1 inaction on the part of the Town shall affect the District's obligation to pay all Base Rentals and Additional Rentals during the term of this Operating Agreement. D. Payments to Constitute Currently Budqeted Expenditures of the District. The District and the Town acknowledge and agree that the Base Rentals and Additional Rentals hereunder shall constitute currently budgeted expenditures of the District. The District's obligations under this Agreement shall not constitute a mandatory charge or requirement in any ensuing Fiscal Year beyond the then current Fiscal Year. No provision of this Agreement shall be construed or interpreted as creating a general obligation or other indebtedness of , the District within the meaning of any constitutional or statutory debt limitation. No provision of this Agreement shall be construed or interpreted as creating a delegation of governmental powers nor as a donation by or a lending of the credit of the District within the meaning of Sections 1 or 2 of Article XI of the Constitution of the State. Neither the Agreement nor the issuance of the Certificates shall directly or indirectly obligate the District to make any payments beyond those appropriated for the District's then current Fiscal Year. No provision of the Agreement shall be construed to pledge or to create a lien on any class or source of District moneys, nor shall any ~ provision of this Operating Agreement restrict the future issuance of any District bonds or obligations payable from any class or source of District moneys. E. Force Maieure. The District shall be obligated to pay the Base Rentals and Additional Rentals except, by reason of Force Maieure, the District shall be unable ' in whole or in part to carry out any agreement on its part herein contained. The District shall not be deemed in default during the continuance of such inability. :4 The District agrees, however, to remedy, as promptly as legally and reasonably possible, the cause or causes preventing the District from carrying out its agreement; provided that the settlement of strikes, lockouts and other industrial disturbances shall be entirely within the discretion of the District. 2-7 6. CONSTRUCTION PHASE. The parties understand and ' agree that the District will be undertaking the construction of the Project following the execution of this Agreement. The District agrees to construct the project, provide the documents, enter into and obtain the documents, contracts, insurance policies and bonds, subject to availability and statutory requirements, and provide insurance as the Town is i obligated so to do under Article VII of the Lease. In the event the Proj ect cannot be completed with the amount of moneys available therefor in the Construction Fund, including all investment income in said Fund, the District agrees to exercise one of the following options: (A) Make such modifications to the plans and specifications for the Project as will permit the Project to be constructed, installed and completed from , the amounts available therefor in the Construction Fund; or (B) Request that the Town, together with the Trustee, use their best efforts to issue additional Certificates pursuant to Section 2.11 of the Indenture; or (C) Cause to be deposited sufficient funds of the District in the Construction Fund to complete the project. 7. COMPLETION OF CONSTRUCTION. The District shall provide the Town with a Certificate of Completion of the Project as set forth in Article VII of the Lease. - Upon delivery of that Certificate of Completion and the acceptance thereof by the Town, the District's responsibility under Paragraph 6 above shall be fulfilled, except that said fulfillment of the District's responsibility shall not prejudice or waive any rights the Town may have against third parties which exist at the date of delivery of the Certificate or which may subsequently come into being. 8. INSURANCE. Following completion of construction and delivery of the Certificate set forth in Paragraph 7 above, the District shall provide casualty, public liability and property damage insurance in the amount and under the terms and conditions as set forth in Section 9.5 of the Lease. The Town shall be named as an additional insured under all such policies. 9. TAXES. The District shall pay all property taxes, real property taxes, assessments, special assessments, personal property tax on all equipment, inventory and supplies used by the District ln the operation and 2-8 r ! 1 maintenance of the golf course and club house, all applicable sales tax and use taxes, all necessary unemploy- ment, workers' compensation, FICA, employees' federal and state withholding and FICA taxes on employees of the District which are employed in any capacity for work at the facilities. Such taxes shall be paid when due. 10. EOUIPMENT. The District shall provide all necessary equipment for the operation and maintenance of the Facilities. The equipment shall remain the property of the District and not the Town, except that equipment which shall remain the property of the Building Authority, which equipment was purchased from the proceeds of the Certificates. In the event of termination of this Agreement, the District shall sell all of the equipment requested by the Town used by the District in the operation and maintenance of the Facilities, to the Town for ltS then fair market value, except the District shall be entitled to keep all equipment used by the District in the operation and maintenance of the 9-hole golf course and other activities of the District. The Town shall pay the District the appropriate amount in cash within sixty (60) days of the ' date of termination of this Agreement. 11. NON-APPROPRIATION. In the event that the District shall not specifically budget and appropriate, on or before December 31 of each Fiscal Year, moneys to pay all Base Rentals and the reasonably estimated Additional Rentals : coming due for the next ensuing Fiscal Year, an Event of Non-appropriation shall be deemed to have occurred; subject, however, to each of the following provisos: A. The Town shall declare an Event of Non- ,appropriation on any earlier date on which the Town receives official, specific written notice from the District that the Operating Agreement Will be terminated. B. Absent such notice from the District, the Town , shall give written notice to the District of any Event of Non-appropriation on or before the next following I- January 6; but any failure of the Town to give such written notice shall not prevent the Town from declaring an Event of Non-appropriation or from taking any remedial action which would otherwise be available to ~ the Town. 1 C. The Town may waive any Event of Non-appro- priation which is cured by the District within a reasonable time, if in the Town's judgment such waiver is in the best interests of the Town. 2-9 .f D. The Town shall waive any event Of Non-appropriation which is cured by the District, by specifically budgeting and appropriating, within 30 days ~ of the giving of notice by the Town as provided in B above, or by April 1 of the ensuing Fiscal Year whichever is earlier, moneys sufficient to pay all Base Rentals and reasonably estimated Additional Rentals coming due for such Fiscal Year. In the event that during any Fiscal Year, any Additional Rentals shall become due which were not included in the District's current budget, and if there are no moneys available to pay such Additional Rentals, then in the event that moneys are not specifically budgeted and appropriated to pay such Additional Rentals within 90 days subsequent to the date upon which such Additional Rentals are due, an Event of Non-appropriation shall be deemed to have occurred, upon notice by the Town to the District to such effect (subject to waiver by the Town as provided in Paragraph C above.) If an Event of Non-appropriation occurs, the District shall not be obligated to make payment of the Base Rentals or Additional Rentals or any other payments provided for herein which accrue after December 31 of the Fiscal Year ' during which such Event of Non-appropriation occurs; provided, however, the District shall continue to be liable for Base Rentals and Additional Rentals allocable to any period during which the District shall continue to occupy the Facilities. The District shall in all events vacate the Facilities by December 31 of any Fiscal Year during which an Event of Non-appropriation occurs. 12. TOWN'S RESPONSIBILITIES PURSUANT TO THE LEASE. The Town agrees to perform all of its obligations and responsibilities pursuant to the terms and conditions of the Lease. In the event the Town is in default, and the Lease is terminated for said default, the District shall be entitled to negotiate with the Building Authority and/or the Trustee with regard to the operation and maintenance of the Facilities and the construction of the Project. 13. TERMINATION BY THE TOWN. The Town shall have the option of terminating this Agreement in the event of default by the District herein: A. Default. The following shall, unless cured in accordance with Paragraph B below, constitute a default by the District: 2-10 r . (1). The filing of a voluntary petition for protection under the Federal Bankruptcy laws; (2). A discontinuance by the District of its , business or abandonment Of activities at the i Facilities; (3). Failure of the District to perform its duties and responsibilities under the terms of this Agreement; (4). An event of Non-appropriation by the District. B. Cure. The District shall have thirty (30) days after written notice from the Town, specifying the nature of its default, to cure said default. C. Notice of Termination. The Town may exercise its option hereunder to terminate this Agreement by giving written notice to the District. 14. TERMINATION BY THE DISTRICT. The District shall have the option of terminating this Agreement in the event of default by the Town herein: A. Default. The following shall, unless cured in accordance with Paragraph B below, constitute a default by the Town: (1). The filing of a voluntary petition for protection under the Federal Bankruptcy laws; (2). Failure of the Town to perform its duties ~ and responsibilities under the terms of this Agreement; (3). An event of Non-appropriation by the Town, pursuant to the applicable provisions of the ~ Lease. B. cure. The Town shall have thirty (30) days after written notice from the District, specifying the nature of its default, to cure said default. C. Notice of Termination. The District may exercise its option hereunder to terminate this Agreement by giving written notice to the Town. ' i 15. TERM OF THE AGREEMENT. The term of this Agreement shall begin on the 15th day of January, 1990, and shall be for a five-year period. Unless this Agreement is terminated as provided in Paragraphs 13 and 14 above, the District 2-11 . 1 shall have the option of renewing this Agreement for an additional five-year period by giving the Town notice on or before June 1, 1994 of its intention to renew this Agreement for an additional five-year period. This Agreement shall automatically renew for additional one-year periods following either the end of the first five-year term, or the second five-year term, whichever is applicable, unless this 1 Agreement is terminated by either party pursuant to Paragraph 16 below. 16. OPTION TO TERMINATE. At the end of either the first five-year term or second five-year term set forth in Paragraph 15 above, whichever is applicable, either party , shall have the option to terminate this Agreement upon giving written notice to the other party at least 180 days ' prior to the automatic renewal date which is January 15th of each year. Said notice shall be given pursuant to the provisions of Paragraph 23 below. 17. IMPROVEMENTS OR MODIFICATIONS TO THE FACILITIES. Following the completion of the construction, the District may modify the Facilities only upon receipt of written approval or such modification by the Town. This shall only apply to improvements or modifications requiring the expenditure of more than $25,000.00. 18. TAX EXEMPTION WARRANTY. The District certifies and : covenants to and for the benefit of the Town that so long as i any of the Certificates remain outstanding, the District ; shall at all times do and perform all acts and things necessary or desirable in order to assure that interest paid on the Certificates shall, for the purposes of federal ; income taxation, be excludable from the gross income of the recipients thereof and exempt from such taxation. It is hereby covenanted and agreed by the District that it will not make, or permit to be made, any use of the original proceeds of the Certificates, or of any moneys treated as proceeds of the Certificates within the meaning of the Code and applicable regulations, rulings and decisions, or take, permit to be taken or fail to take any action which would adversely affect the exclusion from gross income of the interest on the Certificates under Section 103 of the Code and applicable regulations, rulings and decisions. The covenants contained in this Section shall continue in effect ! until all Certificates are fully paid, satisfied and discharged. 19. INDEPENDENT CONTRACTOR. The District is not an agent or employee of the Town hereunder, and all of its activities relating to the Facilities shall be in its capacity as independent contractor to the Town. 2-12 20. INDEMNIFICATION BY THE DISTRICT. The District j agrees to indemnify, hold harmless and defend the Town, and ; its officers, agents and employees, from and against all liability for any and all claims, liens, suits, demands or actions for damages, injuries to persons, including death, 1 property damage, including loss or use, and expenses, including court costs and reasonable attorneys' fees arising out of or resulting from the District's intentional or negligent actions and/or omissions in the operation and maintenance of the Facilities and construction of the Project under the terms and conditions of this Agreement. 21. INDEMNIFICATION BY THE TOWN. The Town agrees to indemnify, hold harmless and defend the District, its officers, agents and employees, from and against all liability for any and all claims, liens, suits, demands or actions for damages, injuries to persons, including death, property damage, including loss of use, and expenses, including court costs and reasonable attorneys' fees arising out of or resulting from any negligent or intentional act and/or omission of the Town with regard to the operation and maintenance of the Facilities and construction of the Project under the terms and conditions of this Agreement. 22. NOTICE OF CLAIMS. The Town and the District will i provide each other with prompt notice of any event covered by.the indemnity section of this Agreement and in the event of a claim or action is filed, each party may employ attorneys of its own choosing to prepare and defend the claim or action on its behalf. 23. NOTICES. All notices, demands or other documents required or desired to be given, made or sent to either : party under this Agreement shall be made in writing, shall be deemed effective upon receipt and shall be personally delivered or mailed, postage prepaid, certified mail, return receipt requested as follows: TOWN OF ESTES PARK DISTRICT Town Administrator Executive Director Town of Estes Park Estes Valley Recreation , Post Office Box 1200 District Estes Park, CO 80517 Post Office Box 1379 Estes Park, CO 80517 with a copy to: Gregory A. White, Esq. John Phipps, Esq. 200 E. 7th Street, #418 Post Office Box 1569 Loveland, CO 80537 363 E. Elkhorn, Suite 308 Estes Park, CO 80517 2-13 i i 24. ENTIRE AGREEMENT. This Agreement constitutes the ! entire agreement between the parties pertaining to the subject matter hereof. 25. APPLICABLE LAW. This Agreement shall be construed ' , in accordance with the laws of the State of Colorado and venue for any civil action with respect thereto shall be proper only in Larimer County, Colorado. 26. ATTORNEYS' FEES. In the event either party to this Agreement shall institute legal proceedings or be the defendant in legal PFoceedings for the purpose of enforcing the terms and provisions of this Agreement and shall prevail in a final, non-appealable judgment entered by a court of competent jurisdiction, then the non-prevailing party shall reimburse the prevailing party for all reasonable attorneys' fees, court costs, and reasonable expert witness fees incurred as a result of such proceedings. 27. PARTIES BOUND. This Agreement shall bind the respective successors and assigns of the parties hereto. 28. LEGAL CONSTRUCTION. In case any one or more of the provisions contained in this Agreement shall for any reason be held to be invalid, illegal or unenforceable, in any respect, such invalidity,illegality or unenforceability shall not affect any other provision hereof and this Agreement shall be construed as if such invalid, illegal or unenforceable provision had never been contained herein. 29. ASSIGNMENT. This Agreement may not be assigned by either party hereto without the written consent of. the other party. 30. FORCE MAJEURE. For the purpose of Paragraph 5, Subparagraph E of this Agreement, "Force Majeure" means, without limitation, the following; acts of God; strikes, lockouts or other industrial disturbances; .acts of public enemies; orders or restraints of any kind of the government of the United States of America or of the State or any of : their departments, agencies, or officials or any civil or military authority; insurrection; riots; landslides; earthquakes; fires; storm; droughts; floods; explosions; breakage or accidents to machinery, transmission pipes, or canals; or any other cause or event not within the control of the District. 2-14 11 1 1 IN WITNESS WHEREOF, the parties have executed this Agreement the day and year first above written. TOWN OF ESTES PARK /1/1./ 1\ / /1 , By: .(,1/34 x.+Vg/~ Mayor ATTEST: r~r-Â·-- vl) Akke, (0 -teÂ»a.A j Town Clerk 1 t ESTES VALLEY RECREATION AND i PARK DISTRICT t By: (1,<igo ( 1-) i ce ,-nju~ President ATTEST: cft,r- E.,-i- u. Sdbre7ry Of ' ,1 2-15 M'EMORANDUM DATE: January 23, 1995 | TO: BILL LINNANE FROM: Greg Sievers RE: Right-Of-Way work permit Having reviewed and compared the requirements for Right of Way work in other jurisdictions (CDOT, Larimer County and City of Loveland) I have the following comments. The TEP is slightly lacking in statements of liability, overall quality control, and pricing. If the permit is to be rewritten I suggest the following items be revised. 1. Permit pricing to be commensurate with linear footage constructed. 2. Make a portion of the permit cost refundable after final inspection and acceptance. ~.. Require 25' overlay on either side of trench, full width of street. (similar to CDOD 4 Require a "T" patch over trench. Cut oil 1' wider than trench and require 6" of asphalt. 5. Increased permit cost to streets newer than 3 years. (Including overlaid streets). 6. Permittee shall be present for final inspection. 7. * Permittee shall be bonded and insured and policy shall hold TEP harmless. 8. Separate permit for Overweight, Oversize and Special Transport (house moving) including separate permit fee. 9. Special consideration for the use of explosives. 10. * Require Traffic Control Plan (TCP) for any through street, with standard drawings. (~) * Wheel or Saw cut all asphalt in straight lines. 12. Mandatory inspection prior to paving. Test results produced before paving. 1~3. * Trench work shall have soil compaction tests during backfill at the contractors expense, to eliminate the chance of settlement. 14. Enforce - no work on weekends, holidays and severe weather. 15. Consider cost savings for boring. No diagonal boring. Â§*Use of a flowable backfill shall be encouraged or mandated, perhaps offering cost adjustment. 17. Town shall appoint one inspector to avoid contradictions. 18. * Contractor shall be held solely responsible for meeting all requirements. 16. * Warrentee period (2 year)shall be strictly enforced. 17. Contractor shall provide ALL asphalt repairs. PW is not in the paving business. 18. Contractor shall have a copy of the permit on the job site at all times. In a 1991 investigation the Larimer County Engineering Dept. did a front range comparative review of eleven (11) other counties and found themselves to be the most lenient and undercharged. L. C. documented their findings in a report, two of their three examples are from the Estes area and attached. The County is currently upgrading their standards. We will examine adopting those. * Items are currently specified in our permit but there is little means of enforcement at this time. 3-1 ****************** The first theoretical site is a project done by Chief's Land- scaping and Nursery Ltd. installing an electrical line for the City of Estes Park along Devil's Gulch Road in the summer of '91. This project called for the placement of a 7200 volt primary distribution line, 4000' linear feet, to be placed 4 feet deep in the north shoulder, within 3' of the asphalt roadway. This project is considered a minor installation according to Larimer County's policy, since no asphalt needed to be replaced due to contractor cuts. Even though the contractor was charged the minor installation fee, so far Larimer County's Utility Inspectors have made five trips to Estes Park in connection with this project, with a sixth trip anticipated to insure proper clean-up. The estimated inspection time when the project is completed will be approximately 17 hours, including travel time. The projected range of permit fees is: Arapahoe $467 Adams $430 Boulder $425 Douglas $420 > Jefferson $415 Pueblo $366 Fremont $222 Weld .$220 Huerfano $195 El Paso $106 Larimer $ 10 fES-rea PAR K * 25 The third theoretical site is a project done by B.T. Construction, installing a 12" water main for the City of Estes Park in April of 91. There was approximately 7000' of pipe laid in and along the roadway, which will be estimated as all of the length being in the traveled portion of an asphalt road, with a trench width of two feet and depth of four feet. Even though the work was being done for the City of Estes ~ Park, the work was done by a private contractor and was not allowed the reductions due a Public Utility. The projected range of fees is: Arapahoe $3,220 Douglas $2,160 Boulder $2,125 Adams $1,430 I Jefferson $1,260 El Paso $ 738 Weld $ 630 Pueblo $ 444 Fremont $ 423 Huerfano $ 345 Larimer $ 50 ESTES PARK 4 26 3-2 t r ' PERMIT NUMBER , 7'OWN OF ESTES PARK RIGII'l'-OF-WAY WORK l'ERMIT Permission is hereby given by the Town of Estes Park, hereinafter referred to as the Town, to (Contractor) (Owner)_ ,hereinafter referred to as the Permittee as follows: To excavate within the corporate street limits of (address) (Subdivision lot, block,) for the purpose of upon the following terms and conditions: A. The Permittee shall notify the Town Public Works Departinent prior to commencing the work and the work shall be suwect to inspection and approval by the Town. B. Before perforining any work within the public right-of-way, any firm, or corporation must first obtain a local Business License, be fully insured and bonded and possess the skills and tools required for such work. Utility locates are the responsibility of the contractor. C. The facility installed shall be installed and maintained at the sole risk and expense of the Permittee for TWO (2) YEARS, and the Town of Estes Park shall not be held responsible or liable for any damage, claim, demand or expense whatsoever resulting from said installation and maintenance. 1 he Permittee agrees to save and hold harmless the Town from any damage, claim, demand or expense, including but not limited to reasonable attorney fees, resulting from said installation and maintenance. D. The work sliall be performed in such a manner so as to allow tile road to remain open to traffic. Warning signs and devices shall be supplied by die Permittee to warn motor vehicle operators mid pedestrians of dangerous conditions during construction, When required, a traffic control plan shall be supplied prior to excavation and be approved by tlie Fire, Police and Public Works Departments and installed by the contractor. All warning signs and devices shall be iii conformance with the Manual of Uniform Trallic Control Devices. E. l'he work hereunder shall commence within thirty (30) days of the date of this permit and be continuously undertaken to completion no later than thirtv (30) days from die date hereof. Failure to comply with this provision shall be grounds for revocation of this permit and require the permittee to acquire a new permit and associated fees. F. No asplialt pavement on any Town road shall be cut or removed imder this permit unless specifically permitted i hereunder and the Permittee shall not extend the cut further than herein specifically permitted. G. Technical services, inspection and routine testing of materials will be prÂ·ovided by the Town when deemed ' necessary by tile Public Works Department or requested by the contractor. Use of any substandard niaterials or failing tests shall require the contractor to remove and replace same at his expense. H. The work shall be performed iii the following niatiner: 1. Trenches and/or holes as a result of the colitractor's work shall be backlilled and compacted to 95% with the native material (except when it is saturated. littered with debris or organics) to within four inches (4") of the finish grade. The top two inches (2") below asphalt shall be CDOT Class 6 road base. If the Town is hereby contracted to finish the patching, tile remaining top two inches (2") shall also be shaped and cut per #2 below, filled with road base or cold mix and compacted. No open holes shall remain at the end of the working day. 2. Asplialt to be cut shall be sawed or scored vertically to the specified dimensions mid full deptli of the existing pavement to prevent damage to pavement remaining iii place. All sides shall be cut full length straight lines and receive a coat of tack oil. Co,icrete shall be saw cut full depth and replaced with equal thickness with a mix no less than 4000 psi. 3. Asphalt pavement removed during construction shall,be replaced: by the Permittee with a minimum of 2" "CX." hot bituminous ast)lialt to the grade of the existing pavement. If work is not complete within 39 days, the Town reserves the right to repair the roadway at a cost to the contractor as specified below. by the Town at a cost to the Permittee as specified below. PERMIT TO EXCAVATE 1 3-3 .bÂ·,Â·2%,4#F/*-am 1 - 4. Following coinpletion of construction, the Permittee shall return the right-of-way to its original condition, as near as practicaL This includes, but is not limited to, grading, drailinge, rip rap, alignment, shouldering, topsoil, plantings, native grass and sod. Contractor shall remove all nibbish and debris caused by the construction. This work shall be accepted by tile Streets/Parks Department. I. All work sliall be warranted for TWO (2) YEARS from thedate of completion. Theedgeof any asphalt pavement wllicll breaks down, ravels out, cracks, spalls, or has trench settlement within the road right of-way; or If any road repairÂ·s are made necessary by reason of this work, Ilie Permittee hereby agiees to promptly reimburse the Town for the cost of ally such repairs, including but not limited to cracksealing, skin patching, removal and replacement, excavation and compaction. J. if permanent hot patching calmot be pet formed within two (2) weeks, or in the.winter scason, a temporary asplialt surface is required immediately. It will be a cold mix paving material. It shall be compacted mid sealed and i provide it smooth non-hazardous riding surface. Tile contractor sliall cominuously monitor the temporary surface and any degradation shall be iepaired iminediately by the contractor to the Town's satisfaction or it will be repaired or replaced by tile Town at tile contractor's expense. K. This permit is given by the Town and accepted by the Permittee with Ihe understaticling tliat it Is conditional. If at any time during the course of the work, at the sole discretion of the Public Works Department, the work ' interferes with Town road consouction or maintenatice, the Permittee will retnove or relocate tile work within 48 hours from receipt of written notice from the Town at the sole expense of tile Permittee. L. This permit or any portion thereof or any rights hereunder may not be assigned by the Permittee. M , This permit agicement sliall be binding lipoil the heirs, personal replesetilatives alid sticcessors ofthe parties hereto. The confractor is solely responsible for the long-teim condition and quality of their trench work and paving. N, Sliould the Permittee violate any of the terms and conditicms of this permit, and tile Town have to commence civil litigation to elitorce ilic same, tile Towil sliall be entitled to its reasonable attorney fees and costs re sultitig therefrom. By execution of this permit, Ilie Permittee agrees to promptly Icimliti, se the Town for all woik related to the base and asplialt pavement repaiied by the Town at the price of $4.00 per squate foot each for cold mix and hot patch. Permitted sizes and estimated costs are: (L) x (W) = SF x $4.00/SF = $ Final payment charges sliall be determined by "in place" lield measurements tipon completion of the pavement repair. Trench size iii excess of those peimitted above will result in the additional area being billed to the contractor. Having carefully examined this pei-Ii,it, the Pet-mittee bet)y agrees the terms and conditions hereinabove described. PERMITTEE: API'ROVED: , 19 (Check one) Co litractor Ow,ier rOWN 01: ES IES PARK, COLORADO , Address: $25 Permit Fee (Paid) By: Signature: Construction Manager Phone: FMal Ilispection: Date By:- *********** Date: SIREET DEPARTMENT WORK: Cold Alix: Date: By: Dirt Wolk: Date: By: Hot Mix: Date: By: (L) x (W) SF Average Depth: 3-4 PERMIT TO EXCAVATE 2 04 NOV 31994 1 I j 2,1 UNITED STATES PA-~ POSTAL SERVICE c March 24, 1994 = Ms. Vivian Moyers 1631 Avalon Drive #10 Estes Park, CO 80517-7315 Dear Ms. Moyers: General Counsel Mary Elcano referred your letter concerning mail delivery in Estes Park, Colorado to me for response. This office administers delivery policies. City, rural or highway contract delivery service can be established in a community if certain basic criteria are met. City delivery service has specialized requirements for addressing and development; and all forms of delivery service have requirements that roads be maintained and passable year round. Regardless of the type of carrier service provided, door delivery has not been extended or established since 1978, except for businesse@, or in the case of hardship due to an individual customer's physical condition. Â·Curbline or centralized "cluster" boxes are delivery options for qualifying residential areas. While we try to provide service in the most efficient manner possible, cost alone is_DR! a suitable basis for denying delivery. I have enclosed copies 6f our current regulations regarding the establishment and extension of delivery service, as information. I have also ; asked Mr. Frank Beebe, Manager of our Denver Customer Service and Sales District, to have his staff contact you to discuss your concerns. Our Denver District is responsible for service in the Estes Park area and can best evaluate whether or not the basic require- ments for delivery have been met and, if so, the range of available service options. I hope this information has been helpful. You should expect to hear from our Denver i District within the next week or two. i Sincerely, 0 a,-14_. 9*AL / Roy Gamble, Manager ~C~v,0- Delivery Policies and Programs j~j)~fk/&)-') Operations Programs Customer Service and Sales Enclosure cc: Mr. Beebe 1-1 475 L'ENFANT PLAZA SW WASH*INGTON DC 20260 r 154.736 Domestic Mail Services t shipment is removed at each stop. that no other but from which no Form 3607-C or Form 8017 material (mail or freight) is added. and thal any was returned. ' remaining shipments are kept separate from any i 154.737 Destination Postal Facility Responsibilities \ other freight remaining on the vehicle. 1 a. Postal lacilities where expedited plant load ship- g. The mailer must present the required mailing ment mailings are deposited must complete the statements and documentation to the DMU for each destination post olfice'section of Form 8017 and mailing. At destination, the mailer must provide the Form 3607-C accompanying the vehicle and return necessary documentation (provided by the USPS) them to the postmaster of the post office where the t,) prove the required postage was paid for the mailer-s plant load is authorized. expedited plant loaa shipment. b. Each destination postal facility receiving expedited h. The mailer must meet the requirements that apply plant load shipments must determine whether the to any presort or automation-based rates claimed , mailer's vehicle has other expedited plant load on the mailing being prepared as an expedited plant shipments on board for deposit at other postal load shipment. Expedited plant load snipments are facilities. If more shipments are found. the vehicle not eligible for destination entry rates. must be sealed by USPS employees before 154.736 Detached Mail Unit (DMU) Responsibilities. departure. If tile vehicle is empty or found to contain When mailers are authorized to transport an expedited only freight, no postal seal is applied. r)!ant load shipment at their own expense to a c. Additional mail for downstream postal facilities must Gestination postal facility. the DMU employees as- riot be loaded onto the mailer's vehicle by any fignea to the mailer's plant must verdy those mailings postal facility at which the mailer has deposited an as they would all other mail to be accepted under the expedited plant load shipment. plant load authorization. including the following: 154.738 Refunds. The USPS does not refund postage i, Before Dispatch. Before the disoatch of an for any failure to provide service caused in whole or in expeaited plant load sh,pment. DMU employees part by any event that occurs before the shipment is must complete the lollowing aaditional activities for deposited in and accepted at a postal facility, except mail loaded onto mailer-provided transportation: under 147.2. ( 1) Observe the loading of each vehicle used to transport an expedited plant load shipment. 154.74 Holding, Storing, or Delaying Dispatch. The (2) Complete the origin post olfice section of Form USPS does not hold. store, or otherwise delay the 3607-C for each mailing or mailing segment dispatch of plant-loaded mail released to the USPS, contained in each vehicle for each postal facility except under the plant load agreement with the mailer. where mail is to be deposited. 154.75 Relocation of Trailers. The USPS must not (3) Complete a Form 8017 for each vehicle relocate trailers at a mailer's plant. dispatched. Place the form on the inside rear sidewall of the vehicle. Completion of more 154.8 Service Objectives. The service obiectives than one Form 8017 is required for mall to be that apply to the class of mail being transported apply to deposited at multiple postal facilities. the plant-loaded mail. Plant-loaded mail may have 14) Ensure that any material carried as freight on deferred service objectives, if provided for in the plant the same vehicle as an expedited plant load load agreement. shipment is confined to the nose (front) of the vehicle, is separated by a clearly marked 155 City Delivery separation, and is loaded to avoid becoming mixed with the expedited plant load shipment in 155.1 Requirements for Delivery Service transit. (5) Placard the mailer-provided transportation with ~155.11 Establishment. In this part, establishment Form 5111-R and seal the vehicle. refers to the initiation of city delivery service in a i community that does not receive it. In establishing city b. After Dispatch. After the dispatch of an expedited delivery service. a combination of delivery methods is plant load shipment. the DMU must complete the considered tojamideadequate service toall residential , following activities: and business sections of a community. All establish- ( 1) On receipt of Forms 3607-C and Forms 8017 - ments of delivery service must have final approval of the from destination post offices pursuant to area manager, customer services, or designee. Estab- 154.737, reconcile the forms with the mailing lishment of delivery service is considered when the statements to ensure that those offices re- following essential requirements are met: ceived theÂ·correct volume of mail. 4 a. Within the area to be served there is a population of (2) Follow up with any post office where an 2,500 or more or 750 possible deliveries. (The expedited plant load shipment was deposited postal customer population may vary greatly Irom 1-2 110 DMM Transition Book (Effective 7-1-93 to 6-30-94) DomestiÂ¢ Mail Services 155.235 1 the general census .population because of different only if certain conditions are met: consult post- / boundary interpretations and designations.) master lor details). Fi). At least 50% of the building lots in the area to be / b. Single Point Delivery. Single points, receptacles, or served are improved with houses or business door slots provided by business management. places. Where a house or building and its yard or ground cover more than one lot, all lots so covered 155.23 Residential Housing (Except Apartment are considered improved. Houses and Mobile or Trailer Homes) " c. The streets are paved or otherwise improved to 155.231 General. For all residential areas. except permit the travel of post office vehicles at all times. apartment houses and mobile or trailer homes, the without damage or delay. delivery options are either curbside, sidewalk, or central 1 V d. Streets are named and house numbers are ,delivery. under the regulations given below. assigned by the municipal authorities in a manner / 155.232 Curbside Delivery. Delivery may be provided that precludes duplicate mailing addresses. to boxes at the curb so they can be safely and 4 e. The street signs are in place and the house conveniently served by the carrier from the carrier's numbers are displayed. vehicle. / /. The rights-of-way. turnouts, and areas next to tile / 155.233 Sidewalk Delivery roads and streets are sufficiently improved so that the installation and servicing of boxes are not a. If the sidewalk abuts the curb or if other unusual hazardous to the public or USPS employees. conditions exist (e.g., excessive street parking) that / make it difficult or impractical to install or serve 1 g. Satisfactory walks exist for the carrier where required. boxes at the curbline, those customers may be ~Â· permitted to install all their boxes at the edge of the h. Approved mail receptacles or door slots are j sidewalk nearest the residence, where they can all installed at designated locations. , be served by the carrier from the sidewalk. v 155.12 Extensions, In this part, "extension" refers to ~b. If the average lot frontage is 75 feet or less, the the initiation of city delivery service in any areas not boxes are not required to be grouped together: but. included in the boundaries of present delivery service. if the average lot frontage exceeds 75 feet. the but part of a community for which city delivery service is J boxes must be installed in groups of at least two. already established. The delivery service requirements c. If the average lot frontage is 50 feet or less, 1 for extensions are the same as those listed in 155.11 for customers may locate their mailboxes at the edge establishments, except that: of the sidewalk nearest the residence rather than at a.. Section 155.11adoes not apply to extensions, and the curb, regardless of whether the sidewalk abuts b. The applicability of 155.1 lb may be waived if the curb or other unusual conditions exist. All the boxes must be located so that the carrier can serve 4 (1) There is a reasonable expectation that the them from the sidewalk. requirements 01 155.1 lb can be met within 12 , months, and 155.234 Central DeliveryÂ· Central delivery may be 1 (2) Clusterboxes or neighborhood box units are to provided at one or more central locations within a be used for delivery. residential housing development, community, or area. The requirements for such delivery are the following: i 155.13 Existing Establishments and Extenslons Not a. The local USPS managers must approve the Affected. Nothing in this part may be interpreted to mailbox sites and equipment: require any changes in any city delivery service initiated b There must be a minimum of two mailboxes erected under prior city delivery regulations. at one site (there is no maximum limit): and 155.2 Delivery Establishment and Extensions / c. The customers must not be required to travel an unreasonable distance to obtain their mail. . , 155.21 General. Establishment or extension of city 155.235 Central Delivery Addresses. Central delivery delivery service is considered for those areas meeting mail receptacles (including neighborhood box the criteria in 155.11 and 155.12. Normally, this is by unitsiclusterboxes. delivery centers, and postal centers) motorized carrier to curbline boxes or to central delivery must._49._ iÂ®g_tilied by the same?sld.r-q~es as the points or receptacles, supplemented as given below. - dwellings for which they serve as mail receptacles. -1 155.22 Business Areas. The type and design of These identical addresses should be placed inside the buildings govern the method of delivery service to be boxes to be visible only to the carrier as he or she implemented. The delivery options are the following: serves the receptacle or the customer. For security or a. Central Delivery. Central delivery service lor privacy, mailer associations or customer groups may business office buildings, which may include call use another alphanumeric identification system that is not part of the mailing address. windows, post office boxes, or mechanical convey- ors (only for highrise, multiple-tenant buildings. and 1-3 DMM Transition Book (Effective 7-1-93 to 6-30-94) 111 9.1 155.24 . Domestic Mail Services , i j 155.24 Apartment Houses. See 155.6 for delivery (c) The customers must not be required to options. travel an unreasonable distance to obtain ! their mail. 155.25 Mobileor Trailer Homes 155.253 Transient Deve/opments. Transient develop- 155.251 Options. The delivery options for mobile or ments are mobile home, trailer, and recreational vehicle trailer home developments depend on whether the parks where the lots are temporarily occupied or rented aevelopment is permanent or transient. and considered transient or seasonal. even though i some families may live in them for an extended period : 155.252 Permanent Developments. Permanent developments consist of managed mobile home parks of time. For these developments, the only option is : or residential mobile home subdivisions where the lots delivery to a single point or receptacle designated by park management and approved by local USPS , are permanently assigned. the streets are maintained for pubiic use. and the conditions are similar to those of managers for the receipt of mail for distribution and mail a normal residential subdivision. For permanent forwarding by employees of the park. This method is developments. the delivery options are either curbside. ~ one of the service options for permanent developments. sidewalk. or central delivery, under the regulations 4 155.26 Exceptions given below. a. Curt)side Delivery. Delivery service may be 155.261 Fill-In. New homes built within a block of provided to boxes at the curb so that they can be existing homes receive the same type of service as the . safely ana conveniently served by the carrier from older ones. When new housing replaces more than one . ~ the vehicle. block in a city delivery area. delivery methods must comply with extension procedures. b. Sidewalk Delivery ( 1) If the sidewalk abuts the curb or other unusual 155.262 Hardship Cases conditions exist (e.g., excessive street parking) a. Changes in the type of delivery authorized for an ' that make it difficult or impractical to install or area are considered where service by existing , serve boxes at the curbline. those customers methods would impose an extreme physical may install all their boxes at the edge of the hardship on an individual customer. Any request for sidewalk nearest the residence where they can a change in delivery methods must be submitted in all be served by the carrier from the sidewalk. writing. Approval of these requests should be based 4 (2) In such conditions. if the average lot frontage is on humanitarian and not economic criteria. Each 75 feet or less. the sidewalk boxes are not request for a change in delivery service should be required to be grouped together; but. if the evaluated on the customer's needs; a request average lot frontage exceeds 75 feet. the should not be denied solely because of increased sidewalk boxes must be installed in groups of at operational costs or because a family member or ; least two. other party may be available to receive mail for the J (3) If the average lot frontage is 50 feet or less. the customer. customers may be permitted to locate all their b. If the local postmaster determines to deny a mailboxes at the edge of the sidewalk nearest request. the request must be sent to the district for i the residence, rather than at the curb, regard- review. If the district concurs with the denial, the less of whether the sidewalk abuts the curb or case must be forwarded to the area manager where , other unusual conditions exist. All the boxes the final decision is made by the area manager. ' must be located so the carrier can serve them c. If a customer no longer requires a variation in the from the sidewalk. type of delivery service, mail service must be c. Central Delivery restored to the mode of delivery in elfect in the area. (1) Delivery service may be provided to a single ' 155.27 Local Ordinances. If a custombr chooses not point or receptacle designated by the manage- to erect a curbside box because of a local, city, county, ment of the development for the receipt of mail or state ordinance prohibiting the installation of for distribution by its employees. mailboxes at the curb, the delivery options in (2) Delivery service may be provided to one or establishments and extensions are as follows: more central points lor the direct receipt of mail a. Central Delivery Service. Central delivery service by postal customers within the area. may be provided at one or more central points in a (3) The requirements for such central delivery are residential housing development, community, or as follows: area if (a) The local USPS managers must approve (1) The local USPS managers approve the mailbox the mailbox and equipment. sites and equipment. (b) There must be a minimum of two mail- boxes erected at one site (there is no maximum limit). 1-4 112 DMM Transition Book (Effective 7-1-93 to 6-30-94) \ I\ \ ,Domestic Mail Services 155.621 I I 42) There is a minimum of two mailboxes erectea provide greater -.rivacy, the hooded part must not be at each mailbox site (there is no maximum below the bottom line of the slot in the outside plate if limit). and placed horizontally, or beyond the side line of the slot in (3) The customers are not required to travel an the outside plate nearest the hinge edge of the door if unreasonable distance to obtain their mail. placed vertically. The hood at its greatest projection must not be less than 2-1,16 inches beyond the inside b. Post Office Box or General Delivery Service. Post face of the door. Door slots must be placed not less than office box or general delivery service may be 30 inches above the finished floor line. provided at the nearest postal facility where carrier delivery emanates. 155.5 Out-of-Bounds Customers. Customers outside city delivery limits may be given delivery ' 155.3 Requests for Delivery Service. Raguests-or petitions to establish. change. or extend delivery service service, if they erect boxes on the carrier's feqular line must be made to the !222.l_postmaster. No formal of travel. Special delivery, parcel post. insured, certified. COD. and registered mail is delivered to the residences petition is required. Postmasters forward requests or petitions to establish serv:ce to the USPS official of out-of-bounds customers, if the residences are not more than three blocks 1.Pm the carrierfs line of travel oesignated by the area office. with a statement - _--- and passaffie waiksai consuucted or the street is not teporting whether the requirements in 155.1 are met. impassable: otherwise. a notice is left in the box 155.4 Mail Receptacles requesting that the customer call for the mail. If an ordinary parcel is involved ariel it cari be placed in the 155.41 Obligationof Customer box. delivery is made in that manner. ~155.411 Purchase. Installation. and Maintenance. 155.6 Apartment House Receptacles Customers of the carrier delivery service must provide authorized receptacles (see 151.5) or door slots. except 155.61 General. Delivery of mail to individual boxes in for mall receptacles authorized by the USPS to be a residential building containing apartments or units owned and maintained by the USPS. The purchase. occupied by different addressees, regardless of , installation. maintenance. and replacement of mall- whether the building is an apartment house. a family receptacle equipment used by customers to receive hotel. residential units, or business units in a residential delivery of mail are not the responsibility of the USPS. area, and regardless of whether the apartments or units except that the USPS may authorize neighborhood are owned or rented, is contingent on the lollowing: delivery and collection boxes and parcel lockers to be a. The building contains three or more units with: purchased. installed, maintained, or replaced by the (1) A common building entrance such as a door, USPS. passageway, Stairs; or V~155.412 Receptacles Not Required. Business houses (2) A common street address (some part of the are not required to provide mail receptacles or door address is shared) approved by local or slots, if they are open and someone is on hand to municipal authorities. receive the mail when the carrier calls. If an office b. The installation and maintenance of mail recepta- building is equipped with an elevator. carriers deliver to cles is approved by the USPS. individual offices. if they are open when the carriers c. Each apartment is provided one box, including that arrive. If the offices are not open when the carrier of any resident manager or janitor, unless the arrives. mail receptacles or door slots must be provided. management has arranged for mail to be delivered 155.42 Keys to Customer's Private Mail Receptacle. at the office or desk for distribution by its City delivery carriers are prohibited from accepting employees. keys for locks on private mail receptacles. buildings, or d. The grouping of the boxes for tile building is at a oMices. except under A.3. of Publication 17, Apartment single point readily accessible to the carrier. House Mail Receptacles-Regulations and Manufac- Note: The tenant's correct mailing address is the turing Standards. \1 city delivery customers place locks address of the entrance at which the mail receptacles on their receptacles, the receptacles must have slots are located. and should include the apartment number a large enough to accommodate their normal daily mail or designated mailbox number. volume so that delivery may be made by the carrier without using a key. 155.62 Exceptions 155.43 Door Slot Specifications. The clear rectangu- 155.621 Apartment House Comp/exes. If, however, lar opening in the outside slot plate must be at least more than one such building in an apartment house 1-1 2 inches wide and 7 inches long. The slot must have complex has the same approved common street a Ilap, hinged at the top if placed horizontally, and number, delivery of mail to individual boxes is hinged on the side away from the hinge side of the door contingent on tile grouping of all the boxes for the if placed vertically. When an inside hood is used to common street number at a single point readily 1-5 DMM Transition Book (Effective 7-1-93 to 6-30-94) 113 155.622 Domestic Mail Services accessible to the carrier. even though the boxes serve ordinary mail and sale of stamps. Services such as the residents In more than one building. sale of money orders and the acceptance and delivery of certified, insured, registered. and COD mail are 155.622 Two or More Entrances. It. however. such a provided by rural carriers at the time they service these building has more than one entrance. delivery of mail to units. Carriers must remain at the unit at least 15 mall receptacles grouped at more than one entrance Is minutes each day their routes are scheduled to operate, contingent on (1) each entrance to which delivery is to provide customers with the services not otherwse made serving three or more apartments or flats and (2) available from the unit. the assignment, by local or municipal authorities. of a different street number to each such entrance. 156.13 Hours. Rural stations and branches are open during the ordinary business hours of each weekday, : 155.63 Mail Receptacles except national holidays. 155.631 Mail Receptacle Responsibility. The i 156.14 Treatment of Mail. Mail addressed to a rural purchase. installation. maintenance. and replacement of station or branch is. kept there to be called for. unless i mall receptacles. boxes. or parcel lockers. are not the the addressee is a customer of a rural route starting responsibility of the USPS, except for neighborhood from the rural station or of an adjoining route: in which delivery arla collection boxes and parcel lockers case. tlie mail is delivered to the customer's box by the authorized by the USPS to be owned and maintained by the USPS. carrier. Mail addressed to a nonpersonnel rural unit is placed in the addressee's post office box at the unit. 155.632 Improved Mail Receptacles. Owners and managers of apartment houses. lamily hotels. flats. or 156.2 Delivery Routes comotexes described above equipped with obsolete 156.21 Establishment. A petition signed by the heads apartment house mail receptacles. should install up-to-date receptacles approved by the USPS for of families wanting establishment of a rural route should be submitted to the postmaster of the post office from adequate protection of the mail. When such buildings which delivery service is wanted. or to the USPS. Form are suostantially renovated, or remodeled to provide 4027 may be obtained from the postmaster for this , additional apartments, or a material change is made in the location of boxes. obsolete receptacles must be purpose. The general rule is that a newly established route should serve an average of at least one family per , replaced by approvea receptacles. mile. Unusual conditions such as volume and type of 155.64 Installation, Specifications. and Approval. mail are considered. On routes of less than 10 miles, an The conditions requiring installation of receptacles. average of a least six families per mile should be specifications for construction. installation procedures. eligible for service belore a route is established. and approval procedures for manufacturers are covered in Publication 17, Apartment House Mail 156.22 Extensions. Requests or petitions lor extensions of rural routes should be submitted to the Receptacies-Regulations and Manufacturing Stan- dards. postmaster of the office from which the route operates. Form 4027 is available from the postmaster for these , requests. Extensions should ordinarily serve an average 156 Rural Service of at least one family per mile of additional travel, including retrace. Other factors, such as financial 156.1 Rural Stations and Branches ' transactions and type and volume of mail. are , 156.11 Establishment. Rural stations and branches considered. Roads generally should be public, must be are established and maintained in communities where a kept in good condition, and be passable for vehicles considerable number of people would be seriously year-round. If an extension is proposed over a road not inconvenienced if required to transact postal business maintained by road authorities, the postmaster must with rural or highway contract carriers only, and where it obtain and submit with Form 4027 a letter from the is determined to be inadvisable to establish an person responsible for maintaining the road that it will independent post office. be kept passable at all times. This letter should include the statement "It is understood that, if the road is not 156.12 Functions properly maintained, rural delivery service will be withdrawn." Rural mail delivery may be extended to 156.121 Aura/ Stations and Branches. Personnel at families at noncity-delivery offices of the first-. second-, rural stations and branches accept, dispatch, receive, and third-class who reside outside a .25-mile radius of and deliver mail (including registered, insured. GOD, the post office, if such service is requested and the and certified mail), issue money orders. and sell stamps other requirements are met. For extensions to mobile and stamped paper. home, trailer, and recreational vehicle parks, see 156.122 Nonpersonnel Rural Units. Nonpersonnel 155.251 and 155.252. rural units are self-service units that furnish essential mail services. such as the collection and delivery of 114 1-6 DMM Transition Book (Effective 7-1-93 to 6-30-94) .. - 'Domestic Mail Services 156.35 156.23 Road Conditions. Rural delivery service is not particular area. the postmaster must restore the mall established over roads that are not kept in good service to the mode of delivery in effect for that area. :cndition. that are obstructed by gates. or that cross : unorldged streams not fordable at all seasons of the ~56.3 Carrier Service fear. ~156.31 Availability 156.24 Travel Obstructions. Customers and officials ./ v 156.311 On Line of Travel. Rural carrier service is in charge of highways are notified on Form 4024 of road provided to persons who erect approved boxes on the conditions obstructing the delivery of mail. If repairs are line of travel of the rural carrier, and to persons for not made promptly. service is withdrawn. 'WEEmaop-Foved neidfi66<h-663-~'delivery and collection 156.25 Multiple Routes. In rural areas. a customer boxes and parcel lockers are erected and maintained by :p,Ing on a road traveled by two or more rural carriers the USPS on the carrier's line of travel. but 09.LU[al :nay select the carrier by whom he or she prefers to carrier service may be provided to persons residing Â·â€žithin city delivery limits. have his or her mall delivered and collected: in which case. ofliy the designated carrier handles the cus- 156.312 Approved Boxes. Normally, rural carriers romers mail. Unless selection is made by the customer. provide delivery to approved boxes as outlined in each carrier passing the box delivers mail to it and 156.54. However. in apartment houses and other :ollects from it any mail that the carrier can exoedite in multiple dwellings that use or qualify to use apartment Â·:lispatch or delivery, il the box ts on tile right-hand side house receptacles under 155.6. carriers dismount to 9 the road as traveled by the carrier. In suburban or serve those receptacles. 2 -ngestea areas. the postmaster designates the route :rÂ·at provides service. 156.32 To Residence. Rural carriers deliver regis- tered. certified. numbered insured. COD. Express Mail. 156.26 Highway Contract Delivery. Persons residing and special delivery mail to a customer s residence if it Dn roaas traveled by both rural and highway contract is not more than 1/2 mile from the route and the road carriers may qualify as customers of either or both leading to it i& passable. Unnumbered insured mail is routes. If one curbside mailbox is used for both routes. It delivered in the same manner as ordinary mail. This must be an approved receptacle (see 151.5). same service is accorded customers of rural stations and branches and rural nonpersonnel units. 156.27 Hardship Cases 156.33 Parcel Delivery. When an ordinary parcel too 156.271 Exception. Postmasters . may consider a large to be delivered into the customer's box is temporary exception to the type of rural delivery received, the carrier leaves a notice on Form 3849 in the authorized for a customer when service by existing box requesting the customer to show the date on which methods imposes an extreme physical hardship on that customer. A written request by the customer for an he or slie can meet the carrier to receive the parcel. If exception to the delivery method must be submitted to the addressee has filed a written order that the USPS the postmaster. An exception to the authorized method and carriers are relieved of all responsibility in case of of delivery can be granted under hardship criteria if loss or depredation when large parcels are placed outside boxes, the carrier delivers large parcels outside made within the guidelines of current delivery extension the box. If a customer lives within hailing distance of a policy under this section. Postmasters must base their route, the carrier must make a reasonable effort to hail decision on humanitarian rather than strictly economic grounds. The request must not be denied solely the customer so he or she can come to the box to because operational costs may increase or a family receive the parcel before it is left outside the box. member or other party may be available to receive mail 156.34 Contagious Disease. A rural carrier delivers for the customer. mail to the box of a customer if a quarantined disease 156.272 Request Denial. If. after a review, a exists, when this can be done without exposure to postmaster decides that a request should be denied. contagion. No mail is collected from such box while the the request and the postmaster's written decision must quarantine is in force. be sent to the postmaster's district for review. If the ' 156.35 Service Withdrawal. Service must not be . ~ district disagrees with the denial, the postmaster is withdrawn from any box without authority from the area i notified to grant the change in service. If the district ~ manager concurs with the denial. the request and the manager, customer services, except that postmasters may withdraw service if a customer continues to provide manager's written decision must be sent to the area a nonconforming box after notification. manager. who makes the final decision and notifies the postmaster and the district manager. 156.273 Restoration of Existing Service. If a customer no longer requires a type of rural Service different from the normal service established for a 1-7 OMM Transition Book (Effective 7Â·1Â·93 to 6Â·30Â·94) 115 ~ 156.4 . Domestic Mail Services .. 156.4 Postage Payment 157.2 Establishment 156.41 Mail Acceptance 157.21 New Service. Contracts for regular service are awarded after public advertisements. Temporary ser- 156.411 Postage or Money Furnished. Aruralcarrier vice may be established on short notice without must accept any mailable matter, if postage is fully advertising. Requests or petitions for new routes should prepaid or money equal to the required postage is be addressed to the distribution networks office (DNO) furnished. unless the purpose of handing mail to the manager with supervision over the transportation of mail carrier for deposit into one office is to "boycott" another in the area involved. ollice or deprive it of legitimate revenue. During December. customers are required to affix stamps to all 157.22 Changes. Changes in line of travel, extensions greeting cards and letter mail. of service. and schedules may be ordered by the DNO manager at any time. Requests for changes and 156.412 Carrier Affixing Postage. When a rural carrier extensions should be addressed to that manager. finds unstamped mail in a customer s box and the required amount of money for postage. the carrier 157.3 Box Delivery and Collection normally collects the mail and money and affixes the necessary postage. The carrier has stamps. stamped 157.31 Service Required. Highway contract route envelopes. and postal cards for sale. For convenience advertisements and contracts state whether box ana safety, customers who leave mail and money in delivery. collection service. or other mail services are rural boxes to be collected by the carrier should either required, and specify the area to be served. In addition wrao the money. place it In a coin-holding receptacle. or to usual box delivery and collection service on some a[[ach it to the mall by a clip or other fastener. Money routes. the carriers are required to do the following: left in rural boxes is left at the customer s risk. a. Sell stamp supplies. 156.42 Postage Uncertain. When mail is given to a b. Deliver registered, insured, certified. COD, and rural carrier for mailing and the carrier is unable to Express Mail. determine the postage. the carrier accepts from the c. Accept matter presented by customers to be sender an amount sufficient to ensure full payment of registered, insured, certified, or mailed COD. postage. On the next trip. the carrier must return any d Accept money with applications for money orders excess money to the sender. and give receipts. 156.43 Insufficient Postage. When mailable matter is 157.32 Availability. Contract route box delivery and deposited in a box and the required postage is not paid collection service is provided without charge to nor enough money left to buy stamps, the rural carrier. customers who: when the identity of the sender is known, places in the a. Are not eligible for city carrier service: box a notice that such matter cannot be dispatched until - b. Reside on or near a route on which box delivery and the necessary postage is paid. If the identity of the collection service is required: or sender is unknown, the matter is taken to the post office and treated as unpaid mail. c. Either erect a curbside mailbox approved under 151.5 on the highway_fyyragt_.mute carrier's 156.44 No Postage. When mailable matter without existing-litii-Bilrive[-Br are authorized to receive postage is found in, placed on, attached to, supported delivery through neighborhood delivery and collec- by, or hung from rural mailboxes, the procedures in tion box units and parcel lockers owned and 146.2 must be followed. maintained by the USPS. 156.5 Rural Mailboxes. Specifications for rural p'Note: Contract route delivery and collection service is also provided to persons at hotels, motels, other mailboxes and their installation, location, and use are in 151.5. institutions, and mobile home, trailer, or recreational vehicle parks under 153.6 and 155.25. d. Request, from the post office to which mail is 157 Highway Contract Service addressed, delivery and collection service on Form 5431. Highway contract route customers residing 157.1 Description. Highway contract route service between two post offices may receive mail service provides for the transportation of mail between post from the post office that is the one next preceding offices or other designated points where mail is , the customer's residence, or from either post office, received or dispatched. Box delivery, collection service, if there is a return trip. In addition, the customer may and other mail services are also provide on many receive delivery from the post office from which the routes. Every highway contract route carrier must highway contract route originates. accept any mail matter presented,f properly prepaid by stamps. and deliver it for mailing at the next post office at which he or she arrives. 1-8 116 DMM Transition Book (Effective 7-1-93 to 6-30-94) TOWN of ESTES PARK Inter Office Memorandum January 25, 1995 TO: Public Works Committee FROM: Bill Linnane Ow Public Works Director SUBJECT: Park Entrance Estates Engineering Services RFP A request for proposal for design of the newly annexed Park Entrance Estates roadway and water system was sent to the local engineering firms on January 10, 1995. Bids were received on January 24, 1995, and are as follows: Van Horn Estes Park Rocky Mountain Engineering Surveyors Consultants Preliminary Design $6,795 $11,000 $10,570 Final Design & Surveying 14,775 17,400 22,290 Subtotal $21,570 $28,400 $32,860 Bidding & Const. Management 4,990 4,800 17,400 TOTAL $25,570 $33,200 $50,260 Staff has met with Van Horn Engineers, the low bidder, and discussed all items on their bid. Mr. Van Horn explained that his bid was in accordance with all of the RFP issues such as roadway design per Town standards, utilities re-design, water main design, drainage design, complete bidding process, etc. Based on the bid and the bid discussion meeting,. staff recommends acceptance of Van Horn Engineering's bid of $25,570. BL:ck I ..1 \'417 441&4; 405 -IOWN OF [ES--115 PARK 144 *â€ž (E ~<11Â¢' Â· Ar- ..- :.9.ff, 4,1 4,2 / /rel.P. i.... Â¥2....6% j.41$.Le'M" 3 6Â£Â·t. P '': ' 4 r rj / , i~ i,Â·v,4,2/ ... ..:/ 44 P '91 ''' 2,1 -â‚¬-i,*46%yi:21,T*41,%(4''t~ij-046: vy 4.::~*Â® t 1 4 .r 0â€ž I f,rftÂ·,0. 3,~ " i Â«144Â©AhÂ«.,-- 91%-2 iii,11*49 Vitfr Â·,4,Â·v~9Â»$-Â·~ 4.-5:10Â·.944< 4.1 /14%10 6.1,. 4., .. 31 trwb,>st,4 Â· <rÂ·.41 SafARI- - 1.: -0 *:9 V.i .;.19(33(4&,/.11:,77. , ' -74 .- .l~;8721':51.: 1 . ,<93,2- -2+*Zi'*ti* I;Â¥47;744'j#1*-le" f --e--- 'Â·Â· 440*41 6 4 , % .1 kA~<~M * :hil .1~ f January 10, 1995 ae A Mr. Paul Kochevar -174â€¢ S 20Â·fe w,4- 5 Ac.Go s e,07- TO: Estes Park Surveyors A,U c P.O. Box 3047 4 AA tie e A &4 4. Estes Park, CO 80517 SUBJECT: Special Improvement District - Park Elitrmice Estates Request for Proposal for Engineering Services. Dear Mr. Kochevar: This is a Town of Estes Park Request for Proposal for the above-mentioned project. BACKGROUND Park Entrance Estates CP.E. E.) is located at the southwest portion of tile incorporated Town of Estes Park, as shown on vicinity map, Attachment 1. This property was iiicorporated into the Town limits iii 1994. For the following discussion, refer to the Greg White memorandum, Attachment 2. The annexation agreement specified that the Town would form a Special Improvement District (S.I.D.) if the P.E. E. property owners agreed to the formation. Special Improvement District bonds would then finance the following: (1) roadway improvement - asplialt, draitiage facilities, etc.; (2) water inain improvements - construction of Town standard water lines to service all P.E.E. property. After the formation of a district, financing of the roadway and water line improvements requires voter approval. Tlie election date, assuming a District is formed, would be November 1995. 4-2 Request .for Proposal - 4 pages Park Entrance E.states I.ni,Ant in loof 1 REOUESTED SCOPE OF SERVICES 1 lieliminary Eneineering - Refer to the Greg Wliite memorandum, Attachment 2 1. 1" = 100' scale Preliminary Plans showing the proposed roadway, drainage facilities, and water mains. A plan view without profiles will be required at this phase. These plans will be reviewed al a public meeting. 2. Preparation of a preliminary cost estimate. Block 1 and Block 2 are very interested in the roadway and drainage improvements as is verified in the annexation petition. Block 2 has expressed strong interest in a new water main. It has not been determined if Block 1 is interested in a new water main. Because of this, the cost estimate should be brokeii into four scenarios: (1) Block 1 and Block 2 Roadway and Â·Water Main (2) Block 1 and Block 2 Roadway Only (3) Block 1 and Block 2 Roadway ancl Block 2 Water Main (4) Block 1 and Block 2 Water Main After Roadway Construction i All, or a pot lion of tliese cost scenarios, will be presented at the public hearing. i lf Block 1 and Block 2 both have a new water main constructed, four Town water main ' connections will be required and located (1) at the soutliwest corner of Lot 6, Block 1; : (2) adjacent to Lot 5, Block 2; (3) at the soutliwest portion of Range VieW Subdivision; (4) at the northeast corner of Lot 3, Block 2. All service lines should be stubbed to the edge of the right-of-way. No service line cost estimates should be included from the right-of-way to existing houses. lt will be necessary to locate existing utilities to determine if any utilities need to be relocated due to inadequate horizontal or vertical alignment. Any utility work should be included in this cost estimate. It will also be necessary to identify drainage culvert sizes and identify drainage problems. This will also affect the cost estimate. During the final design phase, the roadway should be designed to Town standards; therefore, staff expects that roadway cut and fill will be necessary. Staff also expects tlial some roadway realignment within existing right-of-way will be required. The cost estimate should include this work. During the final design pliase, staff anticipates that right-of-way will have to be , acquired by purchase or non-purchase at the following locations: (1) 7'lie roadway curve at the northeast corner of Lot 11, Blk. 1 (2) The roadway curve at the southeast conier of Lot 17, Blk. 1 (3) The roadway curve at the southwest corner of Lot 14, Blk. 1 (4) The cul-de-sac at the end of Highview Court (5) The deadend of I leinz Parkway lf the above woperty is purchased, then the cost must be included iii the estimate. Appraiser costs should be included. 4-3 Request for Proposal - 4 /,(:res Pn, k Ent, rificr E.Frales JanuarÂ¥ 10, 1993 2 * 3. Recommendations of a method of assessment and assessment cost per lot iii P.E.E. See Page 1, Number 3 of Greg White's memorandum for clarification. The cost per invididual lot should be estimated for the four scenarios listed in Item #2, Paragraph 1. 4. Attendance at two public nieetings. Final Desien and Construction Matiaaement Â·E,iwilieering 1. 1" = 50' scale Roadway and Drainage Facilities Construction Plan and Profile for the roadway should be included. Utilities should be shown on this plan. All utility work and drainage work identified in the preliminary engineering phase should be included. 1 2. 1" = 50' scale Water Main Construction Plan for Block 2 only. All utilities should be included iii this plan and profile. 3, 1" = 50' Water Main Construction Plan for Block 1 only. Tlils total should be a footnote to RFI' cost and not included in total cost. 4. Right-of-way negotiations with private property owners at the locations mentioned iii the preliminary engineering section will be required. Since the extent of the negotialions is difficult to deterinine, an estimate of the number of man hours should be included as a footnote to the RFP cost. A dollar figure should not be included in the final total cost. 5. Specifications for the roadway, drainage, utilities, and water main improvements. 6. Construction surveying for the above-mentioned improvements. 7. Preparation of the bid package and organization and management of the bid process including, but not limited to, the pre-bid meeting, answering bid questions, bid opening, contract award, etc. 8. Construction management. 9. Attendance at one public meeting. 1 SCIIEDULE â€¢ This Request for Proposal is due January 24, 1995, since it is on the agenda of the Public Works Committee for January 26, 1995. â€¢ The preliminary engineering must be complete by the end of March 1995. i â€¢ Public Hearings will be held iii June 1995. â€¢ The bond election will be iii November 1995. 44 Request for Proposal - 4 pages Park Encronce Estates In , 001; 3 - I ' â€¢ Final design must be complete by December 15, 1995. â€¢ Construction bids must be received by January 15, 1996. â€¢ Some of tliese dates may vary. i Please submit a Scope of Services with costs in any format you prefer, but all of tile requested ! information must be included. Feel free to expand the scope if 1 have left out any work you , think necessary. Also, please include personnel hourly rates. i I ani sorry about the limited time for this Request for Proposal preparation. Please call me if ! I can clarify the project iii more detail. 1 have included background plans - Attachment 3 - to | help you with this request. Sincerely, TOWN OF ESTES PARK Public Works Department Bill Litimuie, Director BL:lp Attachments - 3 1 1 1 1. 1 4-5 Request for Proposal - 4 pages Park Entrance Esfates loof 4 4 TO; FIT! i j 'rkt!,3Â·...11- ,'1"IAfÂ·I C!DECD! TIN Â·- 1 1 11 1 P.'L~. LI. .Â· TROM: CAPV ANDUAr:! T Z! IC, 1 . t 'll '...'-I DATE: 23 JANCAP; 10<vi AFTER REVIEWING OUF SDECIFICATIONS ON-'INE ON FE:.IDAY J'ANWARY 1 : :.Â·Â·Â·Â·'95 MA.DONAL D EÂ·OUF PME NT ,:A ,... ......,r Â·Â·Â·i: 1 'tÂ· D ,i,!: A, , Al. 1-' 1- m FÂ· 1Â·'I:IE OUOTE F IN:'(..IM 1 HI 7-1 1-11.2 1 -t"Â·Â·r '- Â·Â·-. 7, t - /, h / ri /"' 1.2 Â·r t':Â· C? r fÂ·Â·Â· 1- 17 ril 1 11' in' 'i.1.iE 1- AL, ,Â·,11|I., I rÂ·1 1 1 1 ... i .... .... 1 Â·Â·Â· ...' 1 .1 .... 1 .. ... AD PROPOSED F POM i.'Â·-1 I-i:' j tÂ·Â·1Â£7L.JI:ETA 11.1 INTER! JA T 1 01 IAL THUC! 2 â€ž ITATC 8,0 AWAE D ON ~ ?TATE BI D AWARD 04 E. :.. Ot.Â·.~.' DUMP TPUCK COMPONE T 9 4 - . . ..-.. 9, : AS SPECIFIED: :itiyj ; 923Â·Â·Â· 1, tr ; l...'.9 , : t. f I ,Â·:t L ; !7-,AC'DED! ........4 LD RED A T E .1 r. ....R':...!C:iÂ·' CAN f E !._'DED E On.1. D I 3'71.4*V IN ESTES PARK FOR 5 f SNOW a ,CE CONFERENCE: TOTAL: Â£80.823.00 OBVion -,I :' TNTE :MOUNT TE El T GE-r! 1 nVER TNE +00 400 nnLLARS BUDGETED . * 1 ..M & -- V b - ... . Con THIS I Tr- 7 ME HAVE SEVERAL OPTIONS TO REDUCE 01.1 . i WOULD PROPOSE THAT "- 1 ..1 T -2 , Â·Â· ! 4 4.-1 j 1 1 1 -r -re-.A .IN :).,;; 1Â·-Â·' [r. r Tn emOVIDE US WITH ., rn.. u..r.1, . p-, Â·..> r .J u ,, :. :.,.,,..,, d IF HE WOULD .0 E WILL.I PIG ._, .... - - - - . '-Â·-Â· + 1 1-: r. - 1.-. I F HE 1-'L M '403 A DEDUCTION ON HIE TOTAL COST FOR 1 1-it L.Me eNU LM,-1-T, j= - e'â€¢ ' Ir r 'T' 1 1 '- C 1-- r} Plc, 1. IC T. Er.1 ." r. 1 1 - ' r '- -, rÂ· r r-Â· r., 1 't t Â· r./ 1 1--L r--, , ..1 C. 17: CE ..... IKULK ,-ub Win.-LAY -unru -0 ALSO AT THE SNOW 4 1CE CONFERENCE THIS YEAR, 2. WE CAN GO TO BOTH JOHN MOORE AND JOE OWENS AND ADVISE THEM THAT WE- ARD- OVER' BUDGE T I N T PE PURCHASE DE THE COMFL E TED TRUCK AND ASK THEM FOR ASSISTANCE TO MEET OUR EUDGET LIMITATIONS. T. 1. i ir rill. , 121 ;-'1:3Â· C 7 7... 3 1,Â·' :'7.4 1.-1 T.! A ,-.1 :, T [Â·Â·Â·1 Eq-1 1 1171 Â·Â·1 i-! ! IR.Â· -i:: 'F:-Â· TE' T r-Â· L -1- 1. 1...1 1.1 S AND C. Tl' r MF' T- TO ... ..4.-.- 1 . . ... - ... .. ... â€¢ . .... , 1.. . .i. i .1 ...: i 0 ' .1. .... Â· , Â· ... mI ND SOME I TEMS WE CAN DELETE FROM THEM TO GEDUCE THE AMOUNT OF THE TR! bRIÂ· 71 p.': 2 3 2 tlt M E N D~ T I O !~..11".1~ ~ O U L D E Gr o J S i---.: RIJ?/-43 7 21Â· 3~ E ~ M I S ~0 22 Â» T n o uJ UEr ~ S E ~~ 34--< I YE- 580,00 00. 5-1 Vt:L. 47.17314 d. lOri'I r Â¤ FROM : ROCKY MTN INT TRUCKS INC . PHONE NO. : 303 296 1319 INTERNATIONAL NEW TRUCK PROPOSAL Prepared For: Presented By: ESTES PARK 4X4 ROCKY MOUNTAIN INTERNATIONAL TRUCKS INC. GARY SHANAFELT JOHN MOORE PO BOX 1200 3280 BRIGHTON BLVD ESTES PARK, CO 80517 PO BOX 16088 DENVER, CO 80216 (303) 586-5331 (303) 295-1452 Thank you for the opportunity to provide you with the following quotation on a new International truck. I am Bure the following detailed epecification will meet your operational requiremente, and I look forward to serving your business needs. MODEL PROFILE 1995 - 4800 4Id DIMENSION: Wheelbaee 152" Cab to Axle 84" Axle to Frame 63" ENGINE, DIESEL: {International DT 466 HEUI Electronic} 50 State 250 HP 0 2300 RPM, 660 lb-ft Torque 0 1450 KPM, 2300 RPM Governed Speed TRANSMISSION, MANUAL: {Fuller RT-6610} 10-Speed Manual, and With Air Shift CLUTCH: {Spicer SA61402} Two-Plate, Stamped Angle Spring; Ceramic, 14" Diameter, 8-spring Free Travel Damper, With 1.75" Spline, Mechanical Pull Type Control and With Self-Adjust Feature AXLE, FRONT DRIVING TYPE: {Fabco SDA-1200} Single Reduction, 12,000-lb Capacity AILE, REAR, SINGLE: {Spicer W230-S} Single Reduction, 23,000-lb Capacity; With 200 Wheel Enda Gear Ratios 4.78 CAB: Conventional, Steel, 80" wide TIRE, FRONT: (3) 11R22.5 UNISTEEL G124 (GOODYEAR) 498 rev/mile, load range G, 14 ply TIRE, REAR: (4) 11322.5 UNISTEEL G124 (GOODYEAR) 498 rev/mile, load range C, 14 ply 5-2 Proposal: 113 12/29/94 LIEL. 29. 1~94 2; 14FM r 9 FROM : ROCKY MTN INT TRUCKS INC PHONE NO. : 303 296 1319 VEHICLE SPECIFICATIONS 4800 4X4 CODE DESCRIPTION PRICE SR48540 BASE CHASSIS, Model 4800 4X4 with 152.0" Wheelbase, 84.0" Cab 63,779.00 to Axle and 63.0" Axle to frame 01682 FRAME EXTENSION, FRONT Integral; 20" in Front of Grille 273.00 01683 REINFORCEMENT, FRONT EXTENSION Short C Channel; High Strength 574.00 Low Alloy Steel (50,000 PSI) 0.25", Uge with 01682 O1ABH FRAME RAILS High Strength Low Alloy Steel (50,000 PSI Yield); N/C 10.13" x 3.06" x 0.31"; 140",152~, 170", 176" & 188" WB 01GNM FRAME REINFORCEMENT Partial Outer Inverted "L", High Strength 242.00 Low Alloy Steel (50,000 PSI Yield); 9.50" x 3.31" x 0.25"; 152", 170", 176" & 188" WB 01LLK BUMPER, FRONT Omit Item -35.00 02EYG AXLE. FRONT DRIVING TYPE {Fabco SDA-1200} Single Reduction, 7,745.00 12,000-lb Capacity INCL: AXLE, FRONT, ENGAGED INDICATOR Light : SPRING PINS Grooved, Front : DRAIN PLUG, DRIVING FRONT AXLE Magnetic 03020 SPRINGS, FRONT Heavy-Duty, 29.00 03703 SHOCK ABSORBERS, FRONT 170.00 03728 SHOCK ABSORBERS, REAR 87.00 04091 BRAKE SYSTEM, AIR Dual System for Straight Truck Applications N/C INCL: AIR PRESSURE GAUGES Dual : DUST SHIELDS, REAR BRAKE : AIR COMPRESSOR AIR SUPPLY LINE Through Air Cleaner : BRAKE LINES Color Coded Nylon : SLACK ADJUSTERS, REAR Automatic : INVERSION VALVE and Double Check Valve 04185 BRAKES, FRONT, AIR CAM S-Cami 16.5" x 5.0"; Includes 20 Sq. N/C In. Brake Chambers 04273 BRAKES, REAR, AIR CAM S-Cam; 16.5" X 7.0"; Includes 30 Sq. In. N/C MGM Spring Actuated Parking Brake Chambers INCL: BRAKE CHAMBERS, SPRING (2) 04732 DRAIN VALVE, MANUAL {Berg} with Pull Chain Located at Air Tank 33.00 04EAH AIR DRYER {Bendix AD-9) With Heater, Standard Location 515.00 04SBC AIR COMPRESSOR {Bendix Tu-Flo 550} 13.2 CFM 55.00 O5PRJ STEERING GEAR {Ross TAS-65} Power N/C INCL: STEERING WHEEL 2-Spoke; 21 05WAA STEERING WHEEL, WRAPPED Black 65.00 Proposal : 113 12/29/94 5-3 VEL. 42. 1274 4 â€¢ Jerri riU FROM : ROCKY MTN INT TRUCKS INC PHONE NO. : 303 296 1319 VEHICLE SPECIFICATIONS 4800 4X4 CODE DESCRIPTION PRICE 07AAZ EXHAUST SYSTEM Single, Horizontal Muffler and Short Tail Pipe, N/C Aluminized Steel; Frame MountedLeft Side 08000 ELECTRICAL SYSTEM 12-Volt, Standard Equipment ti/C INCL: HEADLIGHT DIMMER SWITCH Integral with Turn Signal Switch : GAUGE, ENGINE OIL PRESSURE Electronic : BATTERY GROUND to Chassis : FUSES, ELECTRICAL SAE Blade-Type : GAUGE, WATER TEMPERATURE Electronic : HORN, ELECTRIC Single : JUMP START STUD : PARKING LIGHT Integral with Front Turn Signal and Rear Tail Light : STOP, TURN, TAIL & B/U LIGHTS Dual, Rear, Combination with Reflector : POWER DISTRIBUTION CENTER : STARTER SWITCH Electric Key Operated : TURN SIGNAL SWITCH Self-Cancelling, with Integral Hazard Switch : TURN SIGNALS, FRONT Flush Mounted; With Reflectors and Auxiliary Side Turn Signals 1 VOLTMETER : WINDSHIELD WASHER Electric : WIRING, CHASSIS Color Coded and Continuously Numbered : WINDSHIELD WIPERS Single Motor, Electric, Cowl Mounted 08544 HORN, AIR (2) {Grover} Chrome; with Single Pedestal Mounting 116.00 08579 CIRCUIT BREAKERS Auto-Reset (Main Panel) SAE Type II Replaces 38.00 All Fuses Except Instrument Cluster Feed 08GBB ALTERNATOR {Delco 21-SI} 12-Volt 115 Amp; Capacity 66.00 OBMEZ BATTERY SYSTEM {Fleetrite} Maintenance-Free (2) 12-Volt 76.00 1850CCA Total INCL: BATTERY BOX Steel; Mounted Left Side, Under Cab 08RAG RADIO {Panasonic CR-120} AM/FM, Stereo; With Electronic Tuning 342.00 and Clock, Includes Multiple Dual-Cone Speakere INCL: SPEAKERS (2) Dual-Cone 08WAO WINDSHIELD WIPER SWITCH Intermittent; for Electric Wipers 33.00 08WBE JUNCTION BLOCK In Cab, For Tail Light, Turn Light, Backup 62.00 Light and Key Switch Controlled Circuits. 08WCG RADIO FILTER Noise Suppression; Required With International 22.00 Electronic Engines 08WML HEADLIGHTS Long Life Halogen; for Two Light System 25.00 09107 FRONT END Tilting, Fiberglage N/C INCL, HOOD TILT ASSIST Proposal: 113 5-4 12/29/94 FROM : ROCKY MTN INT TRUCKS INC PHONE NO. : 303 296 1319 VEHICLE SPECIFICATIONS 4800 4x4 CODE DESCRIPTION PRICE 09572 CRILLE Stationary 130.00 10060 PAINT SCHEMATIC Single Color, Design 100 N/C INCL: PAINT SCHEMATIC ID LETTERS "AG" 11LDM CLUTCH {Spicer SAS1402} Two-Plate, Stamped Angle Spring; 231.00 Ceramic, 14" Diameter, 8-Spring Tree Travel Damper, With 1.75" Spline, Mechanical Pull Type Control and With Self-Adjust Feature INCL: CLUTCH RELEASE BEARING Greaeable 12762 ANTI-FREEZE {International} Permanent, To Minus 40 Deg'B. 23.00 F/Minus 40 Deg'o. C 12851 PTO EFFECTS, ENGINE FRONT Less PTO Unit, Includes Adapter 104.00 Plate on Engine. Front Mounted 12938 COLD STARTING EQUIPMENT Ether; with Electric Cab Control 130.00 12NHJ ENGINE, DIESEL {International DT 466 HEUI Electronic} 50 State 7,000.00 250 HP Q 2300 RPM, 660 lb-ft Torque 0 1450 RPM, 2300 RPM Governed Speed INCL: STARTING MOTOR 37MT : AIR CLEANER RESTRICTION GAUGE Air Cleaner Mounted : ENGINE SHUTDOWN Electric, Key Operated : GOVERNOR Electronic : ENGINE OIL DRAIN PLUG Magnetic : OIL FILTER, ENGINE Spin-On Type : OIL SUMP 22 Quart : WATER FILTER Engine Mounted : FUEL FILTER (2) Engine Mounted 12TSG FAN DRIVE {Schwitzer DD-26} Viscous N/C 12USE RADIATOR Soldered, Down Flow, Seriee System, 718 Sqrn Area and 353.00 565 Sqrn Charge Air Cooler, for Use With Front Mounted PTO INCL; DEAERATION SYSTEM with Tank and Sight Glass : RADIATOR MOSES Premium, Rubber 12VAL AIR CLEANER Dual Element, with Integral Snow Valve and In-Cab 297.00 Control. 13448 TRANSMISSION, MANUAL {Fuller RT-6610} 10-Speed Manual, and 2,879.00 With Air Shift 13TJC TRANSFER CASE {Fabco TC-200} 7000 lb-ft Capacity With 5,819.00 Provision for PTO; Remote Mount 14057 AXLE, REAR, SINGLE {Spicer W230-S} Single Reduction, 23,000-lb 1,540.00 Capacity; With 200 Wheel Ends Gear Ratio: 4.78 INCL: REAR AXLE DRAIN PLUG (1) Magnetic : SPRINGS, REAR Steel, Vari-Rate; 23,500-Lb Capacity : SPRINGS, REAR AUXILIARY Multileaf, 4,500-lb Capacity 14886 DIFFERENTIAL, LOCKING {Detroit Locker} No-Spin, for Spicer and 1,025.00 Propomal: 113 12/29/94 5-5 Unt.d~. 1774 2. lerl't 9 12 FROM : ROCKY MTN INT TRUCKS INC PHONE NO. : 303 296 1319 VEHICLE SPECIFICATIONS 4800 4x4 CODE DESCRIPTION PRICE International Axles 15LBC FUEL/WATER SEPARATOR {Racor Model 2100} With Heater, Sight 182.00 Glass, 30 Micron Filter and Drain Indicator Light. 15SAC FUEL TANK Rectangular, Steel, 50 U.S. Gal., 189 L Capacity 11/C With Center Step. Mounted Right Side, Under Cab 16030 CAB Conventional, Steel, 80" wide N/C INCL: CONSOLE, OVERHEAD Molded Plastic with Dual Storage Pockets and Retainer Nete and CB Radio Pocket with Cover; Pearl Gray with Black Pockets : FLOOR COVERING Rubber, Black : COAT RANGER Cab : ASH TRAY Instrument Panel Mounted : CLEARANCE/MARKER LIGHTS (5) Flush Mounted 16660 GLASS, ALL WINDOWS Tinted 44.00 16CCB COLOR, INTERIOR Pearl Gray N/C 16GAH MIRRORS (2) Rectangular, West-Coast Type, 16- x 7" Size with N/C 102" Wide Spacing, PaintedHead and Painted Steel Brackets. 16HAR GAUGE CLUSTER English with English Electronic Speedometer and N/C with Tachometer for Air Brake Chassis 16HGH GAUGE, OIL TEMP, ALLISON TRAN 55.00 16HHA HOURMETER Electronic; Mounted in Cluster 33.00 16JZC SBAT, DRIVER {Bostrom Talladega 914} Air Suspension, 50.00 Intermediate Back(39.3" High), Vinyl, Isolated, With Adjustable Mechanical Lumbar Support, Front Cushion Adjustment and Folding Back With Storage Pocket INCL: SEAT BELT 3-Point, Lap and Shoulder Belt Type 16PAW SEAT, PASSENGER {International} Non Suspension, Low Back, 277.00 Vinyl, Folding Back With Storage Pocket INCL: SEAT BELT 3-Point, Lap and Shoulder Belt Type 16WED STORAGE, INTERIOR Molded Plastic, Mounted on Cab Rear Panel 19.00 16WKA HEATER {International Blend-Air} With Defroster 11/C INCL: HEATER HOSES Premium 16WMJ MIRROR, CONVEX (2) Stainless Steel. 8" Diameter, Mounted Below 50.00 Primary Mirrors. 16WRC CAB INTERIOR TRIM Premium 334.00 INCL: ARM REST (2) Molded Plastic, Charcoal, One Each Door : CAB SOUND INSULATION Includes Daah Inoulator and Engine Cover Insulator; 0.1" Thick Black Rubber with Proposal: 113 5-6 12/29/94 Ute. 29.1994 2 ; 1 bFM Flj FROM : ROCKY MTN INT TRUCKS INC PHONE NO. : 303 296 1319 VEHICLE SPECIFICATIONS 4800 4X4 CODE DESCRIPTION PRICE 0.5" Thick Foam : "A~ PILLAR COVER Molded Plastic, Pearl Gray : HEADLINER Molded with Patterned Cloth : INTERIOR SHEET METAL Painted. Color Based on the Window Ledge Color of the Exterior : INSTRUMENT PANEL TRIM Molded Plastic, Pearl Gray Upper, Black Lower; with Cup Holder Molded into the Upper Area of the Instrument Panel Cover : DOME LIGHT. CAB With Integral Swiveling Map Light, Door Activated; Center Mounted : COURTESY LIGHT (2) Door Activated, Door Hinge Pillar Mounted : SUN VISOR (2) Padded Vinyl; With Toll Ticket Strap $ STORAGE POCKET, DOOR Molded Plastic, Charcoal, Full-Length; Driver Door : CAB INTERIOR TRIM PANELS Vinyl, Full-Height : DOOR TRIM PANELS Vinyl. With Patterned Cloth Insert 16ZAA ACCESS, CAB Driver & Passenger Sides N/C INCL: GRAB HANDLE (2) Exterior, "B" Pillar Mounted, One Each Side : STEP (2} Each Side 26015 WHEEL, SPARE, DISC 22.5" Painted Steel, 10-Stud (11.25" BC) 132.00 8.25 DC Rim 27523 WHEELS, FRONT DISC; 22.52 Painted Steel, 10-Stud (11.25" BC) 87.00 8.25 DC Rimat With Steel Hubs INCL: PAINT IDENTITY, FRONT WHEELS White : WHEEL SEALS, FRONT Greame Lubricated, Includes Wheel Bearinge 28523 WHEELS, REAR DUAL DISC; 22.5" Painted Steel, 10-Stud (11.25" 173.00 BC) 8.25 DC Rims; With Steel Hubs INCL: WHEEL SEALS, REAR Oil Lubrirated, Includes Wheel Bearings 29007 TIRE, SPARE Equal to Model Standard 470.00 7302130192 TIRE, REAR (4) 11R22.5 UNISTEEL G124 (GOODYEAR) 498 rev/mile, 400.00 load range G, 14 ply 7302130192 TIRE, FRONT (3) 11R22.5 UNISTEEL G124 (GOODYEAR) 498 rev/mile, 300.00 load range C, 14 ply CAB SCHEMATIC 100AG Location 1: 9219 WHITE TOTAL LIST PRICE INCLUDING OPTIONS ........................... 96,449.00 5-7 Proposals 113 12/29/94 FROM : ROCKY MTN INT TRUCKS INC PHONE NO. : 303 296 1319 . FINANCIAL SUMMARY 4800 4X4 DESCRIPTION PRICE TOTAL FACTORY LIST PRICE INCLUDING OPTIONS .......................... $96,449.00 Freight Charge $925.00 TOTAL FREIGHT ..... .................................................. $925.00 TOTAL LIST PRICE INCLUDING FREIGHT .................................. $97,374.00 Lesm Customer Allowance ($40,404.00) TOTAL VEHICLE PRICE ................................................. $56,970.00 NET SALES PRICE ... .................................................. $56,970.00 Please feel free to contact me regarding these specificatione should your interests or needs change. I am confident you will be pleased with the quality and gervice of an International vehicle. APPROVED BY SELLER: ACCEPTED BY PURCHASER: OFFICIAL TITLE FIRM OR BUSINESS NAME THIS PROPOSAL IS NOT BINDING UPON SELLER BY WITHOUT AUTHORIZED SIGNA-TURE OFFICIAL TITLE DATE 5-8 Proposal: 113 12/29/94 01/21/95 10:25 MACDONALD EQUIPMENT + 303 586 6909 NO. 503 002 Macdonald Equipment Company 7333 Highway 85 p.0. 8ox 5011 ARD ' Eal.P.E.r n Commerce City, CO 80022 ...~..~- .J Phone: (303) 287-7401 FAX: 003) 287-7404 /1,0/,A,il /1/'ll/VT'/S January 21,1995 Town of Estes Fleet Maintenance Estes Park, Colorado Attn: Gary Shanafelt We are pleased to quote as follows: C 1) One Wausau Model HSP 3610 poly plow, power reversing, 28" plow markers. plow iack - screw type (see attached specs). complete with Wausau Model 225B bumper to frame hitch (see attached specs). (1) One 1beria hydraulic tailgate sander model 2020 with three equal spring loaded tension bars. ( 1) One Ma}tar model 08103057 10' dump body. 7 gauge tloor, 10 gauge sides & ends, criss cross 6 panel rear gate. vertical side braces. 1/4 cab shield, step & grab bar, electric over air tailgate kit, complete with Harsh model SM-100-05 class D 40 scissor hoist and subtrame. (1) One lighting system to include plow lights, Warren 651 light with 210781 limb guard, 3 x7 strobe tail light and license platc bracket. (1) One complete hydraulic system for all plow. sander and body, operations. (See attached spec). 7 his quote is taken from C.D.O.T. bid award # 40185 for snow plow trucks. TOTAL INSTALLED PRICE ................ $24,453.00 N(.)'IE: If Macdonald Equipment can use this completed truck us a static display unit Ibr the A.P.WA Ice & Snow show iii October of 1995 deduct $600.00 5-9 .'.. ROCKY MOUNTAIN CONSULTANTS, INC. -1..... 437 South St. Vraln Estes Park, CO 80517 (303) 586-2458 Metro (303) 825-8233 Fax (303) 825-8912 December 7, 1994 Bill Linnarie, P.E. Public Works Director Town of Esl.es Park P.O. BOX 1200 Estes Park, CO 80517 RE: 1995 Water Looping Projects Dear Bill: Rocky Mounbli n Consul.t.ant.9. Inc. (RMC) is stilimittinÂ¢ the fol.lowing proposal for work related to the Town of Estes Park 1995 Water Looping Projects. The emphasis of the looping projects is to replace a larÂ·Me portion of water mains berreath Colorado St.ate Highway 34 and 36 prior to reconstruction in the spring and summer of 1995. RMC will provide field survey, preliminary and final design, easement preparation as required, and construction related eng ineering services for the following projects: West Elkhorn A numberÂ· 01' Heparate prÂ·oject.s are included in this area. These projects will include the. following 1. Replace approximately 1000 feet of 4" and 2" 1 irre on West-, Elkhorn from Spruce Street. to Rock Ridge Lane with 12" ductile i ron pipe. 2. Replace a~,prox i mal.ely 300 feel-. 01' 2" steel t) 11 West El klic),Â·t, i r, 1.1, e area of t.he Old ChinÂ·ch Shops with 8" duet.ile iron pipe. 3. Ahandon 8" st,eel line i.mmediately east of the Old Church She pf . East Elkhorn A number of separate pro,jects are included in this area. These projects will include the followine 1. Replace from Elkhorn and RiverÂ·side I)rÂ·ive with 8" ductile irÂ·on pipe for approximately 60 feet to the South. 2. Provide and interconnection 1,0 1.he 1, WO waterÂ·lines in El khorn Avenue and Morairie Avenue iritersection. 3. Replace existing hydrant, on Elkhorn Avenue nearÂ· municipal parking Ir)2#, 6-1 CIVIL AND ENVIRONMENTAL ENGINEERING â€¢ PLANNING qmc 4. Rep lane a major portion of the 12" and 8" 1 i.ne in the State Highway 34 and 36 intersection. Alternative alignments will he investilatec] to determine the total scope of the project. Big Horn Drive Replace approximately 400 feet 01' 8" steel wit.h 8 " ducl.ile iron pipe from t.he new 6" waterline in Boyd Lane. Easements for this project could be required. Desi Ern of the projects would be completed by February 3, 1995 with antici.pated construction in the spring of 1995. Please see the attached pates for costs associated with the aforementioned projects. Colorado Department of Transportation R.O.W. permits will be obtained for all projects, where applicable. If you have any questions, ple,se do not hesitate to call. Singer 9/1 00, ,~ ROC Y~~1~~rAIN CONSULTANTS, INC. ~ef r N n . r pochaska, P.E. Adsociate Principal KMP/mas 6-2 , :Imc BIG HORN DRIVE Cost of Eneineering Services Preliminary and Final Design Rate/Hr. H.rs_z_ Total Project Manager $75 2.0 $ 150.00 Design Engineer $50 10.0 $ 500.00 2-Man Survey Crew $75 8.0 $ 600.00 DrÂ·aft,ing $30 28.0 $ 840.00 Clerical $20 4.0 $ 80.00 TOTAL DESIGN..........:............ . $2170.00 Construction Inspection Rate/Hr. Hrs. Total Project Manager $75 2.0 $ 150.00 Cons truction Ins pe p.1. or $46 8.0 $ 368.00 1)rÂ·afting $30 4.0 $ 120.00 $ 638.00 Easement Preparation Rate/Hr. Hrs. IÂ«481 Project Manager $75 2.0 $ 150.00 Registered Land Surveyor $50 8.0 $ 400.00 Survey Technician $35 4.0 $ 140.00 Drafting $30 4.0 $ 120.00 $ 810.00 TOTAL PROJECT...............................................%3618.00 6-3 =Imi EAST ELKHORN Cost of Erlgineer ing Services reliminavy nnci Final Design Ro..tyâ‚¬llr_z. U '181. TO'Â·al roject. Manager $75 8.0 $ 600.00 esign Engineer $50 36.0 $1800.00 -Man Survey Crew $75 16.0 $1200.00 rafting $30 84.0 $2520.00 terical $20 8. () $ 160.00 4)TAL DESIGN....................... . $6280.00 nistruction Irispeel.ion Rate/Ilr. Hrs. Total roject Manager $75 8.0 $ 600.00 ,ristruction Inspector $46 32.0 $1472.00 afting $30 8.0 $ 240.00 )TAI, CONSTRUCTION INSPECTION. .... ......... . . $2312.00 31'Al, PROJECT.............................................. .$8592.00 6-4 =tmc WEST ELKHORN Cost of Engineering Services ~ Preliminary and Final Design Rate/Hr. Hrs. To I. al Project Manager $75 12.0 $ 900.00 Des i gri Eng i rieer $50 44.0 $2200.00 2-Man Survey Crew $75 20.0 $1500.00 DrÂ·n f L i ri g $30 120.0 $3600.00 Clerical $20 16.0 $ 320.00 TOTAL DESIGN. ...................... . $8520.00 Construction Inspection Rate/Hr. Hrs. Total Pro.ient Manager $75 8.0 $ 600.00 Construction Inspector $46 44.0 $2024.00 Draftirig $30 8.0 $ 240.00 TOTAL CONSTRUCTION INSPECTION............... . *2864.00 TOTAL PROJECT...................................,.......,, .$11384.00 6-5 =Imc TOWN OF ESTES PARK 1995 WATER LOOPING PROJECTS Cost ot' Eng i neering Services PROJECT COST West Elkhorn $11.384.00 East E]khorn 3 8,592.00 Big Horn Drive $ 3,618.00 TOTAL PROJECTS COST (NOT TO EXCEED) $23,594.00 6-6 ROCKY MOUNTAIN CONSULTANTS, INC. amc 437 South St. Vrain Estes Park, CO 80517 (303) 586-2458 Metro (303) 825-8233 Fax (303) 825-8912 December 14, 1994 Bill hi ririane Publ ie Work H Di rector Town of Estes Park P.O. BOX 1200 Esl.es ParÂ·k, CO 80517 RE: Glacier Creek 1 Million Gallon Treated Water Storage Tank I)ear Hil 1 : Rock.v Mount.air, Consult.ants, Inc. (RNC) i.s submitting the followi.ne sr:Ope Of HerÂ·vic:es for entineering services related Li) t.he (11.neler Creek 1 mil.lion gallon trented water storale tank. The tank would be located on YMCA property which is also inside Rocky Mountain National Park (RMNP). Preliminary conversation with Steve Iobst from the National Park Service (NPS) requirements for locating the tank within RMNP. At this time we are assuming very minimal requirements ['rom the NPS for construction of t,he water storage Lank. Preliminary design standards have been deve loped based on conversationw wit.h Bob Goehring Water Superintendent for the Town. These standards include: 1. Below grade sl.ructure 2. Does rio l. require two compartment struct.ure for nia i n l.enarice. 3. Maximize contact/detention time. 4. Pry)vide support for fire flows throughout. t. 1, e Town dist.ribul.ion system. Based (,ri L h e Sle requ i remen ts structurÂ·al inleerity, 11"d lower construction costs, we recommend installation of a circular post tensioned Lank. Wi-th t.he best economy of scale occurring at a wall height of 24 to 28 feet. 7-1 CIVIL AND ENVIRONMENTAL ENGINEERING â€¢ PLANNING I . r 9mc RMC will.provide predesien, preliminary design, final design and i construction related enÂ¢ineering services. A more detailed ~ breakdown of our services is as follows: I. PREDESIGN 1. Review hydraulic requirement.s hi e h water level and overÂ·tit.irig wal.er level. 2. Consider visual impacts caused by proposed tank local, ions. 3. SiLe drainage. 4. Geol,echnical investigation to include 4 test holes at the proposed location. 5. Attend netotiations with YMCA and prepare documents for the purchase and/or easements for the property where the tank is to be located. 6. Overflow plpeline alignment and discharge point.. 7. Site ground slope stabil.ity. 8. Access for operations, maintenance and construction. TI. PRELIMINARY DESTGN 1. Prepare a prÂ·eli.minary sil.e plan and drawings detailing s i I.ft gradinit, t. pink inlal and outlet pipelines with relaied isolation valving, overflow and drain pipelines, sil.<-t reve,feLation and land scaping. 2. Perl'orm a prelimi.nary design 01' the tank mi-,rual.ure ancl HÂ·[)!"Ir'Lettaric:trts. The des i gri s I.aridards for I,he MI r'â€žc: 1.1, ral. desien 0 1. the tank include the Ame TÂ· i c tan Concrete I ns 1, i 1, ti l,e ( ACT ) S t.andards 318,344 (Circular Prest.ressed Concrete Tanks) and 351 (Sanitar'y Eneineering Structures). Tn addition, the American Wai.er Works Association (AWWA) proposed standards for circular prest,rÂ·eased concrete tanks will be used. Prepare prfeliminary drawings of major' component.s for review, comment and approval hy the Town. 7-2 gmc III. FINAL DESIGN Afl.er Â¢ i ven au t.horization to proceed with the final design, the services 1.0 be performed includes Lhe work neresMary to produce l' inal Con 91. ruetion drawings, speci fications and estimate o[' probable construction cost. 1. Turili Disign Analyses Review analyses of the, structural components of 1.he tank including the grade slab. walls, columns, foot.ines and the roof. 2. Incle pendent Design Check Independent. design calculation review will be performed on the tank structural components. 3. Site Piping Review Final design calculations of pipelines and appurl.enances includime restraint systems and isolation Vii I V i ll Lf . 4. Site Plan Final iz the si.te layout,, site grading, reveget.at.ion and landscaping p I ans . 5. Const.ruct.ion Drawings Complel.e the final construction drawings, on 24-inch x 36-irich my I.Fir, 1.0 show the charÂ·acter and extent of the pro.ieeE to enable the contractors Lo competively bid the I)t'().it,(, t 6. Contraill. Documerit.H and Specifications PremuÂ» pro.ject. specification documents in "CRT" f'orÂ·inat to include Advertisement, Proposal, Contract Documents, GenerÂ·iiI Special Conditions, Basis of Payment, Technical Specifications, Notice of Award, Notice to Proceed, Change Order format and Final Acceptance, utilizing Town approved documents where required. 7. Esl,imal.e 01' Probable Town Construction Cost Prepare Final estimate of probable construction cost. Corâ€žhicÂ·I, meet,ir,ils with qualified cont.ract.ors to review i n l'r, ,Â·mal. i on 1)11 rÂ· s tiant, to opt.imization (, 1, const.rÂ·tic:t: i on 7-3 r.f)HI.M. .. r 91ilc t 8. Quality Assurance Review | PerÂ·l'orÂ·iii internal RMC staff review of all plans and Specifical.inrin with Project Marmeer, Project, Eneineer, i Construction Engineer and in-house personnel not a part ~ of the project team. 9 Â· 81-1-1.?_'!.Li. 1-.l-Lila ,Submit, f'i.nal. drawings and specific:at,ions a.rir] estimate of prohab.le construction cost for review and comment by Town st.n If . Review all submit,tals and piÂ·o,Jecl. st,at.us with Town s taff. 10. Final Revisions From sl.al'f comments, modify contract specifications, drawings and construction cost estimate, as required. IV. CONSTRUCTION RELATED ENGINEERING SERVICES A. Project Bidding and Contract Award Services P r o.. i cle assistance during the pre-bid interval to gpiter'al.e bidding interest and aid prospective bidders in fully understandin'e the scope. of the project and explaining any 1 1 nusual or significant. l'eat.tires. Following the bid opening we would provide assistance in evaluating the bid proposals and recommending for award of contract. Specific items of involvement are as follf,ws: 1. Coordinal.e project advertisementi. 2. Distribute Contract Documents to all prospective bidders and suppliers. 3. Corit-.ant. mat.erial suppl iers which have t,he pot.ent,ial 1.0 FurÂ·nish specified mal.eTÂ·ial in order to promote hirlding competition. This would also be done during the final design phase. 4. Con tan t, all known contractors which have successfull.y completed sintilar type pro,jects. 5. Conduct. a pre-bid con ferÂ·ence and job-walk with cont.ract.ors and suppliers to familiarize prospentire b i dders wit.h actual site coridi Lions and constraints. 6. Resporid to all contractor andÂ·supplier inquiries to 7-4 provide more complete underÂ· standing of t.he project. 11 M t'11(Illit'ittl . =tmc 7. Assist the Town in conducting the bid opening. 8. Review bid proposals and qualifications of cont.ract.ors and suppliers, provide the 'I'own with a recommenrial. i.on for Award of Contract. 9. Followine review of proposals and quali final.ions of cotil.rantors and suppliers, provide the Town with a recommendation for Award of Contract. 10. Following "Notice of Award," assist. t.he Town in the review Of the contractior' s horic] a nri i ris; titÂ·firice submi 1,1.als arid execution of the Cont,ract Document.s. R. Conduct pre-cong truction meeLing 1,{) identify responsibilit,y of' t.he Town, R.MC arid the Cont,racil.or during 1.he construction period. The items to be established will be: 1. Methods of construction and requirements for any disruption of water utility service. 2. Delivery 01' materials and locations for storage of , materials. 3. Procedures for submittal of shop drÂ·awinis and monthly pay estimat.es. 4. A detailed construction schedule for submittal to, and apprÂ·oval by, the Town. 5. Field and office documentation. C. Const.ruction HerviceM including: 1. Review of all shop drawing s zihinitt.als for compliance wi-1.h LIre Cont,ract Documents. 2. Review an,1 observation c) f material handlint and storage procedures. 3. Review and observati on u f' general const.ruction procedures for compliance wi t. h the Contract Documents. 4. Verification that. equipment is installed in compliance with the Contract, Documents. 7-5 5. Provide. ConS I.rllct. i an stliÂ·ve vs n H requi rerl for verÂ·t,inal and horizorit,al loent.ion of all buildines, pi pe I i nes, sl,orn.ge t,,tt~Ii, and at)I)1~rÂ·|.enances including 1 L .. 9mC 6. Review of monthly pay estimates and recommendation to the Town for payment to the contractor. 7. Review and recommendation of all Change Orders. if necessary. 8. Prepare field and office documentation to include bul, nol. he limited to: a. Minutes of weekly on site progress meetings. 1). Preparal. ior, of inorithly st,at.119/progrÂ·eas reports. {t. Complet.ion of Daily Const.ruction Lott signed und clated by the Resident Engirieer ami Project Manager. 9. Provide n â‚¬)11, paction 1.esl,it,9 O 1. all .1.rÂ·11(:Lural subgrade for buildings;, beddinst and back fill for pipeline trenches and materials testing of all concrete. 10. Establish procedures for and coordinate and approve : interim, partial, and final testing of system components, and acceptance. a. Compliance with disinfection requirements inc].uding ch.Lorine residual and clear water flushing operations. b. Hydrost.at,ie pressure Lesting ancl evillual.i.on of pipeline performance. C. Start-up and testing o F all. mechanical. equipment, monitoring and control systems and appurteriant, features. (i. Independent outside consultant review and testing of major electrical components and sys l.ems; . 11. Conduct-, final. inspection/.iob-walk in cori.junction with the Town staff, and prepare a "purich list." 12. PrÂ·ovide operattional assist.ance during system st.art- lip. 13. Prepare recommendation for esl.ablishinÂ¢ date of subst.an tial. and final completion, f i ri H 1 job acceptance and final payment to the contract.or. 14. Prepare certified "As Built." drawings and furnish reproducible mylars and con:puter disk for permanent record to t.he Town within 60 days of substantial complel. i.on. 7-6 15. Compile 0&M marinals For lili projects nomponents. =Imc The Cost of Entineerine Services for.each Phase is as follows: PREI)ESTGN RATE/HR. HRS. TOTAL Project Manager $75 24.0 $ 1800.00 Design Engineer $55 48.0 $ 2640.00 2-Man Survey Crew $75 16.0 $ 1200.00 DrÂ·af't. ing $30 56.0 4 1680.00 Clerical $20 40.0 $ 800.00 Gentechnic:H 1 Dril l ing * 2500.00 Subtotal Predesign.................... .$10,620.00 PRELIMINARY DESIGN RATE/HR. HRS. TOTAL PrÂ·o,jecil Manager $75 16.0 $ 1200.00 Design Engineer $55 48.0 $ 2640.00 Structural Engineer $60 48.0 $ 2880.00 CADD Operator $50 56.0 $ 2800.00 Clerical $20 40.0 $ 800.00 Structural Consult,ant $ 2800.00 Subtotal Preliminary Design. ...... ........ . $13,120.00 FINAI, DESIGN RATE/HR. HRS. TOTAL Project Manager $75 16.0 $ 1200.00 Design Erigi.neer $55 24.0 $ 1320.00 CADD Opera to rÂ· $50 72.0 $ 3600.00 Clerical $20 40.0 $ 800.00 Subtotal Final Desien.................. . .$6,920.00 7-7 1 gmc CONSTRUCTION RELATED SERVICES , RATE/Hit. HRS. TOTAL | 1 Project Manager $75 48.0 $ 3600.00 1 Construct.ion Trispeal.orÂ· $ 5 0 18 0.0 $ 9000.00 CADD Operator $50 20.0 $ 1000.00 Clerical $20 24.0 $ 480.00 Concrete Testing $ 900.00 l'olal. Construc:tion 1?.elated Services. . . . . . . . . . . . *14 ,980.00 TOTAL PROJECT................ ....,......,..,...............$45,640.00 Fi.nal construct.ion drawints will be availal).le approximately 60 days from the +election of the tank s.it.e and complet,ion of negotiations with the YMCA. We are art Licipating a summerÂ· construction season for the pro.ject. If you have any questions, ple,irhe rio not hesitate to call. Rint'.f'A'ey,y// 0/ Rogivt &10!41'r/9(N CONSULTANTS, INC. /V\/A J VUL Attr111 Prochaska, P.E. Ass'ociate Principal KMP/was 7-8 TOWN OF ESTES PARK i PUBLIC WORKS DEPARTMENT i i CITIZEN SERVICE RESPONSE REPORT DECEMBER, 1994 1 CODE TYPE OF CALL , NO. OF CALLS HOURS 11 BLEEDER MAINTENANCE 1.00 2.50 12 UTILITY LOCATION -:MAIN: 31.00 58.00 , 13 UTILITY LOCATION - SERVICE 2.00 2.00 15 SERVICE LINE INSPECTION 16 TAP REQUEST 1.00 1.00 17 WATER QUALITY - TASTE 18 WATER QUALITY - ODOR 19 WATER QUALITY - COLOR 20 PRESSURE PROBLEMS: HIGH 21 PRESSURE PROBLEMS: LOW 2.00 2.50 22 FROZEN LINES: MAIN 23 FROZEN LINES: SERVICE 1.00 1.00 24 LINE BREAKS: MAIN 3.00 3.00 25 LINE BREAKS: SERVICE 3.00 4.00 30 METER REPAIR 31.00 28.50 31 FINAL INSPECTION 6.00 6.00 40 CONSTRUCTION RELATED: WATER 1.00 1.00 41 CONSTRUCTION RELATED: PARKS , 42 CONSTRUCTION RELATED: STREETS 44 CONSTRUCTION RELATED: OTHER 50 STREET REPAIR 1.00 4.00 51 SNOW REMOVAL 52 STREET SWEEPING 53 SIGN REQUESTS AND REPAIR 54 STORM DRAINAGE 55 TRAFFIC HAZARD 60 OTHER 5.00 14.00 , TOTALS FOR DECEMBER 1994 88.00 127.50 HISTORICAL DATA THIS MONTH LAST MONTH LAST YEAR TOTAL CALLS 88.00 85.00 54.00 TOTAL MAN HOURS 127.50 164.25 117.75 %CHANGE(CALLS/MHS) +3.53%/-22.37% +4.30%/+29.68% +62.96%/+8.28% 1-1 TOWN OF ESTES PARK NOVEMBER 1994 ACCOUNTABLE WATER REPORT I) Treated water for October 14, 1994 through November 13,1994: Oct. 14 to 31 Water Treated: *Fall River O Glacier Creek 11,987,000 Marys 7,495,000 Nov. 1 to 13 Water Treated: *Fall River O Glacier Creek 7,665,000 Marys 5,331,000 Total Water Treated in Billing Period 32,478,000 Gal. 2)Accountable Water Adjustments: 2,306,990 Billing: 22,972,103 *Backwash 0 Total Water accounted for: 25,279,093 Gal. 3.) PERCENT ACCOUNTED FOR: 78% 4.) 12 MONTH AVE. PERCENT ACCOUNTED FOR: 77% . 2-1 - fl WATER.XLS NOVEMBER, 1994 ADJUSTMENTS 1.) Water Dispenser TOTAL WATER DISPENSER (Gal.) 105,000 2.) Bleeders TOTAL BLEEDERS (Gal.) 2,149,990 111 3.) Flushing/Leaks/Misc. a. 14-Oct 4th St. flush 2,000 ' b. 7-Nov Big Horn leak 50,000 C. d. e.. f. g. : 1 h. ! 1. j. TOTAL FLUSHING, MISC. (Gal.) 52,000 TOTAL ADJUSTMENTS (Gal.) 2,306,990 2-2 r I TOWN OF ESTES PARK ' TOTAL WATER PLANT PRODUCTION (CALENDER MONTH MINUS BLEEDERS) 1993 1993 1994 1994 MONTH YTD MONTH YTD F % % i MONTH TOTAL TOTAL TOTAL TOTAL f i CHANGE CHANGE (GAL.) (GAL.) (GAL) (GAL.) (GAL.) i: : (MONTH) (YTD) JANUARY 26,042,370 26,042,370} 26,254,900 26,254,900: 1% 1% I FEBRUARY 21,131,280 47,173,650, 23,570,900 49,825,800{: 12% 6% MARCH 26,485,160 73,658,810j 25,802,800 75,628,600: -3% 3% APRIL 22,764,110 96,422,920j 1 25,339,400 100,968,000 11% 5% MAY 40,059,420 136,482,340:Â·: 41,750,328 142,718,328: 4% 5% ; JUNE 54,127,530 190,609,870: :~ 63,441,300 206,159,628: 17% 8% JULY 71,039,000 261,648,870: , 76,468,746 282,628,374: 8% 8% AUGUST 62,554,600 324,203,470 58,651,900 341,280,274 -6% 5% SEPTEMBER 42,196,410 366,399,880 46,454,520 387,734,794: 10% 6% OCTOBER 31,229,400 397,629,280 2 33,144,140 420,878,934 6% 6% NOVEMBER 23,165,000 420,794,28* :: 27,853,010 448,731,944: 20% 7% DECEMBER 28,057,300 448,851,580 TOTAL 448,851,580 AC - FT 10,304 2-3 - Fir TOWN OF ESTES PARK WATER USE RECORDS NOVEMBER, 1994 DATE FALL GLACIER SUBTOTAL MARYS TOTAL ~ RIVER CREEK (GAL) CFS (GAL) CFS (GAL) ' 1 0 620,000 620,000 0.97 409,000 0.64 1,029,000 2 0 555,000 555,000 0.86 365,000 0.57 920,000 3 0 587,000 587,000 0.91 343,000 0.53 930,000 4 0 549,000 549,000 0.85 431,000 0.67 i 980,000 5 0 569,000 569,000 0.89 389,000 0.61 958,000 6 0 662,000 662,000 1.03 482,000 0.75 1,144,000 I 7 0 684,000 684,000 1.06 350,000 0.54 :: 1,034,000 8 0 622,000 Â· 622,000 0.97 567,000 0.88 3 1,189,000 9 0 525,000 525,000 0.82 : 390,000 0.61 915,000 10 0 536,000 536,000 0.83 294,000 0.46 830,000 11 0 584,000 584,000 0.91 425,000 0.66 1,009,000 12 0 566,000. 566,000 0.88 494,000 0.77 1,060,000 13 0 606,000 606,000 0.94 . 392,000 0.61 998,000 14 0 624,000 624,000 0.97 301,000 0.47 } 925,000 15 0 558,000 558,000 0.87Â· 494,000 0.77 1,052,000 16 0 657,000 657,000 1.02 343,000 0.53 1,000,000 : 17 0 635,000 635,000 0.99 264,000 0.41 899,000 18 0 648,000 648,000 1.01 321,000 0.50 969,000 19 0 611,000 611,000 0.95 345,000 0.54 956,000 20 0 656,000 656,000 1.02 303,000 0.47 959,000 21 0 648,000 648,000 1.01 305,000 0.47 953,000 22 0 643,000 643,000 1.00 299,000 0.47 942,000 23 0 614,000 614,000 0.96 354,000 0.55 968,000 24 0 655,000 655,000 1.02 216,000 0.34 871,000 25 0 708,000 708,000 1.10 460,000 0.72 1,168,000 26 0 810,000 810,000 1.26 357,000 0.56 1,167,000 27 0 731,000 731,000 1.14 326,000 0.51 1,057,000 28 0 697,000 697,000 1.09 319,000 0.50 1,016,000 29 0 676,000 676,000 1.05 249,000 0.39 925,000 30 0 942,000 942,000 1.47 395,000 0.62 1,337,000 31 0 - - 0.00 - 0.00 0 TOT. 0 19,178,000 19,178,000 0.96 10,982,000 0.55 30,160,000 AF 0.00 58.86 58.86 .. 33.70 92.56 CFS 0.00 0.96 0.96 0.55 1.51 ' BL(-) N/A N/A N/A N/A -2.306,990 GAL 0 19,178,000 19,178,000 10,982,000 27,853,010| AF 0 58.86 58.86 33.70 85.48 1st-13 0 7,665,000 5,331,000 14 - 31 0 11,513,000 5,651,000 2-4 CD >0 86@E 9* Â£ O Not lili 0. i N i Â· ~ Â· ~, i . 4/ki"g 466 t .> 1.hi _ 1 1 114 x .: Â· - ~Â·Â·Â·â‚¬ Â£6610 : Â·Â· 7~mmw*.mm*mw*m#Ammm*mmndmmwm~.wmwwm1 T 1 . - . .. 9 111112 166 t 1 4... 1 : at,4 - 1.. . . , 1 1 Ill 42-~ 166 L %- Â·Â·: z: :: 0661. 11 1 ~Ill,Immil,1,1,11,11,1,11,1111,1,Il,1,1,111,111,111,11,11,11,1111,11111111,1,1,11,1,1111,11,1,1,1,11,1111~1,1,1111111(~ '1 686 k 0~1'111111 'Im' 1 11111111"1111,111 1111 1 1 lili 11 li 11 lili ripÂ· 1111 It 1 lilli Iii il iii lili lilli Â· lili 1114 2'91 'ill'lli T ii uirii,1,11,11:1111,11Â·111111,111111Â·111,lity'lm"uÂ·,Â·11,41111,1,1 ~WH'i'1, 1' 12 lu L96 L Â·Â·Â· .. :Â·: Â·Â· ~11'1111'111111,11ilitillii,lilli,illi,ill,iâ€žlill11111Il~111~1~11111111 11, im lilil'lil n '1.2 ~ 41; _996 K .. . .. 11 . lili 11 1 1 ' ,1 1,1,1 1,111 1,11,1 . 1 h 1 986K ..~: "i" i 4 1 * 4-~-egs, ~ :i:~~ .~Â·*Â·~~~~ ~~ ~~ ~ ~~ ~Ii,Im.,int.....11111111111111111!1111111111111111111111111111~11111111111ill,91~11~ ~ Q i 296t 1 0 f 2-5 Change from previous year previous JeaX 5.9% NOVEMBER & YTD GALLONS BILLED hIVEA 350,000,000 -1 300,000,000 j 250,000,000 -r 200,000,000 -1 '- 000'000'09, r- 000'000'001. r- 000'000'09 GALLONS 32 > O ~ E .~ m N O 1- 0 . 22@11 Z >- â€ž\ 0 0- mâ€¢ - N - Â· 1 ' U. 11111111: 9.0 . I ,23 -'(17,~Jw,ph?;*mi~??%'VEÂ®42#J?~iMpiQiki;*itiM;%3'~MF~3(h~7,â€ž,,7,',~i,Â»A'~ - Â· 0 1=. 2- E 1 1 11 1 1.1 11 .:: 1/.'::1:11~ 10?:':3176%111:?iss:itis '~ET Iii -" 1--7-1111 1 - 1 + 1. 1 Iliti imâ€žâ€ž :,m ii " i :rhi,t,titi,iâ€žimi "i:i, i,tiÂ·mâ€ž,m 11" im"" 1.1 Ain" .. '112.11'r Â·Â·Â·x mpre"F,4"r,9 r,1-'ri'Â·if9â€¢~Fr'....,firrâ€¢1~'icrrr---"Ar rÂ·Â·Â·9~rÂ·Â·Â·-â€¢Â· Ad .. ~~11,Amm~111~1,1~11~1~1~JbmWhi,111:11*imm~mfurn ' 11 1 4,>. X Â·- .9 Â·Inâ€¢.nâ€¢ n-- .1 1 1 11 1 1 1. 1 1 -â€ž.1 111 .:.1 Â·Â·Â· ..:.: 11 1. 1..11 11 1111 111111 1 11 S:. "b:,~~t~,hii,~11 mmi~â€¢m~'iii Ii~Â·I,I~nhuit,WI;~ bÂ· 1 ...:.: :::%t/4 \ 1 1 1 0 0 0 0 0 g 0 0 0 0 0 0 0 q 0 0 0 0 0 0 0 4. N 3nN3A3H f TOWN OF ESTES PARK DECEMBER 1994 ACCOUNTABLE WATER REPORT I) Treated water for November 14, 1994 through December 13, 1994: Nov. 14 to 31 Water Treated: *Fall River O Glacier Creek 11,513,000 Marys 5,651,000 Dec. 1 to 13 Water Treated: *Fall River , O Glacier Creek 8,746,000 Marys 4,580,000 Total Water Treated in Billing Period 30,490,000 Gal. 2)Accountable Water Adjustments: 3,117,600 Billing: 18,370,526 *Backwash 0 Total Water accounted for: 21,488,126 Gal. 3.) PERCENT ACCOUNTED FOR: 70% 4.) 12 MONTH AVE. PERCENT ACCOUNTED FOR: 77% 2-7 WATER.XLS DECEMBER, 1994 ADJUSTMENTS 1.) Water Dispenser TOTAL WATER DISPENSER (Gal.) 2,698,500 2.) Bleeders TOTAL BLEEDERS (Gal.) 197,100 3.) Flushing/Leaks/Misc. a. 16-Nov Hwy 36 fire 30,000 b. 18-Nov Big Horn connect 40,000 c. 23-Nov Big Horn connect 50,000 d. 29-Nov Line break 75,000 e. 30-Nov Flush Hopes 2,000 f. 8-Dec Eagle Cliff connect 25,000 g. h. 1. j. TOTAL FLUSHING, MISC. (Gal.) 222,000 TOTAL ADJUSTMENTS (Gal.) 3,117,600 2-8 TOWN OF ESTES PARK TOTAL WATER PLANT PRODUCTION (CALENDER MONTH MINUS BLEEDERS) 1993 1993 1994 1994 MONTH YTD MONTH YTD k% % MONTH TOTAL TOTAL > j TOTAL TOTAL : f CHANGE CHANGE (GAL.) (GAL.) (GAL.) i f (GAL.) (GAL.) (MONTH) (YTD) JANUARY 26,042,370 26,042,370~ 26,254,900 26,254,900 1% 1% FEBRUARY 21,131,280 47,173,650 23,570,900 49,825,800: 12% 6% MARCH 26,485,160 73,658,810 25,802,800 75,628,600 -3% 3% APRIL 22,764,110 96,422,920 25,339,400 100,968,000 11% 5% MAY 40,059,420 136,482,340 41,750,328 142,718,328 4% 5% JUNE 54,127,530 190,609,870 63,441,300 206,159,628 17% 8% JULY 71,039,000 261,648,870} 76,468,746 282,628,3745 8% 8% AUGUST 62,554,600 324,203,470: 58,651,900 341,280,274~ -6% 5% SEPTEMBER 42,196,410 366,399,880 1 46,454,520 387,734,794 10% 6% OCTOBER 31,229,400 397,629,280: 33,144,140 420,878,9342 6% 6% NOVEMBER 23,165,000 420,794,280l 27,853,010 448,731,944: 20% 7% DECEMBER 28,057,300 448,851,580: ' 29,341,400 478,073,344: 5% 7% TOTAL 448,851,580 AC - FT 10,304 2-9 TOWN OF ESTES PARK WATER USE RECORDS DECEMBER, 1994 DATE FALL GLACIER SUBTOTAL MARYS : TOTAL RIVER CREEK (GAL) CFS (GAL) CFS (GAL) 1 0 531,000 531,000 0.83 278,000 0.43 809,000 2 0 1,029,000 1,029,000 1.60 405,000 0.63 M 1,434,000 3 0 703,000 703,000 1.09 :: 309,000 0.48 1 1,012,000 4 0 821,000 821,000 1.28 332,000 0.52 1,153,000 5 0 633,000 633,000 0.99 348,000 0.54 981,000 6 0 625,000 625,000 0.97 356,000 0.55 981,000 7 0 609,000 609,000 0.95 634,000 0.99 1,243,000 8 0 651,000 651,000 1.01 j 381,000 0.59 1,032,000 9 0 600,000 600,000 0.93 299,000 0.47 : 899,000 10 0 629,000 629,000 0.98 435,000 0.68 f 1,064,000 11 0 623,000 623,000 0.97 324,000 0.50 , 947,000 12 0 661,000 661,000 1.03 : 290,000 0.45 951,000 13 0 631,000 631,000 0.98 189,000 0.29 820,000 14 0 589,000 589,000 0.92 1 435,000 0.68 1,024,000 15 0 593,000 593,000 0.92 306,000 0.48 Â· 899,000 16 0 599,000 599,000 0.93 263,000 0.41 862,000 17 0 642,000 642,000 1.00 455,000 0.71 j 1,097,000 18 0 703,000 703,000 1.09 341,000 0.53 1,044,000 19 0 716,000 716,000 1.11 326,000 0.51 1,042,000 20 0 686,000 686,000 1.07 ; 381,000 0.59 1,067,000 21 0 656,000 656,000 1.02 244,000 0.38 900,000 22 0 701,000 701,000 1.09 421,000 0.66 1,122,000 23 0 710,000 710,000 1.11 358,000 0.56 1,068,000 24 0 697,000 697,000 1.09 425,000 0.66 1,122,000 25 0 760,000 760,000 1.18 220,000 0.34 980,000 26 0 786,000 786,000 1.22 455,000 0.71 1,241,000 27 0 739,000 739,000 1.15 ' 445,000 0.69 1,184,000 28 0 751,000 751,000 1.17 354,000 0.55 1,105,000 29 0 752,000 752,000 1.17 360,000 0.56 1,112,000 30 0 703,000 703,000 1.09 449,000 0.70 1,152,000 31 0 746,000 746,000 1.16 366,000 0.57 1,112,000 TOT. 0 21,275,000 21,275,000 1.06 11,184,000 0.56 Â· 32,459,000 AF 0.0Q 65.29 65.29 34.32 t 99.62 CFS 0.00 1.06 1.06 0.56 > 1.62 BL(-) N/A N/A N/A N/A 5 ~ -3.117.600 GAL 0 21,275,000 21,275,000 11,184,000 ; 29,341,400 AF 0 65.29 65.29 34.32 ~ i 90.05 1st-13 0 8,746,000 4,580,000 14-31 0 12,529,000 6,604,000 2-10 CD 0 32 Ng.BE Ii\332 R >, 4942- *M/E me#% Â¥8 Maqil RAiiÂ·c RREN E,?la [E M B E W*...= .ul, 11111 6.......11.7 6.11 ~L~_ *66 L p 1 Ir=- - -.1 1,=- - = -1:4-=- .lt........l'..l..............l'.........ReT.Â£14..f .. 1 Â£6610 ......1/lt 7661. : 2!80)j~*#51#!**MFMM,2#i~*!0~1**aNN{*.'tjj#jt#&49:4@i:;:4.k>&:t:':M:Iii:t!'Â·"!Â·!Â·i:~,;â€¢I~,:I:Iiâ€¢ 1.66 L &1:'##,i##:84:!01::$&!:!:t,MA/&522004224.~2,.*.,2~t#$47,%'m:!uum:!:!1:!:!2 !:gi!:91 g""0 066 K ,I1!11111 5 69610 1" 996 k 121 /111111 11 1 1! 111.11 ~11"111,11"1111111111111,1 111 lilli Iliu 1,1111'11,1 1111 1 1111111111'1 1,12 ~~~-' L96L q 9 996 k 1 1.! 1 U"': 996 k c *NAcir' ''vin IÂ·,i"m'imi il'Ii,rr, iii li~ N 41 Â£961. 1 9 . 296 K 1 \ 3 1 1 0 go 0 0 0 0 0 0 0 0 O 0 0 0 0 O 0 0 0 0 <0 9 61 LU J Z LU > LU 2-11 0 1 g 0 E gal * 1 xe i *66 & i ~,&5iâ€ž,Rimli,WiRM,111:;timitihiIZA,mMI:M:t::MIAI;mitim,im, i,"mmth,IMWIRI,i,"9%16 11 ~ Vew Â£66 L 14!Â· 111*1:11Â· 1 Â·41114, -r411,1,"4111111+111 1.11 11 1 ' 1 1'//*I'l.-1111 #Il . 10111111 2661. '11111 1 1 2411,6 1.66L Â·Ii'I--1--'----1 - Â·-! " 1, 711 ~11 1-9-rIM# 1 1~Â·-Iltlr-= .,0.17=1â€ž.tlr 11 = ~ ~ el"41 066 t , ~ â€ž5â€ž,it,m â€žâ€ž,â€žmmm â€ž,t:â€ž0â€žh,469;6â€ž67;al;am;T,J, :I,7*TwTLimik,m,mU#,:â€ž,1 1 1- m 'Â·4 996 K i 0 1 -- .. ~ .~ L96 L ~dilmmIHINWI~i~{H#11111{iliRRR -.#9 w , 996 b 41 996 K 1 L.==U=,96: :1-Â£861. ImmAU&0./ i 1 1 1 4"1 296 L f 1 t 1 0 2-12 Change from previous year chale 030 m hIVBA 5.7% DECEMBER & YTD GALLONS BILLED 400,000,000 -1 350,000,000 j 250,000,000 j GALLONS 200,000,000 -/ -I- 000'000'09 L 1- 000'000'OOK >- 000'000'09 300,000,000 -f