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resolution.council.096-2014
RECEPTION#: 612634, 08115/2014 at 12:37:21 PINT, 1 OF 71, R $361.00 Doc Code RESOLUTION Janice K. Vos Caudill, Pitkin County, CO RESOLUTION # 96 (Series of 2014) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, APPROVING A CONTRACT BETWEEN THE CITY OF ASPEN AND THE ASPEN SKIING COMPANY, LLC, AUTHORIZING THE CITY MANAGER TO EXECUTE SAID CONTRACT ON BEHALF OF THE CITY OF ASPEN, COLORADO. WHEREAS, the Aspen City Council approved a November 8, 1993 Water Service Agreement for the Buttermilk Day Lodge Project located in Pitkin County; and, WHEREAS, the Aspen Skiing Company, LLC has formulated a project which will replace certain facilities on the project site while staying within the limitations of the total water allotted under the 1993 agreement; and, WHEREAS, there has been submitted to the City Council an Amended and Restated Water Service Agreement for the Buttermilk Ski Area Base Facilities between the City of Aspen and the Aspen Skiing Company LLC, a true and accurate copy of which is attached hereto as Exhibit "A"; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, That the City Council of the City of Aspen hereby approves that Amended and Restated Water Service Agreement, between the City of Aspen and the Aspen Skiing Company LLC, a copy of which is annexed hereto and incorporated herein, and does hereby authorize the City Manager to execute said agreement on behalf of the City of Aspen. INTRODUCED, READ AND ADOPTED by the City Council of the City of Aspen on the 1 lth day of August 2014. Steven Skadron, Mayor I, Linda Manning, duly appointed and acting City Clerk do certify that the foregoing is a true and accurate copy of that resolution adopted by the City Council of the City of Aspen, Colorado, at a meeting held August 11, 2014. (J�1N./VI.UIL Linda Mannin , City Clerk Final-2 7.28.14 clean AMENDED AND RESTATED CITY OF ASPEN WATER SERVICE AGREEMENT (Existing Development) This Amended and Restated Water Service Agreement ("Agreement") is entered into this l/ day of 2014, in Aspen, Colorado, between THE CITY OF ASPEN, a Colorado municipal' unicipa corporation and home rule city whose address is 130 South Galena Street, Aspen, Colorado 81611 (the "City"), and ASPEN SKIING COMPANY, LLC, a Colorado limited liability company whose address is Post Office Box 1248, Aspen, Colorado 81611 ("Owner" or"Developer"). RECITALS A. A Water Service Agreement was entered into on November 8, 1993 among the City, Aspen Skiing Company, a Colorado general partnership and Norwest Bank Des Moines, N.A., Trustee of the Friedl Pfiefer Revocable Trust Dated May 20, 1985 ("1993 Agreement") recorded in the Pitkin County records at Reception No. 366539. Exhibit 1, attached to this Agreement and incorporated herein by reference, consists of Addenda 1- 1, 1-2,and 2 and Exhibits A through F to the 1993 Agreement. B. This Agreement amends, restates and supersedes the 1993 Agreement. C. Developer is the successor-in-interest to Aspen Skiing Company, a Colorado general partnership. D. Developer is the successor-in-interest to Norwest Bank Des Moines, N.A., Trustee of the Friedl Pfiefer Revocable Trust Dated May 20, 1985, pursuant to those certain Trustee Deeds dated October 31, 2001 recorded in the Pitkin County records at Reception No. 46053 and Reception No. 460654. E. Developer is the sole owner of certain real property comprising approximately 35 acres situated in Pitkin County, Colorado, as more particularly described on Exhibit 1 at Addenda 1-1 and 1-2 ("Property") which property includes the Main Base Area for the Buttermilk Ski Area, F. The City, by Ordinance No. 54 (Series of 1993), attached hereto as Exhibit 2, approved the extraterritorial extension of water service and the 1993 Agreement, and although an existing water main is being relocated in connection with the New Project, as herein defined, no new water main extension is included and the 10 acre-foot maximum annual water demand approved by Ordinance No. 54 (Series of 1993)will not be increased. G. Ordinance No. 54 (Series of 1993) authorizes the extraterritorial water service provided for in this Agreement, subject to the terms and conditions of this Agreement and the following, which apply to this Agreement: 1 Final-2 7.28.14 clean (1) The City owns and operates the City of Aspen water system in accordance with the laws of the State of Colorado, and in accordance with the charter, ordinances, rules, regulations, policies and resolutions of the City of Aspen, and this Agreement is entered into in conformity with, and subject to, such charter, and all such ordinances, rules, regulations, policies and resolutions as they relate to construction, operation and maintenance of water mains, lines and associated facilities, water service and water use. (2) The Aspen Municipal Code ("Code") provides for the rating of existing, new or expanded water service based on potential water demand as expressed in equivalent capacity units(hereafter"ECU"). (3-) The Code requires that the extension of water service outside the boundaries of the City shall be made only pursuant to a written agreement with the City, that the City shall not be obligated to extend such service, and may provide such service only upon a determination that it is in the best interests of the City, and that the City may impose such requirements by agreement as it deems necessary to protect its best interests. (4) The City's Water Service Extension Policy permits water service extension only upon demonstration that such extension will meet the policy goals and requirements of Resolution No. 5 (Series of 1993) as amended June 28, 1993, pursuant to Resolution No. 49 (Series of 1993), as the same may be further amended from time to time and the City has determined that such extension is consistent with such policy goals and requirements. (5) The City's Water Service Extension Policy requires a loop system or a cross-tie system (at Developer's expense) such that when water main extensions are made, such extensions shall be made in a manner that will allow cross-connection with another City treated water main to create and maintain a looped system. (6) The City has determined that this Agreement and all covenants herein are necessary to comply with the Code and the City's water policies, and the City is not entering into this Agreement as a public utility nor holding itself out to the public in general as capable of or intending to provide water service extraterritorially. (7) The City desires to encourage the use of raw water supplies for the purposes - of lawn and other outside litigation so as to-reduce the dependence on treated water for this purpose and to minimize the costs of providing treated water service to the Property. H. The 1993 Agreement authorizes provision of City treated water service to a maximum of 34 ECUs for the Buttermilk Day Lodge on the Property with a limitation of 10 acre feet of annual water demand. At the time of the 1993 Agreement, the prevailing tap fee was $8,060 per ECU. 2 Final-2 7.28.14 clean I. In connection with the 1993 construction, Developer was initially charged and paid a tap fee of$191,425.00 based upon an estimated ECU count of 23.75, and an additional tap fee of$52,067.60 was charged and paid based on a final ECU count of 30.21 ECUs for Bumps Restaurant and the Buttermilk Day Lodge. The tap fees paid by Developer in connection with the 1993 improvements totaled $243,492.60 based upon 30.21 ECU's for Bumps Restaurant and the Buttermilk Day Lodge only. J. In 2001, a tap fee of$8,382.40 was paid for the Powder Pandas Temporary Facility. K. Five metered water service accounts currently serve existing structures on the Property, as described on Exhibit 3. The structures, ECU counts for the existing structures, and tap fees paid for each structure are set forth on Exhibit 3. No structures on the Property other than those identified on Exhibit 3 currently receive treated water service from the City. The parties have no records of tap fees being paid for City treated water service to the Property other than as shown on Exhibit 3. L. Developer seeks to construct on the Property improvements to certain of its existing facilities, replacement of certain of its existing facilities and new facilities, all as described in Exhibit 4 and depicted on the map attached as Exhibit 5, said improvements being herein referred to as the"New Project". M. Developer wishes to continue municipal water service from the City for existing structures on the Property, and the New Project on the Property. N. The Property is located outside the corporate limits of the City. O. Approval for the New Project was granted by the Board of County Commissioners for Pitkin County pursuant to Resolution No. 88-2013, recorded at Reception No. 606326 of the Pitkin County records. Said approval includes without limitation development authorization for all of the improvements on the Property described in Exhibit 4 and shown on map Exhibit 5. The vested rights for such approval expire on November 6, 2023. P. The New Project will be developed in phases, and each existing structure identified on Exhibit 3 that will not be improved or redeveloped will continue to receive water service under this Agreement for the same number of ECUs as are presently served for that structure, as shown on Exhibit 3. Q. Other than the water main relocation included in Phase 1, water service for the New Project will not require replacement, installation, upgrading or upsizing of the City's water mains, lines or related facilities; it is anticipated that Developer will connect New Project service lines to the relocated water main consistent with approvals for the same. R. Developer has submitted its Application for Water Service Extension (the "Application") for the New Project and has paid all applicable fees. The City has approved the Application. 3 Final-2 7.28.14 clean S. The City is willing to provide water service to the Property on the terms and conditions of this Agreement. THEREFORE, in consideration of the mutual promises and covenants contained herein, the City and Developer agree as follows: PURPOSE OF AGREEMENT 1. Water Service to New Project and Propert y. The parties acknowledge that the City presently provides water service to the Property to serve approximately 36.68 ECUs (the "existing water service") pursuant to five existing metered water service accounts, as described on Exhibit 3. There are no other connections to the City treated water service on the Property. The City will provide treated water service to the existing uses and the New Project on the Property as provided herein. 2. Demolition and Construction on Propert y. The planned improvements for the New Project will be constructed in multiple phases. Related improvements to the water systems for the Property as a part of the New Project will be phased as follows: Phase I: Phase 1 is being constructed in 2014 and includes demolition of the Powder Pandas Temporary Facility, construction of the Children Center to replace the Powder Pandas Temporary Facility, and replacement of the City main and related lines as shown on Exhibit 6. Plans for the Phase I water system infrastructure have been approved by the City water department. Later Phases: No replacement, relocation or construction of City water mains, lines or related water infrastructure is anticipated in later phases of the New Project. Construction of the Skier Services building and renovations to the existing Bumps Restaurant will take place in future phases within the vested period and will be constructed in such order as Developer deems appropriate in order to coordinate with other construction on the Property, subject to the deadlines set forth in paragraph 4 below, and provided that (1) plans for any water system infrastructure for each later phase shall be provided to the City water department for approval as provided in paragraph 7; and (2) each planned phase as proposed must not, in the City's good faith discretion, compromise the then- existing City water system or the City's ability to deliver water to the Property. Should the City determine that the proposed construction may compromise the then-existing City water system or the City's ability to deliver water to the then-existing structures on the Property, the City will promptly notify Developer and Developer shall redesign or rework the proposed phase so that it will not compromise the then-existing City water system or the City's ability to deliver water to the then-existing structures on the Property. If any City water system improvements are required to be constructed or installed by Developer, they shall be completed prior to occupancy and use of any new or renovated buildings to be served by such infrastructure. 3. Treated water service to the Property. Treated water service to the Property will be provided as set forth in this Agreement to serve all of the structures and uses shown on Exhibit 3 and/or Exhibit 4. Pursuant to this Agreement, the City shall provide treated water service to the Property in an amount not to exceed 42 ECUs, allocated among the structures as 4 Final-2 7.28.14 clean shown on Exhibit 3 and/or Exhibit 4, and provided that the maximum volume of treated water the City shall be required to provide to the Property pursuant to this Agreement shall not exceed 10 acre-feet per year. Each structure and use approved for the Property may be served subject to the ECU limitations for each structure set forth in Exhibit 3a which shall be attached upon the completion of the New Project to reflect the final ECU count and allocation for each structure on the Property. The parties agree that the calculation of ECUs for purposes of this Agreement is based upon the City methods and standards for calculating ECUs that are in place at the time of the execution hereof. 4. Limitation of Time to Provide Water Service. The City's obligation to provide the expanded water service required by the New Project shall terminate if Developer has not completed construction of Phase 1 by December 31, 2015, or each subsequent phase by 18 months after approval of the final plans by the City Water Department, unless completion of construction is delayed by force majeure as defined in paragraph 31 below, in which case the deadline shall be extended by the same number of days as the force majeure delay that prevented completion of construction. Notwithstanding the foregoing, the City's obligation to provide the expanded water service to the New Project under the terms of this Agreement shall expire at the expiration of the vesting period of the Pitkin County approval, November 6, 2023, or as such date may be extended to another date certain by Pitkin County and agreed to by the City. If the City's obligation to provide water service to the New Project is terminated in whole or in part under this paragraph, the City shall nevertheless continue to provide water service to then- existing structures within the Property, in accordance with this Agreement, up to the number of ECUs allocated to each such structure, as shown on Exhibit 3a. CONSTRUCTION BY DEVELOPER 5. Mains, Lines and Facilities. For each phase of the New Project, Developer will design and construct any replaced, and/or upgraded water transmission and distribution mains, lines, associated facilities and internal distribution lines for the New Project in accordance with and subject to the City's design, materials and construction specifications as provided in the City's Water Standards in effect at the time of construction and approval of each Phase, at Developer's own expense; provided, however, that to the extent the City desires any mains, lines or facilities with capacities larger than necessary to meet the needs of the New Project and/or other improvements to the City's infrastructure, the City will be responsible for the incremental cost of such enlarged or additional mains or facilities. "Incremental cost" shall be defined as the difference between the total cost of a particular facility designed and constructed solely to meet the needs of the New Project and the total cost of such facility as enlarged at the City's request. The parties acknowledge that the design and construction plans for Phase I have been approved by the City and there are no incremental costs in the improvements depicted in the approved plans for Phase 1, which are shown on Exhibit 6. 6. Exhibits. The following exhibits concerning the Property and New Project have been (or, with regard to future phases, will be) prepared by Developer and reviewed and approved by the City: Exhibit 1: 1993 Agreement, including addenda and exhibits. 5 Final-2 7.28.14 clean Exhibit 2: City Ordinance No. 54 (Series of 1993) Exhibit 3: Chart showing all metered water service accounts currently serving existing structures on the Property, ECU count for each structure, and tap fees paid for each structure, as well as anticipated improved or replacement structures, ECU count for each and aggregate ECU count for the Property, and tap fees paid that could be credited to tap fees required for each improved or replacement structure. Exhibit 3a: After final completion and acceptance of each Phase of the New Project, a revised Exhibit 3 will be prepared using the standard form shown in Exhibit 3a, attached to the Agreement and recorded. Exhibit 4: Description of planned improvements to Developer's existing facilities, planned replacement of existing facilities and planned new facilities. Exhibit 5: Map showing improvements, replacements, and new facilities described on Exhibit 4 and the location of the lands to be irrigated with treated water and with untreated water. Exhibit 6 (Phase I): Final plans for the replaced, upsized and/or upgraded water mains, and lines and facilities constructed in connection with Phase I, the Children Center and other improvements pursuant to this Agreement, as approved by the City. Exhibit 7 (Phase II: Approved Plans to be Attached): City- approved plans for any replaced, upsized and/or upgraded water mains, and lines and facilities constructed in connection with Phase II of the New Project pursuant to this Agreement will be attached hereto, using the form attached as Exhibit 7, and recorded. Exhibit 8 (Phase I): Schedule for completion of Phase I, including construction of the Children Center, City water main replacement, and completion of any other water mains, lines and associated facilities to be constructed pursuant to Phase I as approved by the City and shown on Exhibit 6. Exhibit 9 (Phase II: Schedule to be Attached): Schedule for completion of Phase II of the New Project, including any water mains, lines and associated facilities to be constructed pursuant to such phase, to be attached hereto when approved by the City, using the form attached as Exhibit 9, and recorded. 6 Final-2 7.28.14 clean Exhibit 10: Estimated gross water requirement and water flow requirements for the New Project for (1) in-building use (for all of the structures described on Exhibit 3 at full development, including water requirement for any existing uses that will be continued upon completion of the New Project), and (2) estimated treated water irrigation requirements including number of square feet to be irrigated with treated water (not to exceed 5,000 square feet). Exhibit 11 (Phase I): Updated fireflow provisions for Phase I, including location, size and description of fireflow storage to serve the new Children Center and existing structures following completion of Phase I. Exhibit 12: (Phase II — Provisions to be Attached): Updated fireflow provisions for Phase II of the New Project, including location, size and description of fireflow storage to serve Phase II when such information has been determined, and before construction of such later is commenced. Exhibit 12 shall be in the form attached as Exhibit 12. Exhibit 13: Updated map showing approximate alignment of interconnecting mains (loop system) described in Paragraph 5 above, including replaced portion of the Buttermilk Loop Interconnection Main, together with a separate map showing the final location for all buildings, infrastructure, lands to be irrigated with treated water and lands to be irrigated with untreated water. Full-sized copies of the Exhibits will be maintained by each party along with a copy of the Agreement. 7. Final Plans; Preconstruction Meeting. The City has approved the final plans and specifications for Phase I, including the replaced, upsized and/or upgraded water mains, interconnecting mains (including the loop system), lines and facilities to serve the Children Center portion of the New Project as set forth in Exhibit 6. The final plans and specifications for each remaining phase of the New Project shall be submitted by Developer for approval by the City no later than 90 days before Developer plans to commence construction of such future phase. All water system design submittals shall conform to the City of Aspen Water Department Water Distribution System Standards in effect at the time of submittal. As provided in paragraph 2 of this Agreement, each planned phase as proposed must not, in the City's good faith discretion, compromise the then-existing City water system or the City's ability to deliver water to the then-existing structures on the Property. The Developer shall contact the City Water Department at least ten (10) working days prior to commencement of construction of each phase following Phase I (which is currently under construction) to arrange a preconstruction meeting between representatives of the Water Department, the Water Department's inspector, and Developer's engineer and contractor to 7 Final-2 7.28.14 clean review the final plans and any minor modifications thereto, to discuss construction scheduling, the deposit of the City's construction inspection fee (required in advance of construction), and any other matters that the parties deem necessary. No substantial changes shall be made to any of the approved final plans and specifications without the City's prior written approval. Developer's registered professional project engineer shall inspect and certify the design and installation of all water system lines and facilities to be constructed pursuant to this Agreement. 8. Bond, Warranties, Post-Completion Costs. Prior to commencement of construction of each phase following Phase I, Developer shall obtain or obtain from its contractor one or more performance and completion bonds naming the City as a third-party beneficiary thereof, in the amount of 110% of any City water system construction costs for that Phase, (including those incremental costs, if any, for enlarged or additional facilities requested by the City as provided in paragraph 5, the portion of the bonding attributable to such incremental costs to be reimbursed by the City). Such bonds shall be in form acceptable to the City Attorney and shall ensure completion of and payment for the construction, and hold the City harmless for payment to the contractor or any subcontractors, materialmen, or others involved in the construction of the water transmission and distribution mains, interconnecting mains (loop system), lines and associated facilities, or for the provision of materials therefor. Developer shall assign to the City all warranties from materialmen and suppliers which warrant the water system improvements constructed by Developer in each Phase free and clear of defects for a period of two (2) years from the date of completion of construction of the City water system infrastructure for such Phase. In addition, Developer shall furnish to the City (in form approved by the City Attorney), a maintenance bond equal to ten percent (10%) of the City water system construction costs (less those incremental costs for enlarged or additional facilities to be borne by the City), ensuring the proper condition and operation of each Phase of the water service system for a period of two (2) years from the date of completion and acceptance of such Phase of the system by the City. The parties may, by written agreement in the form of a letter or memorandum signed by both Developer and the City and approved by the City Attorney, or by written amendment to this Agreement, agree to a different method of providing the security that is to be provided by the bonds pursuant to this paragraph. The parties acknowledge that Developer has proceeded with the construction of Phase I pursuant to plans attached as Exhibit 6 at its own risk since it is a replacement of an existing line that will be abandoned upon the completion of the replacement line and inspection and acceptance of the same by the City, and no treated water service will be provided through the replacement line until it has been inspected and accepted by the City. The parties recognize that proper operation of the completed system depends upon proper completion, operation and interaction of all phases, and that some construction defects may not become known until the entire system has been completed and is operational. Therefore, upon completion by Developer and acceptance by the City of the last to be constructed of the facilities described on Exhibit 4 and depicted on Exhibit 13, Developer shall warrant the materials, construction and operation of the entire system, including any portions thereof completed by Developer and accepted by the City during prior phases of construction, for a period of two years, during which period Developer shall be solely responsible for all costs associated with any changes or repairs that may be required during such time period. No additional bond or security shall be required in connection with this warranty. 8 Final-2 7.28.14 clean 9. Water Rights. The parties acknowledge that it is the policy of the City, if water rights are not transferred to it by a party seeking water service, to require payment of cash in lieu of water rights sufficient in quantity and quality to provide the water required for the requested water service. Upon completion of each Phase of the New Project and acceptance by the City of Exhibit 3a for such Phase, Developer shall make a payment in lieu of water rights at the rate of$600 per ECU for each ECU added for that Phase. The parties acknowledge that Developer owns, uses or controls several water rights that are utilized for irrigation and snowmaking purposes on the Property. The City has determined that it is in City's best interest to permit the Developer to continue to use these water rights for irrigation and snowmaking purposes on the Property. Each party reserves all rights to use and protect their respective water rights in the future. 10. Construction. Upon completion of the prerequisites described in paragraphs 6 through 8 above, with regard to each phase of construction following Phase I, Developer shall proceed with due diligence to construct the water system infrastructure, if any, required for that Phase, in accordance with the approved plans and specifications and the construction schedule for that phase. No construction shall occur between November 1 and April 1 without written approval of the City Water Department. An automated meter reading system shall be installed for meters within the Property. 11. Fees. Developer shall timely pay all fees imposed by the City in connection with reviewing and approving this Agreement, and reviewing and approving the design drawings and construction plans for each phase, as well as construction inspection fees for each phase. An advance deposit for construction inspection fees for each phase shall be required at the preconstruction meeting for such phase as described in paragraph 7 above. Developer shall also be responsible for timely acquiring all permit and paying for permit fees necessary for construction of the mains, lines and associated facilities for each phase. 12. Inspection of Construction. Construction of each phase must be inspected by the City Water Department or its agent prior to burial or final installation. Developer shall give the City reasonable advance notice when the mains, lines and/or associated facilities included in a Phase are ready for burial or installation, and the City's engineer or agent shall inspect said mains, lines and/or associated facilities within two business days of such notice. Developer shall timely pay all construction inspection fees for each Phase. 13. Easements: Abandonment of Replaced Water Main. To the extent it has not already done so, Developer shall obtain at its own cost and convey in perpetuity to the City as- built non-exclusive easements for water mains, lines, tanks and other water facilities, along with all necessary access easements for maintenance and repair purposes ("easements"). The water main and water line easements must be large enough to provide the City with at least twelve and one half(12.5) feet on either side of water mains and lines and must specify that (1) sewer lines must be located at least ten (10) feet from any water main or line, and (2) other, utilities must be located at least five (5) feet away from any water main or line. Access easements and easements for tanks and other facilities shall be of a size determined by the City to be reasonably necessary for the operation, maintenance and repair of the tank or other facility to be located on such easement. Each party shall be solely responsible for any injury or damages, including costs and attorneys' fees, to persons or property arising from its own negligent acts or omissions occurring 9 Final-2 7.28.14 clean on or resulting from its use or occupation of any easement premises. Nothing contained herein, however, shall constitute or result in any waiver or diminishment of any defense or limitation available to the City under the Colorado Governmental Immunity Act or other applicable law. To the extent the easements required by this paragraph cannot be secured from the real property owners other than Developer, Developer agrees to grant licenses to the City consistent with whatever rights it may have to use the real property across which the license is required. Such licenses shall contain the same provisions required herein for easements. Furthermore, the parties acknowledge and agree that Developer does not own and may not have any contractual right to use a parcel of real property in which will be located a portion of the new water main running from Colorado Highway 82 to the Property. Developer agrees that if said portion of the water main must be repaired or replaced, and the owner of the property on which it is located is unwilling to cooperate in such repair or replacement, this portion of the water main shall be relocated, at Developer's sole expense, to property owned by Developer, or to other property on which an easement as described in this paragraph may be obtained. The parties recognize that an existing water main and other water system infrastructure will be abandoned in place as new construction is completed. The City will disconnect such water main and water system infrastructure from its distribution system, but will not be required to remove it. The replaced water main and water system infrastructure will be abandoned, at Developer's cost, in accordance with the City's standards and procedures for abandonment of water system infrastructure in situ. At the time of acceptance of any easement for City water system infrastructure, the City will relinquish and reconvey to Developer, by quitclaim deed, any easements on the Property for water system infrastructure that is abandoned upon completion of construction and acceptance of new City water system infrastructure as provided in this Agreement. Each such reconveyance will affirm that the infrastructure remains in place, and that the City has no further responsibility or liability with regard to such infrastructure. Developer will not use, and will not allow others to use, the water main and related infrastructure following its abandonment in situ. 14. Testing - Conveyance - As-Built Drawings. Upon completion of construction of each Phase and before water is delivered in connection with improvements to be constructed pursuant to this Agreement, all water lines and facilities (both new and existing) shall be tested and, upon approval by the City, accepted by the City for operation and maintenance (excluding individual service lines), and all necessary non-exclusive easements will be conveyed to the City, free and clear of all liens and encumbrances, by deed in form acceptable to the City Attorney. Performance and completion bonds provided by Developer pursuant to paragraph 8 above shall be adjusted to reflect the final actual construction costs of each Phase. The maintenance bond required by paragraph 8 above must be in place and must be based on the actual construction costs prior to the City's acceptance of any main, line or facility for operation and maintenance. As-built drawings of each phase of the New Project, including new and existing water system and all other utilities, shall be provided to the City in the form required by the City of Aspen Water Department Water Distribution System Standards in effect at the time the as-built drawings are prepared. At the time of acceptance of the final phase of construction by the City, Developer will convey the entire City water distribution system, and related components to the City, free and clear of all liens and encumbrances, by deed or bill of sale, as applicable, in form acceptable to 10 Final-2 7.28.14 clean the City Attorney, together with any required easements that have not been earlier conveyed to the City. WATER SERVICE 15. Treated Water Service. Upon completion of construction and acceptance of each phase of the water system infrastructure and easements, as appropriate, by the City, the City will provide the expanded water service to the Property, together with the existing water service, to a maximum of 42 ECUs to the structures and in the ECU amounts per structure set forth in Exhibit 3, provided that the maximum volume of water the City shall be required to supply each year shall not exceed 10 acre-feet. Any change in the treated water service requirements to the Property will require approval by the City (which is not guaranteed), and amendment of this Agreement. The treated water to be delivered by the City pursuant to the terms of this Agreement may be used for all lawful in-building municipal purposes, fire protection, and for outdoor irrigation of not more than 5,000 square feet, the location of which is shown on the map included in Exhibit 5. Notwithstanding the foregoing, all water use will be consistent with the City's Water Policy Resolution No. 5, as amended, (Series of 1993), and water conservation ordinances. Exhibit 5 delineates the areas to be irrigated with treated water and areas to be irrigated with untreated water. Developer shall assure that no cross connection is permitted between the City's treated water system and the untreated irrigation system. 16. Tap Fees - Computation and Payment; Scheduling of Taps; Well System Development Fees. All tap fees for the water service herein provided shall be assessed utilizing the City's prevailing applicable tap fee at the time of application for a building permit for the structure for which service is sought, with credit for tap fees previously paid to be allowed only as set forth in Exhibit 3. No water service shall be provided to any new or remodeled structure absent payment of the appropriate tap fee and applicable well system development fees and hookup charges. Tap fees and a deposit for inspection fees for Phase I were paid prior to execution of this Agreement. For future phases, all applicable tap fees and hookup charges shall be paid at the time of building permit issuance. The City Water Department shall determine scheduling of all physical taps or connections to the main lines. In addition to tap fees required herein, Developer shall also pay to the City a well system development charge in the amount of$400 per additional ECU as estimated on Exhibit 3. The well system development charge for each Phase will be paid in full at the time the City accepts that Phase of construction. There will be a final reconciliation of the well system development charges upon completion of Exhibit 3a for each Phase. 17. Service Lines and Meters. Each service line shall be metered in accordance with the Aspen Municipal Code at the Developer's sole expense. Developer acknowledges that some service lines presently existing on the Property may not meet the City's standards, nor have acceptable meters, cross-connection or backflow prevention devices, and that said service lines will be replaced at Developer's cost, if necessary to meet the City's standards, and meters, cross- connection and backflow prevention devices acceptable to the City will be installed at Developer's expense. Prior to commencement of any construction other than Phase I, the City 11 Final-2 7.28.14 clean will inspect the existing service lines and meters and will determine the extent to which replacement may be necessary. 18. Limitations on Provision of Water Service. This Agreement is only for the supply of treated water service as herein described and no expansion of uses, connections, or water service beyond those set forth herein and in the Exhibits hereto is in any way authorized by this Agreement. The City is not by this Agreement prejudging, certifying or guaranteeing its ability to provide treated water service to any use or structure except as provided herein, nor may this Agreement be used as evidence of approval of any land use requests, or as evidence of approval of water service for any land use request, except as provided herein. 19. Service Subject to City Charter, Codes. Rules. Regulations and Policies. Developer, and its successors in interest shall be bound by, and all water service provided hereunder shall be subject to, all applicable provisions of the Charter of the City of Aspen and the Aspen Municipal Code (as the same apply to construction, operation and maintenance of water mains, lines and associated facilities, water service and water use), as well as all applicable rules, policies or regulations of the City now in effect or as may be hereafter adopted, as the same apply to construction, operation and maintenance of water mains, lines and associated facilities, water service and water use. 20. Rules Regarding Water Use. Developer agrees to assist the City in every manner reasonably possible to enforce the City's ordinances, rules and regulations made to protect purity, safety and supply of the water delivered pursuant to the Property pursuant to this Agreement, including curtailment during times of shortage, elimination of any potential cross-connections, and the utilization of water conservation devices as set forth in the Code. Developer also agrees to prohibit all unnecessary or unreasonable waste of water on the Property, and to make reasonable efforts to enforce such prohibition. The unreasonable or unnecessary waste of water shall be defined as set forth in the Code, or City water department regulations and policies. 21. Source of Water Supply. The parties to this Agreement recognize that the City's water supply is dependent upon sources from which the supply is variable in quantity and quality and beyond the City's reasonable control; therefore, no liability shall attach to the City under this Agreement on account of any failure to accurately anticipate availability of water supply or because of an actual failure of water supply due to inadequate runoff, poor quality, failure of infrastructure, or other occurrence beyond the City's reasonable control. 22. No Guarantee of Water Quality, Quantity or Pressure. The City makes no promise or guarantee of pressure, quantity or quality of water supply for any purpose, including fire suppression, except as specifically provided herein or as is required by applicable federal, state and local laws and regulations. The City agrees to treat its water to meet all mandatory local, state and federal potable water standards and to exercise reasonable care and foresight in furnishing water hereunder equal in quality to that furnished inside the City. 23. Property Rights in Water. All water furnished under this Agreement is provided on a contractual basis for use on the Property as described in this Agreement, and all property rights to the water to be furnished hereunder are reserved to the City. Water service provided under this Agreement does not include any right to make a succession of uses of such water, and 12 Final-2 7.28.14 clean upon completion of the primary use of the water on the Property, all dominion over the water provided reverts completely to the City. Subject to the prohibition against waste and any other limitations on water use imposed in this Agreement, Developer shall have no obligation to create any particular volume of return flow from the water furnished under this Agreement. Developer agrees to cooperate with the City in measuring and reporting return flows to the extent such measuring and reporting are required by the Colorado State Engineer or his agents. VIOLATIONS 24. Enforcement by City. The parties to this Agreement recognize and agree that the City has the right to enforce its rules, policies, regulations, and ordinances as the same apply to construction, operation and maintenance of water mains, lines and associated facilities, water service and water use, and the terms of this Agreement by the disconnection of the supply of water provided hereunder. Procedures for such disconnection shall be as provided in the Code and applicable rules, regulations and policies at the time of the disconnection. Additionally, in the event that Developer, or any user who has purchased or leased a portion of the Property, violates the rules, policies, regulations or ordinances of the City, the City shall have all remedies available to it at law or in equity, or as provided in the Code. Without limiting the foregoing rights and remedies, Developer agrees that the City may also enforce such rules, policies, regulations or ordinances by injunction, the parties agreeing that the damages to the City from such violations are irreparable, and there is no adequate remedy at law for such violations. The City shall be free from any liability arising out of the exercise of its rights under this paragraph. TERMINATION 25. Termination by Agreement. Except as provided to the contrary herein, this Agreement shall only be terminated in writing by mutual agreement and the term of this Agreement shall continue until such termination. 26. Termination if Illegal. The parties agree, intend and understand that the obligations imposed by this Agreement are conditioned upon being consistent with state and federal laws and the Code. The parties further agree that if any provision of this Agreement becomes in its performance inconsistent with the Code or state or federal laws, or is declared invalid by a court of competent jurisdiction, the parties shall in good faith negotiate to modify this Agreement so as to make it consistent with the Code or state or federal laws as appropriate, and if, after a reasonable amount of time, their negotiations are unsuccessful, this Agreement shall terminate. The City agrees that its contractual obligations hereunder will not be impaired by any amendment to the Code unless such amendment is mandated by State or Federal law. GENERAL PROVISIONS 27. Annexation. Upon the written request of the City, at its sole discretion, Developer or its successors in interest, shall petition for and/or consent to the annexation of the Property, or those portions thereof as deemed appropriate by the City, to the City of Aspen at such time(s) as determined by the City. Such annexation(s) shall not divest or diminish any land use approvals or development rights awarded by Pitkin County for the New Project or the Property, to the extent such approvals and rights are legally vested on behalf of Developer prior to annexation to 13 Final-2 7.28.14 clean the City. Land use approvals or development rights not vested in accordance with law prior to the annexation shall be subject to the terms, conditions, and regulations of the Aspen Municipal Code upon annexation. Failure of Developer or its successors in interest to commence and complete annexation proceedings as herein required shall constitute a material breach of this Agreement authorizing the City to terminate the same. Alternatively, failure of Developer or its successors in interest to commence and complete annexation as herein required shall authorize the City to commence and/or complete such annexation on their behalf, in which event the City shall charge, and Developer or its respective successors in interest shall pay, all costs and fees associated with such annexation. 28. No Regulated Public Utility y tatus. The parties agree that by this Agreement the City does not become a regulated public utility compelled to serve other parties similarly situated. Developer agrees that neither it nor its successors in interest shall at any time petition the Colorado Public Utilities Commission to acquire jurisdiction over any water rate set by the City. The parties agree that in the event the City is held to be a regulated public utility by virtue of this Agreement, this Agreement shall terminate and be of no further force or effect. 29. No Waiver. Failure of a party hereto to exercise any right hereunder shall not be deemed a waiver of any such right and shall not affect the right of such party to exercise at some future time said right or any other right it may have hereunder. 30. Notices. All notices required to be given to either party pursuant to this Agreement shall be deemed given upon deposit in the United States mail, first class postage prepaid, properly addressed to the party to whom directed at its address shown below, or at such other address as shall be given by notice pursuant to this paragraph. City of f Aspen: City Water Department 130 South Galena Street Aspen, Colorado 81611 Copy to: City Attorney 130 South Galena Street Aspen, Colorado 81611 Aspen Skiing Company: General Counsel Post Office Box 1248 Aspen, Colorado 81611 Copy to: Meghan N. Winokur Holland& Hart LLP 600 East Main Street, Suite 104 Aspen, Colorado 81611 31. Force Ma'e1 ure. No party shall be held liable for a failure to perform hereunder due to wars, strikes, acts of God, natural disasters, drought or other similar occurrences outside of the control of that party. 14 Final-2 7.28.14 clean 32. Severability. If any provision of this Agreement shall be or become invalid or unenforceable, the remaining provisions shall not be affected thereby, and each and every provision shall be enforceable to the fullest extent permitted by law. 33. Amendment; Assignment. Neither this Agreement, nor the obligations of any party hereto, nor the right to receive water service hereunder, may be amended without the parties' written agreement, nor may Developer's rights or obligations hereunder be assigned without the City's prior written consent. Any such attempted assignment shall be void. 34. Entire Agreement. Except as otherwise provided herein, this Agreement, including its Exhibits, supersedes and controls all prior written and oral agreements and representations of the parties regarding provision of City treated water service to the Property and is the total integrated agreement among the parties governing the matters provided for herein. 35. Binding_ Agreement - Recording. This Agreement is binding upon the parties hereto, their successors and assigns, and any sale of the New Project, the Property, or any portion of either shall be subject to this Agreement as provided herein. This Agreement and the Exhibits hereto shall be recorded with the Pitkin County Clerk and Recorder, and shall impose covenants running with the land upon all of the Property. 36. Governing Law; Venue; Attorneys' Fees. This Agreement and the rights and obligations of the parties hereunder shall be governed by and construed in accordance with the laws of the State of Colorado. Venue for all actions arising under this Agreement shall be Pitkin County, Colorado. In the event legal remedies must be pursued to resolve any dispute or conflict regarding the terms of this Agreement or the rights and obligations of the parties hereto, the substantially prevailing party shall be entitled to recover costs incurred in pursuing such remedies, including expert witness fees and reasonable attorneys' fees. 37. Authorization of Signatures. The parties acknowledge and represent to each other that all procedures necessary to validly contract and execute this Agreement have been performed and that the persons signing for each party have been duly authorized to do so. 38. Counterparts. This Agreement may be signed using counterpart signature pages, with the same force and effect as if all parties signed on the same signature page. IN WITNESS WHEREOF, the parties have executed this Agreement the date and year first above written. ATTES : THE CITY OF ASPEN, COLORADO A Munici C portion and Home Rule City By: CC City Clerk By: �✓( —�_ APPROVED AS TO FORM: Steven Skadro , Mayor 15 Final-2 7.28.14 clean Asper} ity Attorney A` DEVELOPER AND OWNER ATTEST: Aspen Skiing Company c ' By: By: Title: Title: v APPROVED AS TO RM: a Attorn or Developer 6986921_3 16 366539 B-740 P-795 02/04/94 09423A P6 I OF 17 REC DOC SILVIA DAVIS PITKIN COUNTY CLERK & RECORDER 85.00 CITY OF ASPEN WATER SERVICE AGREEMENT (Existing Development) This water Service Agreement is entered into this g day of �l.�cPhJ , 1993 , in Aspen, Colorado, between THE CITY OF ASPEN, a Colorado muni is pal corporation and home rule city whose address is 130 South Galena Street, Aspen, Colorado 81611 (hereafter the "City") , and ASPEN SKIING COMPANY, a Colorado . general partnership whose address is Post Office Box 1248, Aspen, Colorado 81611 (hereafter "Developer") , and NORWEST BANK DES MOINES, N.A. , TRUSTEE, OF THE FRIEDL PFIEFER REVOCABLE TRUST DATED MAY 20, 1985, whose address is _ and ASPEN SKIING COMPANY, a Colorado general partnership, (hereafter collectively referred to as "Owner") . WITNESSETH WHEREAS, the City owns and operates the City of Aspen water system in accordance with the laws of the State of Colorado,- and in accordance with the charter, ordinances, rules, regulations, poli- cies and resolutions of the City of Aspen, and this Agreement is entered into in conformity with, and subject to, such charter, and I all such ordinances, rules, regulations, policies and resolutions as they relate to construction, operation and maintenance of water mains, lines and associated facilities, water service and water use; and WHEREAS, Developer is..the lessor, and Owner is the owner of certain real property comprising approximately 35 acres situated in Pitkin County, Colorado, as more particularly described in Addendum 1, and referred to in this-Agreement as the "Subject Property" ; and WHEREAS, Developer seeks to construct on the Subject Property the expansions and improvements to its existing facilities as described on Addendum 2 hereto (the expansion and improvements being herein referred to as the "Project") ; and WHEREAS, the existing facilities located on the Subject Property presently receive municipal water service from the City, but no Water Service Agreement has been executed between keveloper, Owner and the City for such service or any extension or� expansion thereof; and WHEREAS, Developer and Owner seek to obtain additional municipal water service from the City for the Project on the Subject Property; and WHEREAS, the Subject Property is located outside the corporate limits of the City; and Water Service Agreanent(adtting development)M193 FW 4L 366534 A-740 P-776 02/04/44 09:23A PG 2 OF 17 WHEREAS, approval for the Project has been granted by the Board-,of-County Commissioners for Pitkin County, and a copy of- said approval (including all maps, plats, and related documents showing the type and location of all planned -buildings •and infrastructure) is attached as Exhibit A; ;and WHEREAS, the additional water service sought for the Project will require the installation, upgrading or upsizing of certain water mains, lines and related facilities as described in this Agreement; and WHEREAS, the Municipal Code of the City of Aspen, Colorado (the "Code") , requires that the extension of water service outside the boundaries of the City shall be made only pursuant to a written agreement with the City, that the City shall n�6t be obligated to extend such service, and may provide such service only upon a determination that it is in the best interests of the City, and that the City may impose such requirements by agreement as it deems necessary to protect its best interests; and . WHEREAS, the City's Water Service Extension Policy permits water service extension only upon demonstration that such extension will meet the policy goals and requirements of Resolution No. 5 (Series of 1993) as amended June 28 , 1993 , pursuant to Resolution No. 49 (Series of 1993) , as the same may be further amended from time to time; and WHEREAS, .,the City's Water Service Extension Policy requires a loop system or a cross-tie system (at Developer's. expense) such that when water main extensions are made, such extensions shall be made in a manner that will allow cross-connection with another City treated water main to create a looped system; WHEREAS, . the City has determined that this Agreement and all covenants herein are necessary to comply with the Code and the City's water policies, and the City is not entering into this Agreement as a public utility nor holding itself out to the public in general as capable of or intending to provide water _service extraterritorially; and WHEREAS, the Code provides for the rating of new or expanded water service based on potential water demand as expressed in equivalent capacity units (hereafter "ECU") ; and 7� WHEREAS, the City desires to encourage the use of raw water supplies for the purposes of lawn and other outside it.�rigation so as to reduce the dependence on treated water for this purpose and to minimize the costs of providing treated water service to the Subject Property; and - 2 - Water Service Agreement(e iffiq development)0819.E FWNAL i 366539 B-740 P-797 02/04/94 09:23A P6 3 OF 17 WHEREAS, Developer has submitted its Application for Water Service Extension (the "Application") and has paid all fees required in connection with the Application. The Application, and all attachments, addenda and exhibits are incorporated herein by reference; and WHEREAS, the City has approved the Application, and is willing to provide water service to Developer on the terms and conditions of this Agreement; THEREFORE, in consideration of the premises, mutual promises and covenants contained herein, the City and Developer agree as follows; PURPOSE OF AGREEMENT 1. Water Service to Project and Subject Property. The parties acknowledge that the City presently provides water service to the Subject Property to serve approximately 34- ECUs (the "existing water service") . The City will provide additional water to serve the Project and the Subject Property as provided herein. Said additional water service is herein referred to as "expanded water service" . Both the existing water service and the expanded water service shall be provided under the terms of this Agreement. Expanded water service shall be provided to the extent set forth in this Agreement to serve the structures and uses authorized in Exhibit A as approved by Pitkin County. Pursuant to this Agreement, the City shall provide treated water service to the Subject Property in an amount not to exceed 34¢- ECUs, provided, however, that the maximum volume of treated water, the City shall be required, to provide to the Subject Property ..pursuant to this Agreement shall not exceed ten acre-feet per year. Structures and uses approved for the Subject Property may be served subject to the ECU limitations set forth in Exhibit A. 2. Limitation of Time to Provide Expanded Water Service. The City's obligation to provide the expanded water service required by the project shall terminate if Developer has not completed construction of the additional, upgraded or upsized water transmission and distribution mains, lines, and related facilities to serve the Project by June 1, 1995, unless completion�of con- struction is delayed by force majeure as defined in paragraph 29 below, in which case the deadline shall be extended b�- the same number of days as the force majeure delay that prevented, completion of construction. If the City's obligation to provide expanded water service is terminated under this paragraph, the`iCity shall nevertheless continue to provide the existing water service. - 3 - Water Service Agreemerr(e sting developmml)08193 FINAL 366539 8-740 P-798 02/04/94 09:23A P6 4 OF 17 i CONSTRUCTION BY DEVELOPER 3 . Mains, Lines and Facilities. Developer will design and construct the additional, capsized and/or upgraded water transmission and distribution mains, lines, associated facilities and internal distribution lines for the Project in accordance with and subject to the City's design, materials and construction specifications and approval, at Developer's own expense; provided, however, that to the extent the City desires any mains, lines or facilities with capacities larger than necessary to meet the needs of the Project, the City will be responsible for the incremental cost of such enlarged or additional mains or facilities. "-Incremental cost" shall be defined as the difference between the total cost of a particular facility designed and ,constructed solely to meet the needs of the Project and the total cost of such facility as enlarged at the City's request. The City has determined that in connectign with construction of water mains, lines, and facilities by Pearce Equities Group II Limited Liability Company ("PEG II") to service the Maroon Creek Ranch, f/k/a Pfister Ranch/Golf Project, a loop system of interconnecting mains shall be constructed from the Maroon Creek 'Ranch project's approximate terminus near those certain facilities known as Powder Panda facilities and the Pfeifer House to Main Buttermilk to connect to the main that is located along Colorado Highway 82 . At such time as PEG II commences the construction of the facilities referred to above, Developer agrees that it shall, at its own expense, participate in the planning and design of that portion of the loop system that extends from the Powder Panda facilities and Pfeifer House to, Main Buttermilk along the approximate alignment agreed to by Developer and City as described in Exhibit G. The portion of the loop system described in the preceding sentence is referred to as the "Buttermilk Loop Interconnection Main" . Developer further agrees to construct at its sole expense, -the Buttermilk Loop Interconnection Main at such time and within such reasonable schedule as the City shall establish in writing. Owner consents to the construction of the Buttermilk Loop Interconnection Main as described herein. 4 . Preconstruction Exhibits. The following exhibits con-. cerning the Project have been prepared by Developer and h"e been reviewed and relied upon by the City in entering Anto this Agreement: Exhibit B. Final plans for the additional, utpsized and/or upgraded water mains', and lines and facilities to be constructed pursuant to this Agreement, as approved by the City. - 4 - Water Service Mreement(tdrdna development)OW3 FINAL 366539 8-740 P-799 02/04/94 07:23A P6 5 OF 17 Exhibit C. Schedule for completion of the Project water mains, lines and associated facilities to be constructed pursuant to this Agreement as approved by the City. Exhibit D. Estimated gross water requirement (gpd) and water flow requirements for the Project for in--building use at full development (including water requirement for any existing uses that will be continued upon completion of the Project) , and estimated treated water irrigation requirements, including number of acres to be irrigated with treated water. Exhibit E. Firef low provisions, including location, size and description of fireflow storage to serve the Subject Property. Exhibit F. Other circumstances, if any,; affecting the cost or tyke of construction required for the water mains, lines and associated facilities to'tbe constructed pursuant to this Agreement. Exhibit G.= Map showing approximate alignment of interconnecting mains (loop system) described in Paragraph 3 above. j (The parties agree that the Exhibits to this Agreement [Exhibits A through G] will not be recorded with the Agreement due to their length and bulk. ) 5. Final Plans, The City has approved the final plans and specifications for the additional, upsized and/or upgraded water mains, interconnecting mains (loop system) , lines and facilities to serve the Subject Property. No substantial changes. shall be made to the approved final plans and specifications without the City 's prior written approval. Developer's registered professional project engineer shall inspect and certify the design and installation of all water system lines and facilities to be constructed pursuant to this Agreement. 6. Bond Requirements. Upon execution of this Agreement, Developer shall furnish the City with performance and paymen t bonds (in form approved by the City Attorney) in the amount' of one hundred percent (100°x) of the water service system co6truction costs (less those incremental costs for enlarged orladditional facilities to be borne by the City) , which bonds shalliensure ttie completion of the construction, and hold the City h4rmless for payment to the contractor or any subcontractors, materialmen, or others involved in the construction of the water transmission and distribution mains, interconnecting mains (loop system) , lines and - 5 - Water Service Agreement(e*bag d^WopmmIJ 08193 FINAL 366539 B-740 P-800 02104/94 09:238 P& 6 OF E7 associated facilities, or for the provision of materials therefor. Developer shall also furnish to the City (in form approved by the city Attorney) , a maintenance bond equal to one hundred percent (100%) of the water service system construction costs (less those incremental costs for enlarged or additional facilities to be borne by the City) , ensuring the proper condition and operation of such water service system for a period of two (2) years from the date of completion and acceptance of the system by the City. The parties may, by written agreement in the form of a letter or memorandum signed by both Developer and the City and approved by the City Attorney, or by written amendment to this Agreement, agree to a different method of providing the security that is to be provided by the bonds pursuant to this paragraph. 7 . Cash in Lieu of 'Water Rights. The parties acknowledge that it is the policy of the City, if water rights are .not transferred to it by a party seeking water service, to require payment of cash in lieu of water rights sufficient in quantity and quality to provide the water required for' 1 he expanded water service herein requested. In this case, however, the quantity of water required for the Project is not greater than the quantity that has been historically provided by the City to Developer, and, accordingly, no additional cash in lieu of water rights is required in the unique circumstances of this case. The parties acknowledge that owner and/or Developer own several water rights that are f utilized for irrigation and snowmaking purposes on- the Subject Property. The City -has determined that it is in City's best interest to permit the Owner and Developer to retain said water rights, and to continue to use them for irrigation and snowmaking purposes on the subject Property. 8. Construction. Upon completion of the prerequisites • described in paragraphs 3 through 6 above, Developer shall proceed with due diligence to construct the watez'transmission and distri- bution mains, lines and associated facilities in accordance with the plans and specifications and the construction schedule. No construction shall occur between November 1 and April 1 without written approval of the city's Department of Public Works. 9. Fees. Developer shall timely pay all fees imposed by the City in connection with reviewing and approving this Agreep-nt, the design drawings and construction plans, as well as constr tion and inspection fees. Developer shall also be responsible for timely acquiring and paying for all permits and permit fees from entities other than the City (such as Pitkin County and/or other regulatory agencies) necessary for construction of the mains, I lines and associated facilities. - b - Water Sev Ire Agreement(editing development)08193 FINAL 366539 B-740 P-801 02/04194 09:23A P6 7 OF 17 10. Inspection of Construction. Construction must be inspected by the City's engineers or other designated personnel prior to burial or final installation. Developer shall give the City reasonable advance notice when the mains, lines and/or associated facilities are ready for burial or installation, and the City's engineer or agent shall inspect said mains, lines and/or associated facilities within twenty--four (24) hours of such notice. 11. Easements. Developer and Owner shall obtain at their own cost and convey in perpetuity to the City as-built non-exclusive easements for water mains, lines, tanks and other water facilities, . along with all necessary access easements for maintenance and repair purposes ('easements") . The water main and water line easements must be large enough to provide the City with at least ten (10) feet on either side of water mains a-nd lines and must specify that (1) sewer lines must be located at least ten (10) feet from any water main or line, and (2) other , utilities must be located at least five (5) feet away from any water main or line. Access easements and easements for tanks and other facilities shall be of a size determined by the City to be reasonably necessary for the operation, maintenance and repair of the tank or other facility to be located on such easement. Each party shall be solely responsible for any . injury or damages, including costs and attorneys' fees, to persons or property arising from its own negligent acts or omissions occurring -on or resulting from its use or occupation of any easement premises. Nothing contained herein, however, shall constitute or result in any waiver or diminishment of any defense or limitation available to the City under the Colorado Governmental Immunity Act or other applicable law. To the extent the easements required by this paragraph cannot be secured from the real property owners, Developer agrees to grant licenses to the city consistent with whatever rights it may have to use the real property across which the license is required. Such licenses shall contain the same provisions required herein for easements. Furthermore, -the parties acknowledge and agree that Owner does not own and may not have any contractual right to use a parcel of real property in which is located the existing portion of the water main running from Colorado Highway 82 to the Project Property. Developer and owner agree that if said portion of the water main must be repaired or replaced, and the owner,, of the property on which it is located is unwilling to cooperat�in such repair or replacement, this portion of the water maim shall be relocated, at Developer's sole expense, to . property owned by Developer or Owner, or to, other property on which an easement as described in this paragraph maybe obtained. : 12. Testing - Conveyance - As-Built Drawings. Upon completion of construction and before any water is delivered pursuant to this - 7 - Wald$uMce A6reemmr(edsting developnmf)0".?RNAL 366539 8-740 P-802 02/04/94 09:23A PG 8 OF 17 Agreement, all distribution and transmission mains and all associated water lines and facilities shall be tested and, upon approval by the City, conveyed (excluding individual service lines) with all necessary non-exclusive easements to the City, free and clear of all liens and encumbrances, by deed in form acceptable to the City Attorney. Performance and payment bonds provided by Developer pursuant to paragraph 6 above shall be adjusted to reflect the final actual construction costs. The maintenance bond required by paragraph 6 above must be in place and must reflect the actual construction costs prior to the City's acceptance of any main, line or facility. As-built drawings of the Project, - including the water system and all other utilities, shall be provided to the City on reproducible sepias with a maximum size of 24" x 3611, and on an "auto cad disk data transfer file" tied into one (1) set of state plane coordinates. WATER SERVICE 13 . Treated Water Service. Upon completion of construction and acceptance of the water distribution and transmission mains, lines, facilities and easements by the City, the City will provide the expanded water service to the Subject Property, together with- the existing water service, to a maximum of 34- ECUs, provided that the maximum volume .of water the City shall be required to supply each year shall not exceed the amount (in acre-feet) set forth in paragraph 1 above. Any change in the treated - water service requirements to the.Subject Property will require approval by the City, and amendment of this Agreement. The treated water to be delivered by the -City pursuant to the terms of this Agreement may be used for all lawful in--building municipal purposes, fire protection, and for outdoor irrigation of not more than 5, 000 square feet. Notwithstanding the foregoing, all water use will be consistent with the City's Water Policy Resolution (Resolution No. 5, as amended, (Series of 1993)) , and water donservation ordinances. 14. Tap Fees - Computation and Payment; Scheduling of Taps. All tap fees for the expanded water service herein provided shall be assessed utilizing the City's prevailing applicable tap fee at the time of application for a building permit for the strucpure for which service is sought. No water service shall be prove .ed to any structure absent payment of the appropriate tap fee and 41hy applic- able hookup charges. Tap fees and hookup charges shall'be p4id a,� the time of building permit issuance. The City Water` Department shall determine scheduling of all physical taps or con6ections to the main lines. _ g _ Worer Service AErermmi(rarnn;de e)opmmi)04/93 FINAL 366539 B-740 P-803 02/04/94 09:23A P8 9 OF tl 15. Service Line Meters. Each service line shall be metered in accordance with the Code at the sole expense of Developer. Developer and Owner acknowledge that service lines presently existing on the Subject Property may not meet City standards, and do not have meters, nor cross-connection or backflow prevention devices, and that said service lines will be upgraded if necessary as part of the Project to meet City standards, and meters, cross- connection and backflow prevention devices will be installed at the expense of Developer and Owner. During construction of the Project, the City will inspect the existing service lines and will determine (1) the extent to which upgrades may be necessary, and (2) the number of ECUs presently being served by the existing service lines. No tap fee will be assessed for the upgrading of any such service line unless the number of ECUs to be served increases above the number of ECUs presently being served by that particular service line. 16. Limitations on Provision of Water Service. This Agree- ment is only for the supply of treated watei` service as herein described and no expansion of uses, connections, or water service beyond those set forth herein and in the Addenda and Exhibits hereto is in any way authorized by this Agreement. The City is not by this Agreement prejudging, certifying or guaranteeing its abil- ity to provide treated water service to any use or structure except as provided herein, nor may this Agreement be used as evidence of approval of any land use requests, or as evidence of approval of water service for any land use request, except as provided herein. 17 . Service Subject to City Charter, Codes, Rules, Regula- tions and Policies. Developer, Owner and their respective successors in interest shall be bound by, and all water service provided hereunder shall be subject to, all applicable provisions of the Charter of the City of Aspen and the Aspen Municipal Code (as the same apply to construction, operation and maintenance of water mains, lines and associated facilities, water service and water use) , as well as all applicable rules, policies or regulations of the City now in effect or as may be hereafter adopted, as the same apply to construction, operation and maintenance of water mains, lines and associated facilities, water service and water use. 18 . Rules Regarding Water Use. Developer and Owner agree to adopt all provisions set forth herein as rules and xfgulations governing the use of water on the Subject Property, andoagree that this Agreement and the Addenda hereto shall be recorded as covenants running with the land and shall be as fully *,�_nforceable on the Subject Property as if the same were situated inside the City. Developer and Owner agree to assist the City in every manner reasonably possible to enforce the City's ordinances, rules and - 9 - Waxer Service Agreement(4dving dodopmeal)03193 FINAL , 366539 B-740 P-804 02/04/94 09:23A P8 10 OF 17 regulations made to protect purity, safety and supply of the water delivered pursuant to this Agreement, including curtailment during times of shortage, elimination of any potential cross-connections, and the utilization of water conservation devices as set forth in the Code. Developer and Owner also agree to prohibit all unnecessary or unreasonable waste of water on the Subject Property, and to make reasonable efforts to enforce such prohibition. The unreasonable or unnecessary waste of water shall be defined as set forth in the Code. 19. Source of Water Supply_. The parties to this Agreement recognize that the City's water supply is dependent upon sources from which the supply is variable in quantity and quality and beyond the City's reasonable control; therefore, no liability-shall attach to the City under this Agreement on account of any failure to accurately anticipate availability of water supply or because of an actual failure of water supply due to inadequate runoff, poor quality, failure of infrastructure, or other occurrence beyond the City's reasonable control. 20. No Guarantee of Water Quality, Quantity or Pressure. The City makes no promise or guarantee of pressure, quantity or quality -of water supply for any purpose, including fire suppression, except as specifically provided herein or as is required by applicable federal, state and local laws and. regulations. The City agrees to treat its water to meet all mandatory local, state and federal potable water standards and to exercise reasonable care and fore- sight in furnishing water hereunder equal in quality to that furnished inside the City. 21. Property Rights in Water. All water furnished tinder this Agreement is provided on a contractual basis for use on the Subject Property as described in this Agreement, and all property rights to the water to be furnished hereunder are reserved to the City. Water service provided under this Agreement does not include any right to make a succession of uses of such water, and upon comple- tion of the primary use of the water on the Subject Property, all dominion over the water provided reverts completely to the City. Subject to the prohibition against waste and any other limitations on water use imposed in this Agreement, neither Developer nor owner shall have an obligation to create any particular volume of return flow from the water furnished under this Agreement. Developer and owner agree to cooperate with the City in measuring ancd{' reporting return flows to the extent such measuring and reporting are required by the Colorado State Engineer or his agents.; - 7 10 - Water&rvice Airetmrnt(4djrina dew1opment)03193 FINAL 366534 8-740 P-805 02/04/74 01:23A P8 it OF 17 VIOLATIONS 22 . Enforcement by City. The parties to this Agreement recognize and agree that the City has the right to enforce its rules, policies, regulations, and ordinances as the same apply to construction, operation and maintenance of- water mains, lines and associated facilities, water service and water use, and the terms of this Agreement by the disconnection of the supply of water provided hereunder. Additionally, in the event that Developer, Owner or any user who has purchased or leased a portion of the Subject Property violates the rules, policies, regulations or ordinances of the City, the City shall have all remedies available to it at law or in equity, or as provided in the Code. Without limiting the foregoing rights and remedies, Developer and Owner agree that the City may also enforce such' ' rules, policies, regulations or ordinances by injunction, the parties agreeing that the damages to the City from such violations are irreparable, and there is no adequate remedy at law for such violations. The City shall be free from any liability arising out of the exercise of its rights under this paragraph. TERMINATION 23 . Termination by Agreement. Except as provided to the con- trary herein, this Agreement shall only be terminated in writing by mutual agreement and the term of this Agreement shall continue until such termination. 24 . Termination if Illegal. The parties agree, intend and understand that the obligations imposed by this Agreement are conditioned upon being consistent with state and federal laws and the Code. The parties further agree that if any provision of. this Agreement becomes in its performance inconsistent with the Code or state or federal laws, or is declared invalid, the parties shall in good faith negotiate to modify this Agreement so as to make it consistent with the Code or state or federal laws as appropriate, and if, after a reasonable amount of time, their negotiations are unsuccessful, this Agreement shall terminate. The City agrees that its contractual obligations hereunder will not be impaired by any amendment to the Code unless such amendment is mandated by State or Federal law. GENERAL PROVISIONS 25. Annexation. Upon the written request of the 'Pity, at its sole discretion, Developer, Owner, or their respective successors in interest, shall petition for and/or consent to the annexation of the Subject Property, or those portions thereof as deemed appro- - 11 - Worer Senice Agreement(evsdng development)08193 RNAL 366539 8-740 P-806 02104/94 09:23A PG 12 OF 17 priate by the City, to the City of Aspen at such time(s) as deter- mined by the City. Such annexations) shall not divest or diminish any land use approvals or development rights awarded by Pitkin County for the Project or the Subject Property, to the extent such approvals and rights are legally vested on behalf of Developer or Owner prior to annexation to the City. Land use approvals or development rights not vested in accordance with law prior to the annexation shall be subject to the terms, conditions, and regula- tions of the Aspen Municipal Code upon annexation. Failure of Developer, Owner or their respective successors in interest to commence and complete annexation proceedings as herein required shall constitute a material breach of this Agreement authorizing the City to terminate the same. Alternatively, failure of Developer, Owner or their respective successors in interest to commence and complete annexation as herein required shall authorize the City to commence and/or complete such annexation on their behalf, in which event the City shall charge, and Developer, Owner, or their respective successors in interest shall pay, all costs and fees associated with such annexation. 26. No Public Utility Status. The parties agree that by this Agreement the City does not become a public utility compelled to serve other parties similarly situated. Developer and Owner agree that neither they nor their successors in interest shall at any time petition the Colorado Public Utilities Commission to acquire jurisdiction over any water rate set by the City. The parties agree that in the event the City is held to be a public utility by virtue of this Agreement, this Agreement shall terminate and be of no further force or effect. 27. No Waiver. Failure of a party hereto to exercise any right hereunder shall not be deemed a waiver of any such right and shall not affect the right of such party to exercise at some future time said right or any other right it may have hereunder. 28. Notices. All notices required to be given shall be deemed given upon deposit in the United States mail, first class postage prepaid, properly addressed to the person or entity to whom directed at his or its address shown herein, or at such other address as shall be given by notice pursuant to this paragraph. Copies of such notices shall also be sent in the same manner to the City Attorney, City of Aspen, 130 South Galena Street Aspen, Colorado 81611. I 29 . Force Ma 'eeure. . No party shall be held liable -for -a failure to perform hereunder due to wars, strikes, acts of God, natural disasters, drought or other similar occurrences'' outside of the control of that party. - 12 - Water Service Agreement(eziaring development)08193 FINAL 366539 8-740 P-807 02104/94 09i23A P6 13 OF 17 30. Severability. If any provision of this Agreement shall be or become invalid or unenforceable, the remaining provisions shall not be affected thereby, and each and every provision shall be enforceable to the fullest extent permitted by law. 31., Amendment; Assignment. Neither this Agreement, nor the obligations of any party hereto, nor the right to receive water service hereunder, may be amended without the parties' written agreement, nor may Developer's or owner's rights or obligations hereunder be assigned without the City's prior written consent. 32. Entire Agreement. Except as otherwise provided herein, this Agreement, including its Addenda and Exhibits, supersedes and controls all prior written and oral agreements and representations of the parties and is the total integrated agree�qent among the par- ties governing the matters provided for herein. 33 . Interpretation. Neither the titles to this Agreement nor the recitals appearing prior to paragraph 1 of this Agreement shall be used to alter the meaning of this Agreement_ and in the event of a conflict, the terms and conditions of the numbered paragraphs shall govern. 34. Binding Agreement -- Recording. This Agreement is binding upon the parties hereto, their successors and assigns, and any sale of the Project, the Subject Property, or any portion of either shall be subject to this Agreement as provided herein. This Agree- ment and the Addenda hereto (but not the Exhibits, which are lengthy, illustrative and technical in nature) shall be recorded with the Pitkin County Clerk and Recorder, and shall impose cove- nants running with the land upon all of the Subject Property. 35. Governing Law; Venue; Attorneys' Fees. This Agreement and the rights and obligations of the parties hereunder shall be governed by and construed in accordance with the laws of the State of Colorado. Venue for all actions arising under this Agreement shall be Pitkin County, Colorado. In the event legal remedies must be pursued to resolve any dispute or conflict regarding the terms of this Agreement or the rights and obligations of the parties , hereto, the substantially prevailing party shall be entitled to recover costs incurred in pursuing such remedies, includir� expert witness fees and reasonable attorneys' fees. r •36. Authorization of Signatures. The parties ackntpwledge and represent to each other that all procedures necessary:, to validly contract and execute this Agreement have been performed and that the persons signing for each party have been duly authorized to do SO. - 13 - Water Service Asrewnenr(edsring developmear)03193 FINAL 366534 8-740 P-608 02/04/44 04:238 P6 14 OF 17 ((l 37 . Counterparts. This Agreement may be signed using coun- terpart signature pages, with the same force and effect as if all parties signed on the same signature page. IN WITNESS WHEREOF, the parties have executed this Agreement the date and year first above written. THE CITY OF ASPEN, COLORADO ATTEST: A Municipal Corporation and Home Rule City By By City Cler May APPROVED AS TO FORM: Aspe it Attorney DEVELOPER AND OWNER Aspen Ski.' g Company ATTEST: By By Title: itl 1/ OWNERocva_, Norwest Bank Dos—Mexms, N.A. , Trustee of the Friedl Pfiefer Revocable Trust dated May 20, 1985 By 2 T i t I %I luscAdclwplaspcn2.wea 'Iv - 14 - Water Service Agreement(e0stina development)M93 FINAL ADDENDUM 1--1 ASPEN SKIING COMPANY PROPERTY A of land situate in Lot I", Section 3, Township 10 Sough, ranee 85 ti•tes 6th P.14. , more fully described as foIlows: ' Beginning zt a point- whence the Southeast corner of Section 3, Township 10 South, Rance 85 West, 6th P.M&. bears S370011:_: 428.65 feet; thence ti16101HE 208.72 feet; hence N58c501W 208.72 feet; thence S3 i of 0115' 208.72 feet; thence S580501"c 208.72 feet to the Point of Beginning. n trams of land situate in Lo; 14, Section 3, and Lotst 1 and 2, Section 10, al I in T o,,n sh i p 10 South, Renee 85 West, 6th P.M. , be i n5 20 fee; on the Westerly side and 20 feel on the easterly side, paral lei and adjacent to the fo( lowinc described centerline: Decinning at a point in Lot 14, said Section 3, whence the Southeast corner c-- said Section 3 bears S23015130'1E 799.59 feet; thence S26043 13011W through Lot 14 said Section 3, and Lots 1 ar.d 2, said ( Section 10, to the South line of Lots 1 and 2, Sec'-ion 10, all in Township 10 SOu i'�, Ranee 85 West, 61Nh P.tj. A trz_, of land situate in Lots 4 and 5, Section 10, To,+nship 10 South, Rance C5 hest, 6th P.M. , being 20 feet on the Westerly side and 20 feet on she -Easterly side, paral lei and adjacent to the following described center f ine: uecinning at a point in Lot 14 Section 3 Township 10 Sou- y _6t7 ?•h'• , xhence the Southeast corner o; said p h, Range 85 Wes,, i99.� aid Sec;i on 3 bears S�J°151s011� ^C T8e"; hence S25043 13011W to the North lot 4 Lots 4 and 5 lines nes o, Sect iiv 10, said Township and Ranee; f t ence S26043 '30t1W through said Lots 4 and 5 `o the South loll One of Lot 4, Sec;ion 10, Township 10 South, Rance 85 hest, 6th P.M. 7bb539 8-740 P-809 02/04/94 09.23A P6 15 OF 17 1 L� \ l� • ADDENDUM 1-2 > NOR14EST BA,A DESMOINES, N.A. , TRUSTEE 'OF THE FRIEDL PFIEFER REVOCABLE TRUST, DATED MIRY 20, 1985 PROPERTY -TRACT 1 : A tract o, l and s i tuated i n the S-71/4 of Sect i on 3 and i n the AE1/4 of Sect i on 10, Township 10 South, Rance 85 Nest of the 6th P,tS• , P i;kin Coun;y, Colorado. Said tree; being more fully described as follows: Beeinning at a point whence the S:E corner of Section 3, ToKnship 10 South, Ranee 85 West, bears S00015' i6"=- 1044 ".54 Beet; thence S47c26100 11h' 423.94 feet; thence S42034100": 47 ,70 feet,- thence S470-75'00"h' 71 .06 feet; thence S41059'00"�_ 359.91 feet; thence S2,6 3i 'OC"h' 396.73 feet; thence S19013'00"H' 1076.43 fee', ; Thence S19c 2'00"_ 36.91 feet more or I ess to a poi nt on '';he North I ine of Lot 5 said Section 10; thence West 959.96 feet more or less along the Northerly"] ine of said Lot 5 and the Southerly Iine of Lot 2, said Section 10 to the Ski corner of said Lot 2; thence ldorth 726,99 fee; alone the Westerly I ine of said Lot 2; thence N20018100 116 178.04 feet; '`hence 19493210011- 904.53 feet; thence 1 1 7 17"- 1 i 6.92 feet more or less to a point on the Southeasterly rich t-of-way l i ne of the Butterm I I k hest Road; thence 1`44:044100"z 885.20 fee; more or less alone said right-of-way line to a point on the SCL`hwesterl y r i ch-�-pi-way line o Sia-e 1:i gi)way t<o. '; • � th�nce along sa i d h right-of-way- _ 8� , I ghway line 168.;3 eet along the .arc o; a curve ;O the I eft hav !no a radius of 57&0.00 feet the chord of which bears 5-37030"1 3u= 168.52 feet t o J the Point of Secinninc. �X"�--PT those portions o-' Lot 13 Sel; ion 3, Township 10 South, Rance 85 Nest c, the 5th P.1;. , released by 34-;t"ermaiik Mountain Ski ine Corporation, a Colorado corporation in release recorded December 2, 1977 in Sock 339 zt Page 621 , EX^:'i that Portion thereof conveyed by Buttermilk Mountain Ski Ing Corporation, a COl orado corporation, to Virginia Aspen COr poratl on, a Colorado corporation, by Deed recorded May 13, 1969, 1n Book 241 at Pace 21 , MD EXCEPT ,hat portion thereof released by Aspen Ski Ing Company, a Colorado general partnprsh I p, by Release recorded April 5, 1985, i n Book; 48� a t race 205. 366539 B-740 P-810 02/04/94 09:234 P6 16 OF 17 rc ,y1' q ` 9 J ` ~ Addendum 2 BUTTERMILK DAY LODGE PROJECT DESCRIPTION A new two story building approximately 18,000 square feet will replace two old buildings, which had the same total square footage the new building will have. The facility will be located at the base area of Main Buttermilk in Pitkin County. The new building will have a restaurant on the second floor and the first floor will contain a ticket sales area, public restrooms, public lockers, a small retail sales area, a meeting room, staff locker rooms, four offices, a receiving and trash dock, and various mechanical rooms. Two two inch water lines are being replaced with an eight inch line. A fire hydrant is being replaced and a second fire hydrant will be installed adjacent to the new buildindj. The new building will contain a sprinkler system for fire suppression. The new building replaces all the functions which previously were contained in the two old buildings which have been demolished pursuant to Pitkin County approval. 366534 8-740 P-811 02104!94 09a23A P6 17 OF 17 J V lU� /V l \JJ l Vs ti #35940B cj;/ `� 4 c nn Silvia Rec s. C�cj �\ �K t! cFucT �1 Davi,! BF 719 PG 508 Pit['in Cnty Clerk: , Doc $. r RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY, COLORADO, GRANTING APPROVAL FOR A MINOR AMENDMENT TO THE BUTTERMILK MASTER PLAN TO ALLOW FOR THE RELOCATION OF THE EXISTING MAIN BUTTERMILK RESTAURANT Resolution No. 9-3--zo RECITALS 1• The Aspen Skiing Company hereinafter " Applicant", has applied to the Board of County Commissioners of Pitkin County, Colorado, hereinafter "Board" for approval of - a Minor Amendment to the Buttermilk Master Plan in order to allow the Main Buttermilk Restaurant to be relocated to a newly constructed second floor on the Vic Braden building. 2 • The proposed relocation of the Main Buttermilk Restaurant is directly related to the replacement of Lift ml, which has been approved by the U. S. Forest Service and has been deemed to be consistent with the existing Buttermilk Master Plan by the Board Of County Commissioners. 3 . The relocation of the Buttermilk Main Restaurant is also subject to the Scenic Foreground Overlay Ordinance. Final approval of the Scenic Foreground review was granted by the Planning Commission after review at a public hearing on July 20, 1993 as evidenced by resolution. #PZ-40A 4 . The Pitkin County Planning and Zoning Commission reviewed the Applicants ' request for a Minor Amendment to the Buttermilk Master Plan at a regularly scheduled meeting on June 22 , 1993 and found it to be generally consistent with the Policies and regulations Of the Pitkin County Land Use Code #35940S 0 7/CB/-,q.; 15: 02 Rec $. o(.-) Bill: 719 � 509 Silvia Davis itkin Cnty Clerk , Doc $. Uv Resolution No. 93-/,�'d Page 2 and recommended approval of the Master Plan Amendment with conditions. 5 • The Board heard this application at a regularly scheduled public hearing on July 27, 1993, at which time evidence and testimony was presented with respect to this application. 6. The Board determined that the requested Master Plan Amendment is generally consistent with the existing Buttermilk Master Plan and meets the criteria for review of a master plan as outlined in, Section 3-1. 12 (c) of the Pitkin County Land Use Code. NOW, THEREFORE, BE IT RESOLVED by the Board that it does hereby revise Paragraph 5 on page 20 of the Master Plan as follows: Existing restaurants would be allowed to modify, renovate, relocate and generally upgrade their facilities from time to time as long as no additional seating capacity was the result of such action and no expansion the existing gross square footage was involved. The square footage of any existing restaurant, which is demolished as part of a project which is contemplated in this Master Plan, can be allocated to a new facility, provided the new facility does not result in any increase in seating capacity, or square footage, above that which is allowed below, and provided that the new facility is located in the same general area on the property as the previous facility. In addition, each restaurant facility would be allowed a one time repair and maintenance expansion, not to result in any additional seating capacity, of 1, 000 square feet or 10% of the gross square footage of the building (whichever is less) without having to -amend -t_ his- Master plan:_ Any such- expansion, relocation, renovation or modification may be subject to all the current building codes of Pitkin . County. Copies of such plans and building department approvals would be forwarded, when appropriate, to the Forest Service for its approvals and records . Approval of the above described amendment is subject to the following conditions. 1. A fugitive dust control plan and air quality report shall be ✓r, submitted For review and approval by the Environmental Health t�. ' #35940e 07/28/93. 2 ( ? Rec �. 00 Silvia Davi s Pitt,-in 1j 8}C 719 PG 5t0 Cnty Clerk' Doc s. 0(3 Resolution No. Page 3 Department prior to building permit submission. 2 . The applicant shall comply with all material representations made in the application and subsequent letters amending the . application and in the public meeting, APPROVED AND ADOPTED ON THE 27th DAY OF JULY, 1993 , BOARD OF COUNTY COMMISSIONERS OF PITKIN cOU COLORADO ATTEST: By Bill Tuite, Chairman j Date 7 Jeanette Jones Deputy Clerk a Recorder + APPROVED AS TO FORM: APPROVED AS TO CONTENT: Timothy E. Whiff �G 'L--- County Atto Suza a Konc n, Coun Planning Director ,1 7 5!x.',5•(% r.,r , , , {N�WtMANF E / INST S' CO?PER SERVICE k NEVI ,CTEMPORARO CUR STOP, TIE INTO EXISTING. . ` TICXET j SUII OIN`G WATER SERVICE v OFFICE f ''` ..i - NG •0A SLANG UNP ; 7r. INSTALL ^'t •\ CURB STO 1 ` \ LOc"ofl T: BY ENS�NEE� I .. - - , L'�Y%!OJ•1,.4a>`/`•i'"L<CP.�'-' !J,. -•C-," •T:�" `r�n." '�a q •z 869.5 •• 'L. .. .. •`. • " ' ;�. - �fa3f�� . NEW MANHOLE A-1- 1�l\ , N 10189.75 \ \\\ E 8995.06, \ INSTALL 2 1000 G L. GREASE TRAPS g IN SERIES, BY CO AND CONCRETE ; 4' PVC,SEWER SERVCE, TYP. DITCH FLOWLINE\ INSTALL NEW 46'B N 10111,62 \\ ,` E 9008.97 \4b' I � BEND INST/�t1 � OAP INSTALL 80'RENO CLEAN T 62 4 E 9036.56. 4• � �i. \ 4 LE`A- c J \ )0776 a \ TO GREASE TRAP \\ •�4. \\ 4' SEWER S£RWCE \ 10 0 J INSTALL NEW 45'BEND f 6 N 10083.69 2 V y F, E 9018.43 \ \ \ 41 6 +4 NIP x NW. p0 \\\• i / INSTALL 8`x4" TEE \\ •-� A 'a k 4'VALVE \ . \ \ REPLACE \ INSTALL 8'x6'REDUCER \ \�e INTO NEW \k NEVI 6" GATE VALVL NEW BUItOING FOUNDATION ABANDON INSTALL FIRE HYDRANT&ALL (PARTIAL COMPLETION) `, - �• NECESSARY APPURTENANCES \ N 10046.08 \ i E 6999.72 n 24" ADS \ \ I LNSTALL 8"x4' TEE \ `y q \ &4" VALVE �" —► L PPER SERVICE &NEW / \ \ �• E INTO EXISTI G itRVICE, B STOP \ _ K LOZ:A%I l�IELD N;00s / / ` E 9251 , ;,: - ::;.• ..�. •', r.�„�.;br�' BLS.-�li�:- � •'t "'' '.;� zk DIRT PILE rn I \ \ \ 1 zs"`c �-- �- � EXISTING MANHOLE S$ / - STA. 1+00 CURB STOP 1NO:SE010E 4° DIP . - TRANSFORM P D ' EX LINE APPRiL \t} OF PROP iP 1 G7 \ EXISTING 6° qP T&PLUG . •\ \ - StOfJ11 �I E V. H F'/ 4 '� EL. 68.3 S INS T4\L E N ANT } &ALL NE ESSAR G` 1' APPUR CES E 10112-1 1 1 STbR a1O GRAs �f ETAN b I ' O f / COQ INSTALL 22 1/2'BEND / E 8221.22 w w INTERCONNECT,,I 1 N 101NO 6° Cl E 9331.65 8/ w / TO RESTAURANT \ /m,TA`.L 8%6' REDUCER 0'KENO w &NE B' GATE VALVE �I I OWATE LOCATION OF PWERTY LINE \ N 41 t�cuc Looc 1' : 7/,2,37/4 1 \ to ' GRAPHIC SCALE 4 i' 70 10 00 40 I1 f ( IN FEET ) ' \ I inch .. 20 fL �`• d} �. ;j<< I ss �"l^ •, � �� lATE LOCATION / N EL AIL Et. 7662,86 i . �Ewb LINE TO t TEE be SLEEVE. THE INN AT ASPEN •1'`I ''�•_.— 7886 / NOTES: I'I 1• . f n 1, THE L CA'RONS OF UNDELD UTILITIES HAVE BEEN PLOTTED BASED I +_E h UPON UTILITY MAPS, OTHER INFORMATION PROVIDED BY UTIUTY E' a COMPANIES, AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. ` THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD t' ° CONDITIONS, AND SOME LOCATIONS ARE UNKNOWN, IT IS THE ! P z RESPONSIBILITY OF THE CONTRACTOR TO CONTACT'ALL UTILITY �1...a COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO ,B }., CONSTRUCTION. %� '•1 I.q;, .: lis [ E_ \JID • I�I�� • .. � • P�OpOSEp EXISTING• SANITARY SEWER V! WATER.LINE ry E E - ELECTRIC UNE II{' GAS LINE-, OVERHEAD ELECTRIC Q£MH ELECTRIC MANHOLE SANITARY SEWER.MANHOLE t ' p TELEPHONE•RISER ,FIRE•HYDRANT ' ,MONITORMG WELL . y4 � c POWER POLE - FIRE HYDRANT' AMUR � f 1r, RVlU.V�,• � W,�;�.�'. 'J:lI�� k� �y'ttiI",�.r�irl .••' _ ,. '. w d .-.. , - ,ay� ,''�l.e i•'1:��+,I' ` :�;h�� .r,I�. �,.�.. Y`I if �' ;'• � ,�1.��,' �.. n�`. 1. ��MY�� V 7vr7 � r'' y•i � � - I ,t �� `�h 7 '•. .;', i1,� yr t���,tj :,..yat:'� _�. .} _ ;�. ,8.,'r IY'. kyc.ri.. •' 'r r 06 /� 1 � � s Z a F�N00 n R ro� p EXIST)NG GP O ul > V)57 257 L.F. 8" SOR26 PVC * 0.60 5 . 1•tr00 � 2+00 -71°2 by CMH J0, �4 INSTALL 22 1/2' BEND \ r �P N 10089.7 E 9221.22 \\r --- \ o `3k J N W \•_ / / 70 RESTAURANT E \ RE INS'TA L 8"x6" REDUCER ER BEND & NEB" GATE VALVE 72 AP OXIMATE LOCATION Of-PI?114PERTY LINE \ t fa t4,-DC- co i �dcoo of. ago �w�n . z n r` U to PROFILE I . .96 L.F. B" 504228 PVC O 0.60K ti:, SCA& 1" 20' 1 4+00 r go W r 4EW B" LINE TO 91H TEE k SLEEVE, \ 7HE fNN AT ASPEN / NOTES: � N \� M I. THE L CATIONS OF UNDEl�6R ND UTILITIES HAVE BEEN PLOTTED BASED UPON UTILITY MAPS, OTHER INFORMATION PROVIDED BY UTILITY •� COMPANIES, AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD m CONDITIONS, AND SOME LOCATIONS ARE UNKNOWN. IT IS THE ro z i` RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY t— �I COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO au CONSTRUCTION. Z 2. ALL CONSTRUCTION. TO BE PER CURRENT CITY OF ASPEN PUBLIC WORKS w AND ASPEN CONSOLIDATED SANITATION DISTRICT SPECIFICATIONS. ? 3. WATER MAIN TO BE CLASS 52 DUCTILE IRON PIPE AND HAVE A MINIMUM 7880 COVER OF SEVEN FEET. 4. SEWER MAIN TO BE SOR 26 PVC PIPE, OR C-900 PVC CLASS 150 (OR 18) PIPE AS NOTED, 5. MAINTAIN A MINIMUM CLEARANCE OF 10 FEET BETWEEN ALL WATER AND SEWER MAINS. 7875 6. MEG—A—LUG RESTRAINT AND.THRUST BLOCKS REQUIRED AT ALL WATERLINE FITTINGS. 7: MEGA-LUGS AND THRUST BLOCKS REQUIRED AT ALL FIRE HYDRANTS, 8. VALVE SOX KEY EXTENSION REQUIRED TO WITHIN 2' OF SURFACE. 7870 9. ALL UTILITIES, BOTH UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CO TTNUOUS , SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, EXCEPT AS NOTED IN E SPECIAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY D MAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 7865 3 1 9/23/93 RELOCATED FIRE HYDRAN SOLD NO. DATE REMSION ASPEN SKI COMOPAN 7860 ASPEN, f COLORADO '� i3V 1 1E, L K (R *A' 7$55 HbH 1661 its^ ajt* ICS wl, , 0LLNW000 MAO DDS. say: cK. ALE,:NO. ;.; r"� T`.�.I . OW)945-070 : •y f �!_ tkr fc Exhibit C 007EVU LK SKI AEA t:IiTER PVD SMITARY SEWER IMPRCKJ -194TS EASE LODGE AREA SCHEDULE GE IM?RY)21194TS September 6, I99 - mobilize equiperrlent on site, 916 - 51/10 ins"all 6' water line extension at north end of new restaurant, and 4" Service line into new building. Prep for fire hydrant and install valve for water service lines to maintenance• buildings, 9/13 - 9/17 install sanitary sewer at north end of new building and cccnplete _ewer service to manhole at northwest corner or' existing administration building. Complete sewer service lines to maintenance buildings.. F/20 - 7/24 complete installation of 1" copper service lines to maintenance buildings, Begin extension of G' water line at northweA corner of new building. 10/1 complete installation of SR service line, tying to existing hydrant at the inn at Aspen. Ccaiplete installation of electrical conduit from new transformer locaiion at administration building to new restaurant building and begin installation of conduit to maintenance buildings. 10/4 - 10/8 Cc(-IIGlete installation of conduit for electrical 'service.- and ecaiplete installation of storm drain system to new drywell . Construction of the Buttermilk Day Lodge is in progress. Scheduled completion date is December 10, 19n. r .sir. 1 t. G Exhibit D Water Usage - Buttermilk Day Lodge 1. Maximum Daily Usage 10, 000 gal/day 2 . Annual Usage 10 acre feet/year 3 . Area to be irrigated (outside) 5, 000 square feet maximum 4 . Flaw 25 gal/minute '1 Exhibit E Buttermilk Day Lodge - Fire Protection The site will have two full hydrants serviced by 8" water lines, built to specifications provided by the Aspen Fire Protection District. Hydrants will be located near the southwest corner of the new building and near the northeast corner of the new building. The Buttermilk Day Lodge will include a sprinkler system for fire protection. Exhibit F There is no Exhibit F 12305. ��\ "EXHIBIT 2" ORDINANCE NO. 54 (series of 1993) AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, ,A.=ORIZING AND APPROVING AN AGREEMENT FOR THE EXTRATERRITORIAL EXTENSION AND DELIVERY OF MUNICIPAL WATER SERVICES TO THE BASE OF BUTTERMILK MOUNTAIN AND ASSOCIATED AREAS WHEREAS, Section 11.3 of the Home Rule Charter for the City;of Aspen provides that the extension of municipal water lines beyond- the City's boundaries to provide extraterritorial water services shall only be approved by City Council by ordinances; and WHEREAS, Section 23-56(b) of the Municipal Code provides that any extraterritorial prcVi_sion of municipal water services beyond the City's boundaries shall only be undertaken pursuant to. a written agreement between the city and the person or entity desiring municipal water service; and WTIEREAS, a request for municipal water services has been submitted to the City by the Aspen Skiing Company, and Norwest Bank Des Moines, N.A. , Trustee of the Friedl Pfiefer Revocable Trust Dated May 20, 1985, to serve that development project and associated areas situated outside Aspen's municipal boundaries commonly .referred to as the base of Buttermilk Mountain; and WHEREAS, the Board of County Commissioners for Pitkin County has granted land use development approvals for the development project; and WHEREAS, a water service agreement has been prepared and proposed specifying the nature and extent of municipal water services to be provided to the project and associated areas and WHEREAS, the City Council finds the proposed agreement to! be, consistent with the terms and requirements of the Municipal Code and municipal water management policies as adopted by the City; NOW, THEREFORE, BE IT ORDAINED BY TEn CITE' COUNCIL OF THE CITY OF ASPEN, COLORADO: Section 1 That the Water Service Agreement between the City of Aspen and- the Aspen Skiing Company,and Norwest Bank Des Moines, N.A. , for the extraterritorial extension and delivery of municipal water services to that development and associated areas, a copy of which is attached hereto and fully incorporated herein as Attachment 1, .be and is hereby approved and the Mayor and the City Manager are authorized to execute same on behalf of the City. section 2 This ordinance shall not have any effect on existing s litigation and shall not operate as an abatement of any action or proceeding now pending under or by virtue of the ordinances repealed or amended as herein provided, and the same shall be construed and concluded under such prior ordinances. Section 3 If any section, subsection, sentence, clause, phrase or portion of this ordinance is for any reason held invalid or unconstitutional in a court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and shall not affect the validity of the remaining portions thereof. Section 4 A public hearing on the ordinance shall be held on the 25th. of October, 1993, in the City Council Chambers, Aspen City Hail, Aspen, Colorado. IN I INTRODUCED, READ AND ORDERED PUBLISHED as provided by law by the City Council of the City of Aspen on the 12th of October 1993. 7� John . Bennett, Mayor ATTES ry 1° Kathryn _ . ioch, City Clerk FINALLY adopted, passed and approved this 8th day of November, 2993. John S. Bennett, Mayor ATTEST:- Kathryn S11 Ko �h, Caty Clerk Buttermilk Mountain Base Village Exhibit 3 7/29/2014 Existing ECU Proposed ECU Tap Fee Due-Phase Prospective Tap Building (1) Tap Fees Paid (2,9) 1 (3) Fee-Phase II (3) Balance(4) Notes Bumps Restaurant 29.59 $ 243,492.60 29.86 $ - $ 3,477 $ 3,477 5,6 Skier Services(i.e. Green Building) 2 $ - 2.14 $ - $ 24,803 $ 24,803 Children's Center(i.e. Powder Pandas) 1.09 $ 8,382 2.03 $ 23,528 $ - $ 15,145 7 North Shop 2 $ - 2 $ - $ - $ - 8 South Shop 2 $ - 2 $ - $ - $ - 8 Total 36.68 $ 251,875 38.03 $ 23,528 $ 28,280 $ 43,425 Notes: 1. Existing ECU count based on City of Aspen records 2. Proposed ECUs for Phase I and Phase II are preliminary, based on proposed plans and have been reviewed by the City of Aspen. Applicant and City to perform walkthrough at the completion of each phase to count final ECUs 3. Buttermilk is located in service area#6. The tap fee is based on $11,590/ECU. Final fees due shall be based on ECU count established at walkthrough with Applicant and City of Aspen 4. Balance reflects the amount due after accounting for prior tap fees paid with the exception of Bumps, see note 6 5. Tap fee paid based on 30.21 ECUs 6. Projected Tap Fee based additional new 0.3 ECU associated with the upgrade to Bumps. Upgrade will not to be a substantial remodel or rebuild as described in the City Code,section 25.12.070 and as such,fees are only due on the incremental increase. 7. Applicant paid $15,145.30 in May 2014 towards this facility's tap fee. Additional fees will be paid following final walk through for any plumbing changes from submitted plans 8. No changes proposed to either facility 9.A total of 42 ECUs are allocated to the New Project; ECUs in excess of the existing ECUs(which for this purpose is 36.68 ECUs)are subject to applicable fees Exhibit 3(a) To the Amended and Restated City of Aspen Water Service Agreement dated August 11, 2014,between the City of Aspen, Colorado and Aspen Skiing Company LLC,recorded with the Pitkin County Recorder at Reception No. on (date), regarding Parcel No. Date of this Exhibit: Phase I has been completed as of the date of this exhibit(circle one). Yes ° Phase 11 has been completed as of the date of this exhibit(circle one). Ye<�D Chart is attached showing all metered water service accounts currently serving existing structures on the Property, ECU count for each structure, and tap fees paid for each structure, as well as anticipated improved or replacement structures, ECU count for each and aggregate ECU count for the Property, and tap fees paid that could be credited to tap fees required for each improved or replacement structure. Buttermilk Base Area Water Service Agreement Exhibit 4: Project description The project, as approved under Pitkin County BOCC Resolution 88-2013 (Reception #606324), is generally described as follows: Existing Facilities: Approximately 7,800 SF of existing shipping, shop and maintenance buildings along with the existing Bumps Restaurant (approximately 18,000 SF) Phase I: A new building approximately 7,900 square feet which will replace the temporary "Powder Pandas" facility. The building will be located in the same general location as the previous facility. This new building will house the children's ski school for Buttermilk Ski area and will include a ticketing/lobby space, a public playroom, enrolled children's play and eating spaces, a kitchen,three offices, a staff break area, mechanical room and associated storage. The building will be served by a 4" service line to provide adequate fire flow for the fire sprinkler system. The domestic water will be served by a 1" line metered after the fire suppression system inside of the building. Phase I will take place in the summer of 2014 and will be in operation as of December 2014. Phase II: A new building approximately 10,000 square feet to be known as the "Skier Services" building which will replace the administration building known as the "Green Building". The building will be located in the same general location as the previous facility. The Skier Services building will house ticketing and day lounge functions along with a new retail and ski/snowboard rental facility. It will include lockers and guest bathrooms along with 4 offices, mechanical rooms and associated storage. Engineering for this facility is not completed at the time of this addendum, but it is anticipated that the building will likely be served by a 4" service line to provide adequate fire flow for the fire sprinkler system. Calculations regarding this line size and the appropriate domestic water line size will take place prior to building permit submittal. Phase II will also include a remodel and addition to the existing Bumps Restaurant facility. Approximately 2,282 square feet of space will be added to the existing facility. The lower level of this addition will include a new guest entry stair, a loading dock/service entrance, 3 new offices, a small employee break area, storage and mechanical spaces along with the addition of a new elevator. The upper level of the addition will include a modest expansion to the existing commercial kitchen which will be used for dry storage and refrigeration along with one staff office. The timing for Phase II is undetermined at this time. The approved and recorded site plan for the Base area is attached and labeled as Exhibit S. 7�,a n o Aspen Skiing Company ° r;e BUILDING DE OP 25'WETLAND ,' .+ (UMF) c V 1TG Ip I^n BUE ITrq'1 H TCGA�Cd AN� SIGNWOR- b' ,� _ -,�o � - - • ron.coas 11 \---- - 7_ --- (9]9 925 W � rtxlel(9]01920.130] d5. E - I bo , T ND � — _ � � A A YI •�:>� �� BUILDING i 1 __ J WA�e1- 11TIjA �'� 9 • — •TreAte �=5,000s N ZAT / vlcE d`� `� .,� _ }r to yVAttr A'� � R hi 8140 Partners,LLC �\ BUILDING A - �;__ � _ 4'rieus a.1't t„1.r•1ra .°_jam _ (BUMPS) �-" _ '�.� .� - w•le+w11 yc tu1 .•WFTLANLL s \ WIN.. �pwvwswlF v / •�. , �� �.rwvy WK�t�11n �W/ ° � = 63: z w o 4 z 0 11 — �oz 1 ASPEN SKI COMPANY PROPERTY LIN `?.� SKIER SERVICES Q d 'W \iACTIVITY`ENVELOPE Arcc fo#Re; ^p - .'I m Q Ea5 +, =` _j W m Q A� J? � eKd k 1hc.S� . E > t° +EatiF�F t5us W ANN AT ASPEN - Inl9a{rl wiFN ` — -+ w 0 < r F LU SKI AREA \ U�+h'takA w 0. ' __ �> W W u�a >U) CHILDR EASEMENT - _ _.CENTS =:CCrg i 0] m r, I o N o I 1F 7W i i Od!! C7 C=-D-- I KEY IMR(NTS) _ INN AT ASPEN lit aY j .. - i ,✓a i#i MAR1YEI�ANCE- • n o f — Er,tiGaY a ab w 1, Y — — - IO O _ - I U O JC nw[o RW5 O e C' r-rm- �, FACILITY pD f ' ZONE 1: P ACTIVITY w ` BASE AREA SITE �� � LAN AND ACTIV HIGHWAY82 ENVELOPE - —. _ _ — SHEET NUMBER + —_ - _ 11TTfiRMI�K =y — -- — — ---—— _ L-04 t�t 0 Aspen Skiing Company BUTTERMILK BASE AREA RE-DEVELOPMENT DESIGNWORKSHOP BUTTERMILK MOUNTAIN �°701921o5tre. Aspen,CO 81611 (9]0)925-92 Fewrtnie I9?01920-1]8] PITKIN COUNTY, COLORADO POTABLE WATER PLANS UTILITY LEGEND ABBREVIATIONS: RI ASPEN - - E TIC r E R C �1 � �� YYL�1 EBC. is rwni — ..oWrx .iNG / 1�1111CC✓✓ J eC�t uu � t / '}r -EnpMeermq.uc�.. y�7 ass anio�� All E 29.1.11,WATER a IT W '2 dt CD 0 ( WW oLLO Q -, O& s i as w ; �eJ `it y Jj- 1-80089221987 j I ,} W °O12 a » RrEM �«NW S Z =,=7 ca 9. - - - J DISTRICT SIGNATURES" PROJECT TEAM AND CONTACTS — OWNER GENERAL CONTRACTOR CIVIL ENGINEER APPROVAL OR THg Rr OF SPEN,CGLORAOO,FOP.A SIX-MONTH PEROD AS T = 2O ZY--- - N,L�SON n E ` s-E e Raa Az w c B__.1'lf � s v R21_111N 97 ry A9 52 9]o s °0°6t DEPUI nPF<rcR R CITY o ASSN LEI 7L:7 SITE PLAN GENERAL NOTES I- AL:N UR PUTY WORK SHALL 3E DONE IN ACCORDN'.'CE TO THE CURRENT CI:Y OF ASPEN 2011 WATER D-STEWTON STANDARDS AND SPECIFICATIONS, 2. CONTRACTOR SHALL EXPOSE EXSTINC T ILIIlES IN THE NCINflY CF PROP.WATER MNN WON ACWTES TO VERIFY ELEVATNDINS PH TO SETTING FNA1 ;. 1rAr�_r,�c WIrH sAUrAxY SLwE�yLNE INDEX OF DRAWINGS WATER.LINE WILL CROSS A MINWUM OF 18'AP VE 0.SANITARY SEWER LINE PE,CDY OF ASPEN WATER DS'RIDURO.N STANDARDS AND SF'ECFICATIONS,iF I15 IS IMIFXC C.V.AND IF IHE N0. SHEET TITLE SANITARY SEWER LINE CROSSES NBINT THE WATER LINE.SPECIAL CONSTRUCTION METHODS WILL OF USED ACCOROING TO THE CONDITIONS. RW-LIT ccrR ION S POTABLE WATER PLANS OEMOCITIOry UUNANr ATRIA _i -PN-O` STO OCn� AERRNvry COVER SHEET STANDARD rS WTJIES(. RIOE e+a TRICT) PW-00 ._ _ _... G , Aspen Skiing Company r i < i y DESIGNWORKSHOP m E0xso- rI c01 (970) 25-03 Eamk 970192 0- 1381 www c[s,cxwoaxs HO?.cou J c e \ on Nii) p co �43t eN.nwc' { EkAr PRJ ro RE 0,AD AND RE FFD AND VMILT ♦ i0 BE REMDVEDM U A SCUD IPPE� 0 `EAST NW NE !. \ n/ ! 19 BE REWNED ! lX - 1 QZ o3 � t Ww oo ►a- ECST EC tar i0 8� I{ .3 1 - Q d o2H g DISCONNECTED MID THE .y., w VALVE R E KU AND 1 -[+) ! mO aza ME PLUCCED r ` HTDRPNi AND VALV , -PM SERNDE LNE1 -•-�- _---._- • w Y °a U BE RENNE AND iUU DEE { 70 BE AgWDIMED EIpSi , ! .TO — Et L, R ! o to Lu w \ ' ULS-HYURIMT .Ash •�- I ! : �/ =p ro eE REUmco cN \ >n ! — J { ca __ f ------------------ u �. ! _- __-.-- ! Y EXIST PM LINE lD CQ aee.NacNED .. j a -'rE%IST.HYDRMIT i0 BE RE<1E0 - (REUSED r WPRP''ED 9V COA —. MATER DEPT) -- - - DEMOLITION REST PM'LINE TO BE .� � SUMMARY PLAN DISCONNECTED,1HE LUGM C' REYQJfo AND TEE PLUCC[o - .. .. - HIGHWAY 82 © o ® ® . ................- - t- t _, w Aspen Skiing Company DESIGNWORKSHOP 111 -- � A� 6-8364 1 ff8]0 820-138 CONrvcCi EXIST. BUILDING BtL NOTE o) �11,�I... _ -�� NELT D-I -t SEE SNFE!D-I FYt GAIL) � --- S..OV.xS, e w � 1 IF Tc At 4 i zo+oo �s1M EW R f l _ \ �' / CROSSING.MIN. 6'$ L � ,•— —+L•�' _.i. � � eeov.waERUNE � WATER VA/ 1 So B LINE - /� , e 0 BE P.ENOlEO � 1 ., / (HE D-I EDR � , 1 SEE'ATE 21 ESIS*B"PRY 0 BE RLAk A O �MtUSi Rrus[[)ANC VAAri E RENOlEO .w0 REP W,H SOLD PNt /. _. \ . {SEE SHEET (9EC Noi'Ij �+ �•) w. 3z / ma i0 BE ALWIOONEG O ® (SEE NOTE zl /�PRDP S'POTABLE EE 2 �s WW oLLO H f m 1 o\ W a� UOlES: FxiSwG"3'?W"0 BE REMO U Ah'D REUSED.vADLI TD BE RCNCNEB AND AN E'qP SCUD W W J it o U PIPE TO BE INSTALLS;)FROM E%IST.VALVE(NONIN!10 HUD SL.EM(SN,Mh i. DST'JAM TO BE REM 13 AND M_TSE JOINS PLUGGED. Exsr.NE uM i0 BE LNSfANNECTEO AND NEx LINE An4.HED u^1N Ya_•h. 78809+50 20-D0 20+50 21+00 21+50 22+00 22+50 m O 7880 �o suE NA= xw�b.m.. 7875 E ST.GRtDE uensons _ 1 _ 7870 ,r—'BLIP.WA1ER VALVE �WOAP ALV E OUN SIN----_ 1ER Y POSINC 7865 B 7865 S }r CONnECIT M V TO WATERLINE 7860 PP.W.WATER VALVE 1 7855 less PROPOSED POTABLE WATER - PLAN&PROFILE 1 7850 , 7850 19+50 20+00 20+50 21+00 21+50 22+00 22+50 PIN-02 o .c OO tv C& O+ Cv L m.e..„..,,...,o.......,�....�. Aspen Skiing Company _v DESIGNWORKSHOP 1 F. / tA0 East Mein Street n,Pen ca step { \ Al I (97.).5835r i. Y 1 1 Raca ( .B.0-1307 n1 / x Woassxo x_cou WATER VALVE D- \� s SEWER SERVx,1; 'SEE D I I TNRI,¢r sLax rvP lg2 CROSSNG MM-18' ROIL OErvLS) (Sfl SHEET D 1 FOR w s)-/ , Je ✓� >. .,AN aEWER SERJICE A.WATERLNE a 4 2 CROSSNG MN-r8'\ r I �AG]E WA'ERLINE 1 I 24+00 25 G q O I \ l �-� m00 e cAE W ERLNE •I v/ TIRE w u ti 01---_: �• --L\`1�IN\\ ---._} \__T` — '. w � � Fnginen 9 c; (z of a.5 ea,o 4-PN V y < b + i © _� 1 Y' 1 1 tsEE SfffEl o-I FOR OE(NLSiJ Z p a J 1 W Lu 9 e,LL 1 1 g o F Q PROP . s. / in i iX F� \ I BULGING i / Q jL .S w a in^ is m 1 J cq 1 W a o �Q Zwx y elm ~ce 0� O 22+50 23+06 23+50 24+0D 24+50 25+00 25+50 IM oo�i 7880 7880 Q 1 sM1 M um. 7875 7875 xevaas GRADE muwx-=aevu:wra wn _ \ ..... .. PROP GRkX. OF 5l M.SEWER A? 1 PROP.STN.SEWER SIPN-Y LN1E CROSSING i 1 60.5 CROSSNG \ �SER.0 CROSSNG / 7865 (SCE SHEET 0-i) ——— _ —_ CAS CROSSiRG 7865 REV.OF STORM SEFACE CItOS4NG SEWER AT SERVICE 1 p -L,, 5 (SEE FIEET D-I) `' LINE CROSMR 1 7660 - -�I. \ 7860 UNCERGROMND I EiECi.CROSSING I 1 PROP RATER VALVE 7855 � \ �-PP.W.WATER 7855 PP.OP.b LYP 5'JPPLY LINE r0 BET-i PROP K-ER 1 "& PROPOSED POTABLE WATER 8 , CROSSNG 18'.014 WATER YNVE r—'rsaP+r wer1R 1 PLAN&PROFILE STORM NPR PER CAS 2014 WATER N ORE UNE 10 1 DtSTRIBlPYX1 STANDARDS AND SPECIFICATIONS HXLCN2ER CENTER� 7850 1 1 7850 22+50 23+00 23+50 24+00 24+50 25+00 25+50 PW-03 ...........O.,.—.......... O+ Fill Al, 1 ---,8�2 -- � y � s 1 A w 7 ,G FOL FE Aspen Skiing - Company y S\f xoi i. j � r�vv • � / DESIGNWORKSHOP A—,CO B1611 � F—tp,IMI Ea=,N�In sneel j --.'�/ - ) /4 /1\\\ \ 0 �\ d (l9 60)9 786} 41 387 '" / L ' \/�L \ •\ DSGf:N FD JAlF PE2-2 AND TEE JOIM E PROP.b'ROTA3I.E t I, �/ / 5i RJ-E-7 - / �wAIERL (SEE pEiA..I iHK SNCEi) EX Si 4 C N t �_� —z6! t / �-•— j\'+r,_"•}—,.._• s( ✓/ v as aB c G L\ AL �\28+ z 1:f. ji / T • ,' DETAIL 1 //7 / wa�R vuv[IrP / i \\a' -moP c -::ECiION ON Exlsi.K EXIST. PRV VAULT HNfY 82 N ) z s SCC D-i F.M DEW I1 % I °•-- ?" PRJ 3MA S rciS Cngn g uc�! f (9)J1 a 5-8810 (S LE DM IF 2. SHEET) I rr �, L_, s /� u•, cPOSSc v v t 865---1✓ \.\ Exa[ Ex Sr Y cu G � I MIN. 8 &LVN \ , \ / pRJ VAULT � O�/ S// %1 /•/ W R.RLitiE • / P D•.AB KC I(G _ 1 �t�5E�SKEDD I FOR DELTILS) 9�J RCl 3 z { E%5i.N•'— AHD%SSML,e RE AP USE[w PROVED B'!CM -/� \`., \ . 2 44N 4 -- W ' I NA1ER DEPt) n 1. j%u• �5 1/ :St-6.CIP PW lNE TO BE U)z014ta WATER C Q GD' R \� �' f / /, \ SiAN0ARD5 WC SPECiF CAti NS i K RC➢UCF EX Si w o REUV'ED r7 N'ULT PROP.8'.d.9 I[E- ICLASS-2;. W W vrnt. 1v HEAR BUMPS B...OING ED LL an DETAIL 2 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 PROP_ SYSTEM CONNECTION AND PRV m o 7880 7880 REPLACEMENT AT EXIST. PRV HWY 82 `o I ', rzeVx._ws 7875 — .... _._...__ 1 uvnuw 1 7870 7870 `t.,, 1 —P F— "— ---- 786$ �. ///���'''CROS NfM[. 7665 IE:EaNUr� f/ 1 ——— FYJST.GFADF ———. CP.OSSING—� I - S 7860 7860 f,ROSS NG aEiFPeONE _. -. EX.8"aW -... _..... .. GRCSSMG 1 - 6'DR PIPE CLASS 5'< PRDP w'AIER PROP WE VA'iJE 7855 PRV wAi-R vu E - °u� PROPOSED POTABLE WATER P 7655 H CONNECTION- o TO NYORAki PLAN&PROFILE 1 1 �E%5i SMdRARr SLwER s.E=.wrffx 7850 cRDSSINC 7650 PW-04 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 0 o OO 1 OO 1 O O u7 e..:a..,+..a:...,. j co �YCROIV C'rE VAf VE 7�'P.—;A FCt? SEt?VICE DETAIL P,' A5.225,OR,125' 6—,IORIZONrAi OR lcJTo.OF✓£R11G1: wor ZZrw !E .CAL THRUST ,, _"7 — -w- ILI ADJACENT W;S7AF5 PLAIV IN THE SAME TRENCH 7rPIrAl CATE VALVf LIEVA710✓ 0Y,51IAT1OPV AIR LIALVE AIA,,V DETAIL AIL CONCRETE THRUST FE57RAIAtT DETAILS arras.ar.me. ELEVATION PYA,-E,?L11VE1CUL BERT CROSSING =—n a.as 7777 o� nmII -T-T-- 01 WATER MAIN FIRE HYDRANT ASSEMBLY _TRENCH CROSS SECTION /NSTALLATIONOETAIL &Z,= -T /SEWER EA1 --1?OSS1!VC CITY OF ASPEN ALL STANDARD DETAILS Loughlin water TA o�c wee WATER DEPARTMENT WATER LINE EXTENSIONS FOR WATER LINES Exhibit 7 To the Amended and Restated City of Aspen Water Service Agreement dated August 11, 2014,between the City of Aspen, Colorado and Aspen Skiing Company LLC,recorded with the Pitkin County Recorder at Reception No. on (date), regarding Parcel No. Date of this Exhibit: Approved plans for any replaced, upsized, and/or upgraded water mains,lines and facilities constructed in connection with Phase II are attached. FKkIV Y Buttermillk Base Area RANA WBS Layout 25-Jun-14 18:11 I ID N— Dap August 2D14 S0iPteTte12Ul4 1xi,,M14 I N71*1 M14 I —..r 2014 1 Anuary 2015 LLza 05 13 1 20 1 03 1 10 1 17 1 24 131 07 14 21 28 1 05 a12 19 1 26 1 02 da 1 16 1 23 1 30 1 07 1 1 03 1 15 1 22 101 25 1 in 13D-14,Butt—illk Base Area 30-Jul-14,Water Lftififties 3 C1003 Water Line Approval 5 21-Mar-14A 13-Jun-14 A me App-1,Water Line Approval 4 C1040 Water Line Staking 3 20-Jun-14 A 20-J-14A ter.bne Staking,Water Lirie Staking C1041 Remove 9'PRV 1 30-J-14' 3 0-j un-14 1! —T Remove C1042 Water am 18 30-Jun-14 24-Jul-14 Water Main ............................. .............................. 7 C1043 Water Services 6 23-Jul-14 30-Jul-14 Water S—ces 8 C1044 Water Connect at Hy 82 2 24-J 1-14 25Jul-14 0 Water Connect at H"82 19-DecA4,Milestones 10 I A1002 Hideout'Perm--it'Receipt o 24-Jun-14 Hideout permit Receipt 71 A1093 Hideout Dry In ............................................................................ ........................ o 27-Aug-14 4 Hideout Dry In ...................... ............................................ ....... 12 A1111 Hideout MEP Rough Inspections o 11-Sep-14 ♦Hideout MEP Rough Inspections 13 A1180 Hideout Certificate of Occupancy 0 03-Dec-14 #Hideout Certificate of Occupancy 14 A1210 Omer Occupancy&Completion of 3 19-D-14 Work 0—Occupancy&Completion of Work 81041 Ski Storage MEP Rough Inspections 0 08-Aug-14 ♦Ski Storage MEP Rough Inspections 16 81051 .... ..................... NTP-Mobilize 0 21-M.,14 A ................................ ................................................................................ ............. 17 81120 Ski Storage Certificate of Occupancy 3 30-Sep-14 4 Ski Storage Certificati of Occupancy 8 08-De.14,Site Work 19 w 16-Oct-14 Bumps Ski Storage 20 13De".:14,Hideout Level Of Effort t Remaining Work Page 1 of 1 TASK filter:All Activities Actual Work Critical Remain... 0 Oracle Corporation Exhibit 9 To the Amended and Restated City of Aspen Water Service Agreement dated August 11, 2014,between the City of Aspen, Colorado and Aspen Skiing Company LLC,recorded with the Pitkin County Recorder at Reception No. on (date),regarding Parcel No. Date of this Exhibit: At,, Schedule for completion of Phase II,including any water mains, lines and associated facilities to be constructed in connection with Phase II, is attached. Project: Buttermilk Base Redevelopment Date:July 29, 2014 Water Authority: City of Aspen Occupancy: Commercial Water Demand Worksheet Exhibit 10 City of Aspen Computed Total ECU allowance Commercial Indoor Uses City of Aspen Data Usage for Standard ECU under Agreement Existing use (metered data) Proposed Program ECU Fixture Count(ECUs) 36.68 38.03 42 Avg Daily Demand incl 10% loss (gpd) 3,224 6,275 61930 Yearly Water Demand (acre feet) 3.61 7.03 7.76 Peak Day Factor 1.5 2.5 2.5 Peak Day Demand (gpd) 14,736 14,908 16,464 Notes for Indoor Uses 1.City of Aspen metered data reflects peak use information for the period 2003-2014 for the sum of the five metered accounts at the Buttermilk Site 2. Proposed program calculations are based on year round occupancy to project the maximum potential water use. Buttermilk is currently a winter only operation with minimal, ancillary summer use. For this reason the potential water demand varies significantly from the metered data. 3.City of Aspen Peak Day factor is ratio between maximum monthly usage and peak day usage 4.City of Aspen Average Day Use based on average system use of 165 gpd/ECU (includes system losses) S.City of Aspen Peak day use based on 392 gpd/ECU 6.System loss assumed at 10% Irrigation Uses NIKE Engineering data Irrigated Acres 0.115 Water Application Rate (feet/acre) 2.47 Water Demand (acre feet) 0.284 Water Demand with System Loss (acre feet) 0.312 Resulting Annual (Indoor plus Irrigation)Water Use to be reserved by Aspen for uses on the Buttermilk Site under this Amended Water Service Agreement Gallons Acre Feet Annual Usage 108,642 8.07 Peak Daily Usage 16,464 Notes for total water use reserved 1.The total annual water use is less than the 10 acre feet limitation specified in the November 8, 1993 Water Service Agreement 2.The inside water uses are calculated utilizing the City of Aspen standard usage per ECU at 165 gpd/ECU and a peak day factor of 2.5 3.The outdoor water use is calculated utilizing irrigated area data from the July 14,2014 NKE Engineering report listed above 4. System loss assumed at 10% i rrtw rvv�rz �\ '£ rveNrvroRa.,a cwc Il- e FLOW TEST DATA 'c. DATE 55 14 STATIC_B5 PSI RESIDUAL.58 PSI �t FLOWING 1825 GPM r-' FLOW HYDRANT.25'-D'ABOVE SITE VACINITY T. PLAN o�. N o..E.xo s<�E N SITE PLAN HANGER SPACING LEGEND a.,Fw, n. REVISIONS —TEm DESIGN CRITERIA FLAME OUT 111 110C K FAI` vs ,rz• rPE211' r .e0� nrrR r FaoEa ac�.nv ew Ix enna�eeme. HYd'—IMOrm— ' _ I —^--� sm .Ap oorn•; RISER LEGEND I � I uno sraEw.s - ' N[w. :ep•xp rESrEC er a*rcas env r �• w ,• � env eu. [e G - L j srnrvca ne [ p e — _�. c,cus,urox,e w..eo — - .. ,» a A :. ° y' p� sr y y} 1 srn„K;r,xor« g Hrd 1 1 oox y a p o o. E a- " -_ � I q^moo: :3 `z — - — . - r+pp.wp oa r�xwo°xp � L` ✓_. i� c r � fr, i H d uFc t pa•—� r �r� a= ?» �� d -- RISER DETAIL n scuE NoLE e _ ° 5 a .�o 5 a sA�,ua FIRE PROTECTION PLAN ... --' NOTE: GENERALNOTES 11 El SECTION"A-A" SCALE:1,8'x I-D HANGER SPACING LEGEND SYSTEM DESIGN CRITERIA Sp * . o-r -L,,m m,RESV s «.LF AME U�.T svN NANU. svl NO z s c�,nvu El J11- 11 '� ew Ix cnIerex Exhibit 12 To the Amended and Restated City of Aspen Water Service Agreement dated August 11, 2014,between the City of Aspen, Colorado and Aspen Skiing Company LLC,recorded with the Pitkin County Recorder at Reception No. on (date),regarding Parcel No. Date of this Exhibit: r��Q Updated fireflow provisions for Phase 11, including location, size and description of fire flow storage to serve Phase 11, are attached. 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TYP. a CITY OF ASPEN DEPARTMENT ELECTRIC EXISTING MAXIMUM MINIMUM NOT TO SCALE PROPOSED POTABLE WATER SANITARY STORM TELEPHONE TYPICAL CALL UTILITY NOTIFICATION CENTER OF COLORADO 1- 800 - 922 -1987 CALL 48 HOURS IN ADVANCE OF SOIL DISTURBANCE ACTIVITIES FOR THE MARKING OF UTILITIES DISTRICT SIGNATURES APPROVAL FOR THE CITY OF EN, COLOR�DO, FOR A SIX -MONTH PERIOD AS _ j__, 20 Q� +A ' BY: �L - - -- DEPUTY DIRECTOR WATER, CITY OF ASPEN ON STANDARDS AND SPECIFICATIONS. LEVATIONS PRIOR TO SETTING FINAL GRADE. ION STANDARDS AND SPECIFICATIONS. IF THIS IS IMPRACTICAL AND IF THE NG TO THE CONDITIONS. 70 I 9 3 ... ..... .. 5 �.Z V U e ' ffj i r n Y } F f SITE PLAN NORTH 0 60' 120' 180' 1"=120' (INDEX OF DRAWINGS � NO. � SHEET TITLE PW -00 COVER SHEET PW -01 DEMOLITION SUMMARY PLAN PW- 02 -PW -04 PROPOSED POTABLE WATER PLAN & PROFILE D -1 STANDARD DETAILS WATER LINES (AS PROVIDE BY DISTRICT) Q DESIGNWORKSHOP 120 East Main Street Aspen, CO 81611 (970) 925 -8354 Facsimile (970) 920 -1387 W W W.D E S I G N W OR K S H O P.0 O M NIKE Engineering, LLC PO Box 2118 Engineerin*LLC Lit tleton, CO 80161 (970) 445 -8810 r r Q Z 1 LO 00 Q � OC o � ® W M � Z 0 N W > W W _ OLL O >- �/ ) � _j F- ® =W Q CL O W v% a"w Q z a vI w W W 3 Y '�o ► �. V/ Z ® t T7 Q 2wLL = O W �0 W W =) z a CITY OF ASPEN DEPARTMENT ELECTRIC EXISTING MAXIMUM MINIMUM NOT TO SCALE PROPOSED POTABLE WATER SANITARY STORM TELEPHONE TYPICAL CALL UTILITY NOTIFICATION CENTER OF COLORADO 1- 800 - 922 -1987 CALL 48 HOURS IN ADVANCE OF SOIL DISTURBANCE ACTIVITIES FOR THE MARKING OF UTILITIES DISTRICT SIGNATURES APPROVAL FOR THE CITY OF EN, COLOR�DO, FOR A SIX -MONTH PERIOD AS _ j__, 20 Q� +A ' BY: �L - - -- DEPUTY DIRECTOR WATER, CITY OF ASPEN ON STANDARDS AND SPECIFICATIONS. LEVATIONS PRIOR TO SETTING FINAL GRADE. ION STANDARDS AND SPECIFICATIONS. IF THIS IS IMPRACTICAL AND IF THE NG TO THE CONDITIONS. 70 I 9 3 ... ..... .. 5 �.Z V U e ' ffj i r n Y } F f SITE PLAN NORTH 0 60' 120' 180' 1"=120' (INDEX OF DRAWINGS � NO. � SHEET TITLE PW -00 COVER SHEET PW -01 DEMOLITION SUMMARY PLAN PW- 02 -PW -04 PROPOSED POTABLE WATER PLAN & PROFILE D -1 STANDARD DETAILS WATER LINES (AS PROVIDE BY DISTRICT) Q DESIGNWORKSHOP 120 East Main Street Aspen, CO 81611 (970) 925 -8354 Facsimile (970) 920 -1387 W W W.D E S I G N W OR K S H O P.0 O M NIKE Engineering, LLC PO Box 2118 Engineerin*LLC Lit tleton, CO 80161 (970) 445 -8810 H LL O ISSUE DATE: JUNE 23, 2014 REVISIONS J Q 11 _J DRAWN: DCH REVIEWED: WSO COVER POTABLE WATER PLANS SHEET NUMBER ®COPYRIGHT DESIGNWORKSHOP. INC. r r Q Z W LO 00 Q � OC o ® W M � Z 0 N W > W W _ OLL O >- �/ ) � _j F- ® =W Q CL O W v% MOW� Q z a vI w W W 3 Y '�o ► �. V/ Z ® t T7 Q 2wLL = O W �0 W W =) z ®H Z_ 10- D Z H ca O 0) H LL O ISSUE DATE: JUNE 23, 2014 REVISIONS J Q 11 _J DRAWN: DCH REVIEWED: WSO COVER POTABLE WATER PLANS SHEET NUMBER ®COPYRIGHT DESIGNWORKSHOP. INC. UTILITY LEGEND yYa EXST. FIRE HYDRANT — — UT — EXST. UNDERGROUND TELE. ZvN EXST. WATER VALVE — —UE— EXST. WATER MANHOLE , W,N EXST. WELL ;MW; EXST. MONITORING WELL �- — ST -{ EXST. CULVERT �IJ EXST. IRRIGATION BOX SS EXST. SANITARY SEWER MANHOLE ST EXST. STORM SEWER MANHOLE GB EXST. STORM SEWER CATCH BASIN ,DW; EXST. DRY WELL [G�, EXST. GAS METER 0Gv EXST. GAS VALVE 'f EXST. ELEC. METER CB EXST. ELEC. MANHOLE T] � EXST. TELE. RISER /BOX GV PROP. GAS VALVE OCR EXST. TELE. MANHOLE JB EXST. JUNCTION BOX C) EXST. POST } EXST. TRAFFIC POLE 'Co EXST. CLEANOUT YPP EXST. POWER POLE TP EXST. TELE. POLE — UE — EXST. LIGHT POLE - EXST. GUY WIRE 0 EXST. POST EXST. TRAFFIC POLE C�R EXST. BOULDERS /ROCKS W EXST. PAVED AREAS O A , . 0 G EXST. GAS LINE — — UT — EXST. UNDERGROUND TELE. — _0T— EXST. OVERHEAD TELE. — —UE— EXST. UNDERGROUND ELEC. — _0E— EXST. OVERHEAD ELEC. — _SS— EXST. SANITARY SEWER �- — ST -{ EXST. CULVERT — —ST — EXST. STORM SEWER — - a - — EXST. DITCH FLOW — W EXST. WATER LINE uF❑ EXST. UNDERGROUND FIBER OPTICS TELE. T PROP. FIRE HYDRANT H PROP. WATER VALVE SS PROP. SANITARY SEWER MANHOLE ST PROP. STORM SEWER MANHOLE CB PROP. STORM SEWER CATCH BASIN /AREA INLET DW PROP. DRY WELL GV PROP. GAS VALVE OCR PROP. CLEANOUT OPP PROP. POWER POLE PROP. ASPHALT AREAS PROP. CONCRETE AREAS — G PROP. GAS LINE - - ST — STORM SEWER TO BE REMOVED — — SS— SANITARY SEWER TO BE REMOVED — UE — UNDERGROUND ELECTRIC TO BE REMOVED SS PROP. SANITARY SEWER PROP. CULVERT PROP, STORM SEWER — _W — WATER MAIN TO BE REMOVED W PROP, WATER MAIN OR SERVICE CONNECTION --------- - - - - -- PROP. LIGHT CONDUIT CORRIDOR - - - -- PROP. IRRIGATION MAINLINE, SLEEVE AND EQUIP. ® PROP. IRRIGATION PRV AND CONTROLS OWNER GENERAL CONTRACTOR ASPEN SKIING COMPANY RA NELSON PO BOX 1248 51 EAGLE ROAD #2 ASPEN, CO 81612 AVON, CO 81620 970 - 923 -8758 970 - 949 -5152 CIVIL ENGINEER NKE ENGINEERING, LLC PO BOX 2118 LITTLETON, CO 80161 970 - 445 -8810 U AL AL V 4KO 0 In rnMJMA MA COA. C CITY OF ASPEN DEPT. D DEPARTMENT ELEC. E ELECTRIC EXIST. E EXISTING MAX. M MAXIMUM MIN. M MINIMUM NTS N NOT TO SCALE PROP. P PROPOSED PW P POTABLE WATER SAN. S SANITARY STM. S STORM TELE. T TELEPHONE TYP. T TYPICAL 'k. CALL UTILITY NOTIFICATION CENTER OF COLORADO 1 -800- 922 -1987 CALL 48 HOURS IN ADVANCE OF SOIL DISTURBANCE ACTIVITIES FOR THE MARKING OF UTILITIES DISTRICT SIGNATURES APPROVAL FOR THE CITY OF EN, COLOR DO, FOR A SIX -MONTH PERIOD AS_;__, 20 I �'___. BY: �S1 VC�; DEPUTY DIRECTOR WA ER, OF ASPEN GENERAL NOTES 1. ALL WATER UTILITY WORK SHALL BE DONE IN ACCORDANCE TO THE CURRENT CITY OF ASPEN 2014 WATER DISTRIBUTION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR SHALL EXPOSE EXISTING UTILITIES IN THE VICINITY OF PROP. WATER MAIN WORK ACTIVITIES TO VERIFY ELEVATIONS PRIOR TO SETTING FINAL GRADE. 3. WATER LINE CROSSING WITH SANITARY SEWER LINE WATER LINE WILL CROSS A MINIMUM OF 18" ABOVE A SANITARY SEWER LINE PER CITY OF ASPEN WATER DISTRIBUTION STANDARDS AND SPECIFICATIONS. IF THIS IS IMPRACTICAL AND IF THE SANITARY SEWER LINE CROSSES ABOVE THE WATER LINE, SPECIAL CONSTRUCTION METHODS WILL BE USED ACCORDING TO THE CONDITIONS. n n n n V ''•'" � �� � ; r ';ter t Oy y k> O U � v j r l 3 f r -------- ,!vyw?/ , xt SITE PLAN NORTH 0 60' 120' 180' I"=120' INDEX OF DRAWINGS NO. SHEET TITLE PW -00 COVER SHEET PW -01 DEMOLITION SUMMARY PLAN PW- 02 —PW -04 PROPOSED POTABLE WATER PLAN & PROFILE D -1 STANDARD DETAILS WATER LINES (AS PROVIDE BY DISTRICT) DESiGNWORKSHOP 120 East Main Street Aspen, CO 81611 (970) 925 -8354 Facsimile (970) 920 -1387 W W W.D E S I G N W O R K S H O P.0 O M NKE Engineering, LLC PO Box 2118 Engineering, LLC Littleton, CO 80161 (970) 445 -8810 r Q � Z W 00 Q O „W � 03: N Q ® W J WW OLL O Q 0 F- COO 5; � W LL Q a Q W ® F- 0 m d JF— Q = �^ 0 v w Z ^� ♦♦ uj Z W F- O J ®Za a Z W 0 t/J F— U- 0 ISSUE DATE: JUNE 23, 2014 REVISIONS DRAWN: DCH REVIEWED: WSO A SHEET NUMBER COPYRIGHT DESIGNWORKSHOP, INC. SITE PLAN NORTH 0 60' 120' 180' I"=120' INDEX OF DRAWINGS NO. SHEET TITLE PW -00 COVER SHEET PW -01 DEMOLITION SUMMARY PLAN PW- 02 —PW -04 PROPOSED POTABLE WATER PLAN & PROFILE D -1 STANDARD DETAILS WATER LINES (AS PROVIDE BY DISTRICT) DESiGNWORKSHOP 120 East Main Street Aspen, CO 81611 (970) 925 -8354 Facsimile (970) 920 -1387 W W W.D E S I G N W O R K S H O P.0 O M NKE Engineering, LLC PO Box 2118 Engineering, LLC Littleton, CO 80161 (970) 445 -8810 r Q � Z W 00 Q O „W � 03: N Q ® W J WW OLL O Q 0 F- COO 5; � W LL Q a Q W ® F- 0 m d JF— Q = �^ 0 v w Z ^� ♦♦ uj Z W F- O J ®Za a Z W 0 t/J F— U- 0 ISSUE DATE: JUNE 23, 2014 REVISIONS DRAWN: DCH REVIEWED: WSO A SHEET NUMBER COPYRIGHT DESIGNWORKSHOP, INC. DESiGNWORKSHOP 120 East Main Street Aspen, CO 81611 (970) 925 -8354 Facsimile (970) 920 -1387 W W W.D E S I G N W O R K S H O P.0 O M NKE Engineering, LLC PO Box 2118 Engineering, LLC Littleton, CO 80161 (970) 445 -8810 r Q � Z W 00 Q O „W � 03: N Q ® W J WW OLL O Q 0 F- COO 5; � W LL Q a Q W ® F- 0 m d JF— Q = �^ 0 v w Z ^� ♦♦ uj Z W F- O J ®Za a Z W 0 t/J F— U- 0 ISSUE DATE: JUNE 23, 2014 REVISIONS DRAWN: DCH REVIEWED: WSO A SHEET NUMBER COPYRIGHT DESIGNWORKSHOP, INC. ISSUE DATE: JUNE 23, 2014 REVISIONS DRAWN: DCH REVIEWED: WSO A SHEET NUMBER COPYRIGHT DESIGNWORKSHOP, INC. 31 G Eel EN 101 EN N &I Q Q G (D N Re (D no k_1V . - - M '01I _'. ", .... . - . - " � . .. ... . ... . - .,,W.. .- ,�, �%,';-. , I— .111, X , I 0.,W'..' _ - �'... ., ,� - -, - ' .., ....." . , �_ - , .". 11,.:.. ...'. . , I 1 ..... .. "I'll --.�'s ...... �-"`. ....".. /'*.. '� ... . . 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C) W ,.:, W LLJ :� M M 0 �- 0 < z (� =) vF- 4 1: Cl) W16M =j U) w I w .J WZ� 1-:11 .., �_ Cf) Z � > Y. 0 < 0 F- v7 - I (L F- LJ 1 U.:r - w 2 w w it a 0 F- Uj �- >. =) 5; Cl) F- 0 _J wZ C/) < a :) z I 0 W U w 0 F- Z Ll W 10M 1: (L 0) = M Z F- 3: L< ca 0 C/) F- LL 0 - ISSUE DATE: June 23,2014 REVISIONS DRAWN: REVIEWED: WSO — — DEMOLITION SUMMARY PLAN - - I SHEET NUMBER Pw - 01 - - - (DCOPYRIGHT DESIGNWORKSHOP, INC. O u 0 O NOTES: 1. EXISTING 8" PRV TO BE REMOVED AND REUSED. VAULT TO BE REMOVED AND AN 8" DIP SOLID PIPE TO BE INSTALLED FROM EXIST. VALVE (NORTH) TO SOLID SLEEVE (SOUTH). 2. EXIST. VALVE TO BE REMOVED AND THE TEE JOINT PLUGGED. 3. EXIST. PW LINE TO BE DISCONNECTED AND NEW LINE ATTACHED WITH VALVE. M n 0 © I_ o .c TCyLoN ,�� ; � �..: �0. � 22 0�? ^'s\ ? 3 `. 1086 y .. W -03 FOR CO �� s N u V { /, // • fSf F . 0' 20 +50 21 +00 21+50 22 +00 22 +50 20 +00 7880 19 +50 20 +00 20 +50 21+00 21+50 22 +UU LL,-Jv O 0 N O K Cl DESIGNWORKSHOP 120 East Main Street Aspen, CO 81611 (970) 925 -8354 Facsimile (970) 920 -1387 W W W.D E S I G N W O R K S H O P.0 O M NKE Engineering, LLC PO Box 2118 Engineering, LLC Littleton, CO 80161 (970) 445 -8810 t QY/ WY� O r Cn W ch Q ® LV N j W W 0 O � ) 0 F-' U v� c� =w Q p. oW� m ��� m O aZa � = cf) Z �-- J W `� ° a LL_� W 0 w Z W Q —' W W O Z a' F—� viz a� =a ZZ 0 0) U. 0 ISSUE DATE: JUNE 23, 2014 REVISIONS DRAWN: DCH REVIEWED: WSO PROPOSED POTABLE WATER PLAN • PROFILE SHEET NUMBER PW - 02 000PYRIGHT DESIGNWORKSHOP, INC. 108 G I 01 M M G 9 rel Q Q Q G ... .... ... ... .... ... - . .. . . ...... . . .... �A .. ... .... .. ... .... ... VA . . ... ... .. ........ . % V, E XST. ""SUMMIT EXPRESS GRAVEL . . . . .... .... . . . . . 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S., 4 L $T SS _SS EX. 8 _SS_ —S&— —SS--= —S SS SS G EX. 6" G _E X. 8 —G G _G _G G 7:7: w7! X. G CB17_ W x—jix W W W W, !-�?_6m- Q G G) ...... . . ............ EX r�.,, A 0 RCP ST CQ 12" C..... ..... T 77996 ... ..... 'i36"' ....... ...... ... Z....... ...... . . . ..... ... . I (D 0 )3 G 3w, DESIGNWORKSHOP 120 East Main Street Aspen, CO 81611 (970) 925-8354 Facsimile (970) 920-1387 W W W. D E S I G N W 0 R K S H 0 P. C 0 M NKE Engineering, LLC PO Box 2118 Littleton, CO 80161 ngineering, LLC (970) 445-8810 z 00 uj 0� 0) a) w 0 ax LL w uj 0 0 0 r _j - 0 0 y LL LLJ qC::L C/) 0 LLj w w IM M 0 n Cj) Mwj LLI CQ Z 0 a. i b ULj u- —iR wo 0 it UJI 0 _j U) Iq LL1 z CL 0 w (.5 Z CL w (L Z 3: ?5 0 U) F- U. 0 ISSUE DATE: June 23,2014 REVISIONS DRAWN: REVIEWED: WSO NORTH 0 26' so, 100, 1"=501 POTABLE WATER SUMMARY PLAN SHEET NUMBER Pw - 01 OCOPYRIGHT DESIGNWORKSHOP, INC. V) A -0- .... ........... . ... . . . . ....... .. (D 0 )3 G 3w, DESIGNWORKSHOP 120 East Main Street Aspen, CO 81611 (970) 925-8354 Facsimile (970) 920-1387 W W W. D E S I G N W 0 R K S H 0 P. C 0 M NKE Engineering, LLC PO Box 2118 Littleton, CO 80161 ngineering, LLC (970) 445-8810 z 00 uj 0� 0) a) w 0 ax LL w uj 0 0 0 r _j - 0 0 y LL LLJ qC::L C/) 0 LLj w w IM M 0 n Cj) Mwj LLI CQ Z 0 a. i b ULj u- —iR wo 0 it UJI 0 _j U) Iq LL1 z CL 0 w (.5 Z CL w (L Z 3: ?5 0 U) F- U. 0 ISSUE DATE: June 23,2014 REVISIONS DRAWN: REVIEWED: WSO NORTH 0 26' so, 100, 1"=501 POTABLE WATER SUMMARY PLAN SHEET NUMBER Pw - 01 OCOPYRIGHT DESIGNWORKSHOP, INC. DIP CAP WIrB END OF PPE STA77C PRESSURE = 200 PSI Pipe Diameter BENDS TEE OR DEAD END BENDS TEE OR DEAD END 2-8 11 -114 22 -1/2 45 90 0.6 DEAD END WYE TRENCH W/D AS SPEClf7ED SEE TABLE FOR AREA SECTION TEE rOF CONCRETE TO BEAR BARS ON UNDISTURBED EARTH SE£ TABLE MIN /MUM THICKNESS FOR B£ANNG £OUAL 70 PIPE O.D. AREA EACH MDE GA TE VAL VE 90', 45, 22.5*, OR 11.25* ELBOW, HORIZONTAL OR CONCRETE KICKBLOCKS BOTTOM OF VERTICAL MIN /MUM SURFACE BEARING AREA (IN SQUARE FEET) NOTES. 1. ALL BENDS AND FITTINGS SHALL HAVE MEGA LUGS" IN ADDITION TO CONCRETE KICKBLOCKS, INCLUDING THOSE WITH 77E RODS. 2. ALL DOUBLE BENDS SHALL HAVE MEGA LUGS' BETWEEN EACH BEND AND THE CONNEC77NG SPOOL AND ON AN 18 -FOOT LENGTH OF PIPE EACH WAY FROM THE DOUBLE BEND. J. PROV106 POLY -WRAP 'BOND- BREAKER" BETWEEN DIP AND CONCRETE: 4. ALL BENDS, FITTINGS, AND RESYRA/NT SMEMS SHALL MEET AWWA STANDARDS STA77C PRESSURE = 150 PS/ STA77C PRESSURE = 200 PSI Pipe Diameter BENDS TEE OR DEAD END BENDS TEE OR DEAD END 2-8 11 -114 22 -1/2 45 90 0.6 11 -114 22 -11-7 45 90 Z0 6" 1.00 1.25 2.50 4.50 325 1.00 1.50 1 3.00 5.50 4.00 8' 1.00 225 4.25 800 550 1.25 2.75 1 5.00 9.50 6.75 10" 1.75 1.125 6.50 12.00 850 2.00 400 1 775 1425 10.00 12' 225 4.75 9.00 16.75 12.00 275 5.50 11.00 20.00 14.00 14° 2.75 525 10.00 19.00 16.00 325 6.50 12.75 23.50 19.00 f6' 350 7.00 f i50 2475 20.50 425 850 16.50 M. 50 2475 18' 4.50 850 1700 1 31.00 1 26.00 5.25 10.50 lza, 75 38010 31.00 NOTES. 1. ALL BENDS AND FITTINGS SHALL HAVE MEGA LUGS" IN ADDITION TO CONCRETE KICKBLOCKS, INCLUDING THOSE WITH 77E RODS. 2. ALL DOUBLE BENDS SHALL HAVE MEGA LUGS' BETWEEN EACH BEND AND THE CONNEC77NG SPOOL AND ON AN 18 -FOOT LENGTH OF PIPE EACH WAY FROM THE DOUBLE BEND. J. PROV106 POLY -WRAP 'BOND- BREAKER" BETWEEN DIP AND CONCRETE: 4. ALL BENDS, FITTINGS, AND RESYRA/NT SMEMS SHALL MEET AWWA STANDARDS CONCRETE THRUST RESTRAINT DETAILS TRENCH TO BE BRACED OR SHEETED AS NECESSARY FOR THE SAFETY OF THE WORKMAN & 77HE PROTEC77ON OF OTHER UR7LMES IN OPEN FIELD ExISTING DIRT OR TOPSOIL AREA T ` 2 1;R1 w ACE S77REET CUTS PER ASPEN CUT REQUIREMENTS COA DRAWING ENG 210 -T EX /ST. ASPHALT TO BE ASPHALT / 54W CUT FULL DEPTH TYR. �. OVFR/A4P `- ADD 1770NAL ASPHAL TRENCH WIDTH -AGGREGATE BASE COURSE CLASS 6 ROADWAY FABRIC PIPE DIAMETER STA77C PRESSURE a 250 PSI STA77C PRESSURE - 3010 PSI Pipe Diameter BENDS TEE OR DEAD END BENDS TEE OR DEAD END 2-8 11 -114 22 -1/2 45 90 0.6 11 -114 22 -112 45 90 Z0 6" 1.00 1.75 3.50 6.50 4.50 1.50 2.00 4.00 725 5.00 8' 1.50 3.00 6.00 11.00 775 1.75 3.50 6.75 12.50 9.00 10" 225 450 9.00 16.50 11.75 275 5.25 1x25 18.75 1.125 12' 3.25 1 6.50 12.50 2325 16.50 3 75 7.50 14.50 26.50 1875 14" 4.00 1 7.75 15.00 2800 22.00 4.50 9.00 17.50 32.25 25.00 16' 5.00 10.00 19.50 36.00 2850 5.75 11.50 250 41.50 32.50 18' 6.25 12.50 F4.50 45.25 36.00 725 14.50 28.25 52.25 41.00 CONCRETE THRUST RESTRAINT DETAILS TRENCH TO BE BRACED OR SHEETED AS NECESSARY FOR THE SAFETY OF THE WORKMAN & 77HE PROTEC77ON OF OTHER UR7LMES IN OPEN FIELD ExISTING DIRT OR TOPSOIL AREA T ` 2 1;R1 w ACE S77REET CUTS PER ASPEN CUT REQUIREMENTS COA DRAWING ENG 210 -T EX /ST. ASPHALT TO BE ASPHALT / 54W CUT FULL DEPTH TYR. �. OVFR/A4P `- ADD 1770NAL ASPHAL TRENCH WIDTH -AGGREGATE BASE COURSE CLASS 6 ROADWAY FABRIC PIPE DIAMETER MIN /MUM W9D7H A94XIMUM WIDTH 22 -112? 2' •I. _ LINE F7N/SH GRADE 2-8 0.5 3-0 FLEVA770M 0.6 4 -O' FILTER FABRIC TRENCH W297H OVER BEDDING ASPHALT ZONE N 314' SCREENED ROCK + r m 6' MIN. 1) ASPHALT ZONE SHALL BE INSTALLED PER CITY OF ASPEN ROAD STANDARDS AND ROAD CUT PERMIT 2) BACKFILL ZONE SHALL BE /NS71LED PER CITY OF APSEN ROAD STANDARDS AND APPLICABLE PERMNITS 3) BEDDING ZONE SHALL BE: SCREENED ROCK 4) COMPAC77ON REQU IREMENTS PER CITY OF ASPEN AND C DOT WA TER MAIN TRENCH CROSS SECTION N. T.S. Jurnberl Revision Description By Date ft V re 0 I PLACE BOX AT AND ACCESSIBLE PO /NT AT OR NEAR THE PROPERTY LINE VAL M OVA 7' MIN. 12' MAX USE SOLID 6' DIP PIPE W/ APPROVAL OVER 10' CAD WELD ALL JOINTS AND FITTINGS 112" VALVE BOX COVER MARKED 'WATER" Gdd4DE STOP OF VALVE BOX 70P BE 112' BELOW KNISH OWE 2" SQUARE NUT BRICK WA7ER ALAN G41F --� • ' SEE CONCRETE REACAON BLOCK VALVE DETAIL - UNSUITABLE SOILS ONLY TYPICAL GA ATE VAL VE N. TS, NOTES• f. ALL VALVES 70 BE MJ x M1 MUELLER VALVES OR PRE APPROVED EQUIVALENT WIT/•/ MEGA LUGS 2. NO VALVES IN CURB, GU77ER, OR VALLEY PANS INSTALLED VALVES WHICH CONFLICT WITH CONCRETE AREAS SHALL BE RELOCATED AT THE CONTRACTORS EXPENSE J. ALL -V/WS AND RrnNGS 707 BE CAD WELDED AS >MZP COAMCT AS RBfiDf/A M BY FD VA&F 70 ME PUMPER NOZZLE SHALL FACE 7R MC O ACCESS FLANGE THREE PIECE - AD✓USTABLE VALVE BOX 1/N. ;R" ww www ww w ww' w w - w w w www www - - ww ' www www www w w �ww w ClYr Ar ASPEN NNAM AfPA9TNW N07F ALL DETAILS ARE SUBJECT TO CHANGE BASED UPON CURRENT CONS7RUC770N TECHNIQUES FIELD CONDMONS, AND SOIL CONDmONS. CITY OF ASPEN RESERVES 7XF RIGHT 70 CHANGE OR MODIFY 7HE3W DETAILS AT ANY TIME. CITY OF ASPEN /S REQUIRED 70 BE CONTACTED PRIOR 70 USE OF THESE DETAILS 970-920-511a NOT 727 BE USED W/7HOUr C17Y OF ASPEN CONSENT. A4LNHOLF QQNSM rir MN NO7E5- M 1N/N,(1" VOL(.Nf OF CONC2E7E FOR F /TTING 1A6pT /CAL TAQUST BL OC,< IN CU M5 BEND - ANGLE PIPE SIZE PROPERTY 22 -112? 2' •I. _ LINE F7N/SH GRADE 0.3 0.5 6" FLEVA770M 0.6 LID 112" BELOW CORPORA STOP �c NO. 4 SOLID BAR£ Z0 6 318" O.D. SCH. 40 L7 RNAL GRADE MUELLER W COPPER THAW WIRE' 1F 27 EXTENSION TYPE CURB CC X COMPRESS /ON c0i = BRAZE OR CLAMP TO FIXED LADDERS PER BOX W ARCH PATTERN ARCH WI " h CORP. STOP -RUN TO OHSA 1910.27 84SE 1 UPPER 2 8 TOP OF CURB BOX 6' FZxM/ NON - SEC770N, PENTAGON GRADE RINGS FOR R7NE 15 (SEE WATER HEAD PLUG. 1 112" & LARGER GRADING AS REWIRED io Q D/S7R/BU770N REQU IRES LARGER BASE (6' WALL) S C /l/- ..- h GATE VALVE 16 1 STANDARDS ) PLACE 112 CU. FT. OF PROTECT DRAIN TYPE K COPPER GRAVEL AROUND BOX ` f0707FR (T?P) • 77E SERVICE HOLES STE>'S PRECAST MANHOLE •, TO BUILDING MAIN SIZE x 4" TEE • .f" 0" BARREL S PIPE 7I LENGI AS REQUIRED 4 0, CAP / 'THAW W/RE ' t CURB STOP - LAY COPPER AT UNIFORM MEELLER TYPE BALL SLOPE PAST GOOSENECK VALVE COMPRESS /ON TYPE 2' APT TAP FOR COMBINA TON NR/VAC CONCRETE VE•R77CAL AND 4" TAPPED CAP. INSTALL 2" P/P/NG, BRICK FOR ALL NON - DIRECT TAPS ON SERVICE LINES PROVIDE SS DOUBLE STR4P EPDXY COAT EV SERVICE SADDLE (NOT SHOWN) W /SS BOLTS ` TYP. WATER SERVICE DETAIL VAL M OVA 7' MIN. 12' MAX USE SOLID 6' DIP PIPE W/ APPROVAL OVER 10' CAD WELD ALL JOINTS AND FITTINGS 112" VALVE BOX COVER MARKED 'WATER" Gdd4DE STOP OF VALVE BOX 70P BE 112' BELOW KNISH OWE 2" SQUARE NUT BRICK WA7ER ALAN G41F --� • ' SEE CONCRETE REACAON BLOCK VALVE DETAIL - UNSUITABLE SOILS ONLY TYPICAL GA ATE VAL VE N. TS, NOTES• f. ALL VALVES 70 BE MJ x M1 MUELLER VALVES OR PRE APPROVED EQUIVALENT WIT/•/ MEGA LUGS 2. NO VALVES IN CURB, GU77ER, OR VALLEY PANS INSTALLED VALVES WHICH CONFLICT WITH CONCRETE AREAS SHALL BE RELOCATED AT THE CONTRACTORS EXPENSE J. ALL -V/WS AND RrnNGS 707 BE CAD WELDED AS >MZP COAMCT AS RBfiDf/A M BY FD VA&F 70 ME PUMPER NOZZLE SHALL FACE 7R MC O ACCESS FLANGE THREE PIECE - AD✓USTABLE VALVE BOX 1/N. ;R" ww www ww w ww' w w - w w w www www - - ww ' www www www w w �ww w ClYr Ar ASPEN NNAM AfPA9TNW N07F ALL DETAILS ARE SUBJECT TO CHANGE BASED UPON CURRENT CONS7RUC770N TECHNIQUES FIELD CONDMONS, AND SOIL CONDmONS. CITY OF ASPEN RESERVES 7XF RIGHT 70 CHANGE OR MODIFY 7HE3W DETAILS AT ANY TIME. CITY OF ASPEN /S REQUIRED 70 BE CONTACTED PRIOR 70 USE OF THESE DETAILS 970-920-511a NOT 727 BE USED W/7HOUr C17Y OF ASPEN CONSENT. A4LNHOLF QQNSM rir MN NO7E5- M 1N/N,(1" VOL(.Nf OF CONC2E7E FOR F /TTING 1A6pT /CAL TAQUST BL OC,< IN CU M5 BEND - ANGLE PIPE SIZE 11-114? 22 -112? 45? 4" 0.2 0.3 0.5 6" 0.3 0.6 OR EQUAL 8" 0.5 Z0 6 318" O.D. SCH. 40 L7 /0" 00 14 GALV STEEL PIPE 7. 27 *41l 40 CU WS POP /2' • 457 1. USE RUB -R -NEX PREFORMED G45KET (2 LAYERS) OR GROUT /N PLACE BE7WF£N ALL BOTR7M SE0770N, BARREL SECAONS, CONCRETE GRADE RINGS, AND 70P CAS77NGS. 2. 84CKRIL W/1rH/N 24' OF MANHOLE. CLASS 2 AGGRECA7F OR NA77VE MATERIALS WITH L ESS 77M 3" SIZE. 3 PRECAST "XS OR METAL RISER RING COURSE SHALL BE IMUZED WHERE REQUIRED WITH 2 COURSES MIN /MUM AND 12 COURSES MAXIMUM (2 MIN /MUM, 12" MAX /MUM HEIGHT). 4. GRADE AD✓US7MF)VT AS FOLLOWS. GREATER 71M, OR EOUAL 707 1 FOOT, CONCRETE L34RREZ S£C77ONS,• LESS THAN 1 FOOT, CONCRETE* OR METAL GRADE RINGS. 5. FINISH GRADE AS FOLLOWS- w7H ASPHALT OR CONCRETE PAVEyews FLUSH, WITH 34SE COURSE SURFACE OR D/RrI70PSOX -3' BELOW GRADE. FABR /GATED METAL VENT SCREEN-- 1 24' , •ABU P5177 W TO LW /rRWr Ti�/4!N%A/VT%4R5rBLOOM y=0 ROW AAD PM To av coArm AM � W1PAPli�� � COAC)MTe 77•AL,6rALOCK 70 acL Pw PBUIC.AL a91G6 W/774 ANLPWARD 7AR -GT. LW rAB EaM0W 70 SIM 774abra:O K ALL P77"704;6 70 LAW TA(A;t T a:001'Si TWAA 4r e:a eQ.p:o:. WAP 2-&4 9PDXr-COA TM aRW ARU LW AEW TO AACY•K.1 P TO TWaSrALOGXASSS4t7►MV Af#V 24'LEi1KsW a: A : A.'.° PROWEEOGi%C* TP7Fab7BL'OCKW/714AM/N4LN6LAQi6W &AFAW AREA AS S°L�r-M A,CO2MTAL aWS L� OALYPGP WWT /CAL MM75W/774DOWOVARO 7fRter. 1 IC-0 77//`1 A / TU O IIC-'%7- /-T A// �-- C.I. R/NG & COVER V L I I I vi i L- / / / / I y .J / LJ L L/ li / \ L/ L / /`1 / L- fARQ4NT ms`s FROST RET LID AT BURY LINE OR EQUAL 6 318" O.D. SCH. 40 ExTENSION(S) GALV STEEL PIPE 7. GROUT IN FIELD BREAKAWAY METAL COUPUNG FIXED LADDERS PER 8712' DIP WATER MANN OHSA 1910.27 WRAP fH IN PLAS77C " REINFORCED CONCRETE 12 MAX 6' FZxM/ NON - GRADE RINGS FOR R7NE WERE IN CONTAT WITH GRADING AS REWIRED (6' WALL) h GATE VALVE 16 1 PROTECT DRAIN PRECAST ECCENTRIC • CONE, 3' HIGH ` f0707FR (T?P) LAS77C HOLES STE>'S PRECAST MANHOLE •, BRICKS MAIN SIZE x 4" TEE .f" 0" BARREL S PIPE 7I LENGI AS REQUIRED WRAP GRAVEL / .. W /4" LEG VER77CAL / COMBJNA770N A/R/VAC VALVE INSTALL MAIN LINE S/ZE x 4" 7FE WNTH 4" LEG \ \ , 'r 2' APT TAP FOR COMBINA TON NR/VAC 2" VE•R77CAL AND 4" TAPPED CAP. INSTALL 2" P/P/NG, \ \ / VALVE UN /ON 2" GA T£ VALVE, 2" ARV W/TH 2" DISCHARGE LINE ` OU77! ��: 2' GA7E VALVE %W PIPED W/TH 180 RETURN M✓xfZ / 2" NPT TAP -I-7" \ CONCRETE L� ; �-- £LEV AT BURY LINE ExTENSION(S) CURB & GUTTER AS NECESSARY WRAP fH IN PLAS77C 6' FZxM/ NON - WERE IN CONTAT WITH RISING STEM! CONCRETE h GATE VALVE PROTECT DRAIN HOLES BRICKS WRAP GRAVEL W/FlL7ER FABRIC '`';<' TO KEEP RNES OU77! ��: M✓xfZ UND/STRRBED SOIL -► -I-7" CONCRETE L� ; REAC7701V ONC. BLOCK BLOCKS 112 CU. YD OF 112 PROVIDE TWO 314" COR -TE"N SEE CONCRETE COURSE GRAVEL 77E RODS EYE BOLTS &NUTS REAC77ON BLOCK DRAIN U47ER /AL AT ENGINEERS R£OU£ST DETAIL NOTES:• 1) ALL cTMNGS FROM MAIN TO HYDRANT SHALL USE MEGA -LUGS, (77E -RODS AT ENGINEERS REQUEST), AND THRUST BLOCKS. TEE TO BE MJ X FLANGED GV TO BE FLANGED X MJ 2) HYDRANT, VALVE AND R777NGS TO BE 250 P.S.I. RATED. 3) ALL HYDRANT LEAD PIPING TO BE 6' D.I.P. 4) HYDRANT LOCATION 70 BE PER COA FIRE DEPT. REQU IREMENTS F-OR DISTANCE FROM BACK OF CURB OR EDGE OF SHOULDER TO FIRE HYDRANT 5) MEELLER FIRE HYDRANTS TO BE USED 6) CAD WELD ALL JOINTS AND f7777NGS 7) SW /VEL TEE MAY BE USED U1 i Y Ur- A6M-N WATER DEPARTMENT FIRE HYDRANT ASSEMBL Y INSTALLATION DETAIL ALL WATER LINE EXTENSIONS N07F.• ALL S464LL PIPING 70 BE 7HRE40ED \ �` � / GALVANIZED SCH. 40 STEEL PIPE. >: • . 12" x 12' FOOTER r • , i /; % : e a R£/NFiORCE W/ 3-f CONT. (3' cover) PLAN \ \� 12 OF 314 SCREENED ROCK BELOW P /AE,• NOTE.• PIPE COVER AS SPECIFIED I //� % PLACE ROCK 70 M /DPaNT OF PIPE EL EV A /TON LOCA7F AT ANY HIGH POINT IN THE Sn7FM REG4RDLESS OF DESIGN DRAWING LOCA77ONS OR IF NOT SHOWN ON DRAWINGS COMBINATION AIR VA L I /E MANHOLE DETAIL N. T.S. STANDARD DETAILS FOR WATER LINES a T, Braes 7rtSE s/2• as - rZ TO SS S7RZAR HOOK Miµ 0 y a� (� ri C.R.B. 70 BE SIZED FOR THE 70TAL REACTION OF B07H PIPES. WATER UNES• AT SAM£ aEVAT/ON ADJA CENT WA TER LINES IN THE SA ME TRENCH ROADBASE T CON7RACTOR 70 DEFLECT JOINTS STORM DRAIN AS REQU IRED 70 MAINTAIN 18' M /N. SEPARA770 V W/ NO ADD1770NAL HCR£ATEDNIS OR LOW POINTS EW WA7ERUNE NSULA770V FOR WA7ERUNE (SEE /NSUL47TON SECTION BELOW) ELEVA TION WA TERLINE/CUL VERT CROSSING 6' OF POLYSTYRENE (LOCATED ALONG MD ON TOP OF PIPE) NO SCALE 6 PER TRENCH CROSS S£C77ON" INSULA TION SECTION NO SCALE REPLACE IWTH C -900 USE SOLD SLEEVE COUPLINGS IF Lb4MAG£D � - - - - - - � fERNCO TYPE MOT ALLOWED SEWER I _ fo• I fo' I O MPAC7ED AnW8941W U47ERAL CONDITION /1: NEW WATER UNA( BELOW E(/ST. SEWER MAIN HEAVILY COMPACTED CENTER f FULL JOINT IMPORTED OR NATIVE M71 O OR LEAN CONCRETE WATER RIPIACE WITH C -900 IF EXPOSED OR LA" IF • ' ' O life' USE SOLD SLEEVE COUPLINGS SEWER FERNCO TYPE NOT ALLOWED CONDITION 12. NEW WATER MANN LESS THO 18' ABOVE EXIST. SEWER AWN 1) SEWER LINE 70 BE CONSTRUCTED OF ONE JOINT (18' MIN /MUM) OF C -900 PVC, a?-18 RP& CEN7ERED ON SEWER/WATER LINE POR PERPENLHCULW CROOMM FOR SKEW CROSSINGS, USE C -900 PIPE UNTIL HOR/ZOA?AL SEPARATION E=kWS f0: 2) SEE ACSD DETAILS AND SPEC/F7cvnvS FOR ADDII;M4L INF07RM4770N ON WATER AND SEWER LINE CROSSINGS WA TER / SEWER CROSSING L ��� Water DESIGN: GDD DETAIL: GDD PROJECT NUMBER Engineers, Ltd. CHECK: GDD AA ALL DEVELOPMENT Asp nCOOrado 81611 F970.925.197� DATE: JANUARY 25, 2010 Drawing Number: D -1 C I a 11 NORTH I I v I y 1 y 1 V 0 10' 20' 40' HORZ: 1"=20' VERT: 1 " =4' G� U I ® I O rvIC`T L/\IJ I . T VLP1 Vr%L 90 -48 AB KC KG PRV (FLG.) DETAIL EXIST. N.T.S 1 PRV VAULT HWY 82 rvlC`T 25 +50 26 +00 26 +50 27 +00 27 +50 28 +00 28 +50 29 +00 7880 7RRn ❑o 25 +50 26 +00 Cl 26 +50 27 +00 27 +50 n 28 +00 28 +50 F 1 29 +00 Fla NEAR BUMPS BUILDING rmur. o x o x o i tt �ULA33 Z)Z) MAIN DETAIL 2 PROP. SYSTEM CONNECTION AND PRV REPLACEMENT AT EXIST. PRV HWY 82 N.T.S RE v IS N Aspen Skiing Company DESIGNWORKSHOP 120 East Main Street Aspen, CO 81611 (970) 925 -8354 Facsimile (970) 920 -1387 W W W.D E S I G N W OR K S H O P.0 0 M NKE Engineering, LLC PO Box 2118 Engineering, LLC Littleton, CO 80161 (970) 445 -8810 ISSUE DATE: JUNE 23, 2014 REVISIONS DRAWN: DCH REVIEWED: WSO PROPOSED POTABLE WATER PLAN & PROFILE SHEET NUMBER :17MI M1, COPYRIGHT DESIGNWORKSHOP, INC. r r z Z W � a 0 o u/ Li■ ~ � Q O LV ch Z Q0) J W W ou- o >- Q H C o P U -Fr- W < CL 0 (9 co OW.-. mpLLJL� m aza 0 J W z '-Z =° U) Z F- CIS �> �15 °a W LL_� W W :) z O H z a � 0)a. Z H m o0) �LL 0 ISSUE DATE: JUNE 23, 2014 REVISIONS DRAWN: DCH REVIEWED: WSO PROPOSED POTABLE WATER PLAN & PROFILE SHEET NUMBER :17MI M1, COPYRIGHT DESIGNWORKSHOP, INC. as in 130 leis ■ ■ 02 1-, NORTH 0 10, 20' 40' HORZ: 1"=20' VERT: 1"=4' ■ ■ 07% 03 1 U4 I US I U6 I ul I I 11V DI \ ................. ......... ............ M 22+50 7880 23+00 . . . . . . ............ . . G G G G G G . ..... G L==' 77= UT UT G G —G UT .......... ................ GG .............................. ...... . . . . .......... G U-f —G 3JT ........................... ...................................................... . T UT ----:UT" UT- - —UT- UT T . . .. .... . ....... —UE— —UE— UE— —UE UEt— UQ— UE UE UE a., ............. ........ .......... . .. ........... ........... ..... .. ......... .. ............ ......... .. C ................ . . .. ..... ............ ........... ... ........... ................ WATER VALVE TYP. (SEE D-1 THRUST BLOCK TYP. SA SEWER SERVICE FOR DETAILS) (SEE SHEET D-1 FOR DETAILS) CROSSING MIN. 18" M EWER SERVICE ABOVE WATERLINE IQ 2J NG MIN. 18" ... ...... . . . .... . ... WATERLINE Q -ss— SS SS! 1:1"--Ss-�� SS —SS SS SS S SS k!�, -- -- - ------------- - - - -- - 14 +00 25+00 C% SS P crt ROP 8" POTABLE WATERLINE U) . . . . . . ........... ............. ........... .. .......... . .... ...... . ....... . . . ... .... Z_ - - - ----------- - - \ rn HYDRANT SU L LINE CROSSING ............... MIN, 18"' BELOW PROP. 4" PW SERVICE LINE STM. SEWER j........ . ......... . ........ .......... U) j Ov PROP. HYDRANT �1. V MC (SEE SHEET D-1 FOR DETAILS)' - �K'A PROP. SS E G tIT UE -S BUILDING :1 F, A �.-1 N f 23+50 7870 1 , GAS CROSSING .... ............. . . . ............. ............. ............. .......... ............ ............. --_ mr 24+00 24+50 25+00 25+50 7880 PROP. GRADE PROI, IAN. SEWER SERVICE CROSSING (SEE SHEET D-1) PROP. SAN. SEWER SERVICE CROSSING 8" D/Pi PIPE CLASS 52 (SEE SHEET D-1) PROP. WATER VALVE ... . . . . ..... ............. .... ....... ...... 4 . . . . . ... ............ PROP. 6" DIP SUPPLY LINE TO HYDRANT CROSSING 18" MIN. BELOW STORM PIPE PER COA 2014 WATER DISTRIBUTION STANDARDS AND SPECIFICATIONS ELEV. OF STM. SEWER AT SUPPLY LINE CROSSING GAS CROSSING 7865 ELEV. OF STORM SEWER AT SERVICE LINE CROSSING 1 7860 UNDERGROUND ELECT. CROSSING PROP. WATER 7855 .. ......... PROP. WATER VALVE PROP. 4" WATER SERVICE LINE TO CHILDREN CENTER 7 7850 850 22+50 23+00 23+50 24+00 24+50 25+00 25+50 M (D Q DESIGNWORKSHOP 120 East Main Street Aspen, CO 81611 (970) 925-8354 Facsimile (970) 920-1387 W W W.D E S I G N W 0 R K S H 0 P.0 0 M NKE Engineering, LLC PO Box 2118 Engineering, LLC Littleton, CO 80161 (970) 445-8810 Q W Z W) W Cq uj < z 0 �: 04 UJ M z LLJ o u- o UJ Cn 0 F- u F- u- 2 (n n a. 00 Lxu w-:, 0 LLJ Lu IM 0 z < u) 0) uj W F- T Z 2- NZ F- CD > 0 LuLL 0 Lu >- E Cl) z U) < a LLj uj D z 2: 0 w 0 FM O F- Z (L M Z �: X 0 C0 F- LL 0 ISSUE DATE: JUNE 23, 2014 REVISIONS DRAWN: DCH REVIEWED: WSO PROPOSED POTABLE WATER PLAN & PROFILE SHEET NUMBER PW - 03 (DCOPYRIGHT DESIGNWORKSHOP, INC.