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HomeMy WebLinkAbout4. Appendix C� it r A ORDINANCE OF THE CITY OF ASPEN CITY COUNCIL APPROVING PLANNED DEVELOPMENT — PROJECT REVIEW APPROVAL, MAJOR SUBDIVISION APPROVAL, MAJOR DEVELOPMENT CONCEPTUAL APPROVAL, DEMOLITION, GROWTH MANAGEMENT APPROVAL, AND CONCEPTUAL COMMERCIAL DESIGN APPROVAL FOR A SITE SPECIFIC DEVELOPMENT PLAN FOR THE HOTEL JEROME PLANNED DEVELOPMENT LOCATED ON PROPERTIES COMMONLY KNOWN AS 310 & 330 E MAIN STREET (LEGALLY DESCRIBED IN EXHIBIT I TO THIS RESOLUTION), CITY OF ASPEN, PITKIN COUNTY, COLORADO. ParcellDs: 2737-073-21-00-1 & 2737-073-21-003 WHEREAS, the Community Development Department received an application for the Hotel Jerome PD (the Application) from Iconic Properties -Jerome, LLC (Applicant), represented by Vann Associates for the following land use review approvals: • Planned Development — Project Review, pursuant to Land Use Code Chapter 26.445. • Subdivision Review — pursuant to Land Use Code Chapter 26.480. • Growth Management Review -- Lodge Development, pursuant to Land Use Code Chapter 26.470. • Commercial Design Review - Conceptual, pursuant to Land Use Code Section 26.412. • Major Development - Conceptual for properties listed on the Inventory of Historic Landmark Sites and Structures, pursuant to Land Use Code Section 26.415. • Demolition of properties listed on the Inventory of Historic Landmark Sites and Structures, pursuant to Section 26.415; and, WHEREAS, all code citation references are to the City of Aspen Land Use Code in effect on the day of initial application -- September 8, 2014, as applicable to this Project; and, WHEREAS, the Community Development Department received referral comments from the Aspen Consolidated Sanitation District, City Engineering, Building Department, Fire Protection District, Environmental Health Department, Parks Department, Aspen/Pitkin County Housing Authority, Public Works Department, and the Transportation Department as a result of the Development Review Committee meeting; and, WHEREAS, said referral agencies and the Aspen Community Development Department reviewed the proposed Application and recommended conditions; and, WHEREAS, pursuant to Chapter 26.304.060 of the Land Use Code, the Community Development Director may combine reviews where more than one (1) development approval is being sought simultaneously; and, WHEREAS; all required public noticing was provided as evidenced by an affidavit of public noticing submitted to the record, a summary of public outreach was provided by the Ordinance No. 1, Series of 2016 Hotel Jerome Page 1 of 19 applicant to meet the requirements of Land Use Code Section 26.304.035, and the public was provided a thorough and full review of the proposed development; and, WHEREAS, upon initial review of the application and the applicable code standards, the Community Development Department recommended approval of the application; and, WHEREAS, during a duly noticed public hearing on December 10, 2014 the Historic Preservation Commission recommended approval with conditions via Resolution No. 37, Series of 2014 by a four to zero (4-0) vote; and, WHEREAS, City Council has reviewed and considered the development proposal under the applicable provisions of the Municipal Code as identified herein, has reviewed and considered the recommendations of the Community Development Director, the Historic Preservation Commission, the applicable referral agencies, and has taken and considered public comment at a public hearing; and, WHEREAS, on January 25, 2016, the Aspen City Council approved Ordinance No. 1, Series of 2016 on First Reading by a four to zero (4 — 0) vote; and, WHEREAS, during a duly noticed public hearing on May 9, 2016, continued from February 22, 2016, and to March 14, 2016, the Aspen City Council approved Ordinance No. 1, Series of 2016, by a four to zero (4 — 0) vote, approving a Planned Development Project Review, Subdivision Review, Growth Management Review, Conceptual Commercial Design Review, Conceptual Major Development, and Demolition; and, WHEREAS, City Council finds that the development proposal meets .or exceeds all the applicable development standards; and, WHEREAS, City Council finds that this Ordinance ftirthers and is necessary for the promotion of public health, safety, and welfare. NOW, THEREFORE BE IT ORDAINED BY THE CITY OF ASPEN CITY COUNCIL AS FOLLOWS: Section 1: Approvals Pursuant to the procedures and standards set forth in Title 26 of the Aspen Municipal Code, City Council hereby grants the Hotel Jerome Planned Development — Project Review, Subdivision, Growth Management, Conceptual Major Development, Conceptual Commercial Design, and Demolition approvals, subject to the conditions of approval as listed herein. The approved dimensions are attached as Exhibit Il. The approved conceptual design plans and elevations are attached as Exhibit III. The project includes combination of the two lots legally described in Exhibit I, partial alley vacation, partial demolition and redevelopment of the existing Aspen Times building, redevelopment of the Main Street courtyard and some internal reconfiguration of amenities and lodge rooms in the main Hotel Jerome structure. The project adds 3 lodge rooms, 9 keys, and 9 bedrooms. Ordinance No. 1, Series of 2016 Hotel Jerome Page 2 of 19 Pursuant to Section 26.445.090.A of the Land Use Code, the Applicant shall submit an approved plan set to the Community Development Department within 180 days of Project Review approval that meets the requirements of Section 26.490, Approval Documents. Section 2: Subsequent Reviews Pursuant to the procedures and standards set forth in Title 26 of the Aspen Municipal Code, the Applicant is required to obtain Final Commercial Design Review, Major Development Review Final for properties located within the Historic District, and Planned Development -- Detail Review following approval of the reviews outlined herein. The applicant shall combine these applications, and they shall be made no later than one (1) year following City Council approval of the reviews outlined herein. Failure to file such an application within this time period shall render Planned Development — Project Review, Conceptual Commercial Design, and Conceptual ,Major Development approvals null and void. This deadline may be extended pursuant to Section 26.445.090.0 of the Land Use Code. Section 3: Growth Management Allotments City Council hereby grants the Hotel Jerome growth management allotments for 9 lodging bedrooms = 18 lodging pillows from the 2014 growth management year. Section 4: Affordable Housing Mitigation The existing Aspen Times building contains 5,538 square feet of net leasable, providing a credit of 24.85 FTEs. The Hotel Jerome contains 15,506 square feet of net leasable and 93 lodge bedrooms, providing a credit of 125 FTEs. The existing development in total generates a credit of 149.85 FTEs. The proposed Aspen Times renovation and new addition will provide 4,356 square feet of net leasable and 8 lodge bedrooms, providing 23.87 FTEs. The Hotel Jerome will provide 16,314 square feet of net leasable and 94 lodge bedrooms, providing 128.45 FTEs. The proposed final development in total generates 152.32 FTEs. The. difference creates a net increase of 2.47 FTEs. Pursuant to Section 26.470.070.1, the proposed development for the Hotel Jerome is not required to provide any affordable housing mitigation for up to 4 FTEs generated by the additional commercial/lodge development. Any reconstruction credit shall be valid for one (1) year following issuance of a demolition permit, pursuant to Chapter 26.470.130. Section 5: Planned Development — Detail Review In addition to the general documents required as part of a Planned Development — Detail Review, the following items shall be required as part of the Application's Planned Development — Detail Review: a. An Outdoor Lighting Plan, pursuant to section 26.575.150. b. An existing and proposed Landscaping Plan, identifying trees with diameters and values. c. A draft Construction Management Plan. Ordinance No. 1, Series of 2016 Hotel Jerome Page 3 of 19 Section 6: Ri ht -of Wa Vacation Plat The Applicant shall record a right-of-way vacation plat that meets the requirements of Land Use Code Section 25.490, Approval Documents, and Municipal Code Title 29, Engineering Design Standards, within 180 days of final approval. The 180 days shall commence upon the granting of Final Commercial Design, Final Major Development and Planned Development.-- Detail Review approvals by the Historic Preservation Commission. The plat shall describe and depict the boundary of the vacation including bearings and dimensions with adequate ties to existing monuments to permit accurate legal definition. Section 7: Subdivision/PD Plat and A reement The Applicant shall submit a Subdivision/PD plat and agreement (hereinafter "Agreement") for the approved lot merger that meets the requirements of the Land Use Code within 180 days of final approval. The 180 days shall commence upon the granting of Final Commercial Design, Final Major Development and Planned Development — Detail Review approvals by the Historic Preservation Commission. The recordation documents shall be submitted in accordance with the requirements of Section 26.490 Approval Documents of the Land Use Code. a. In accordance in Section 26.490.040, Approval Documents Content and Form, the following plans are required in the Approved Plan Set: 1. Final Commercial and Historic Design Review/ Architectural Character Plan. 2. Planned Development Project and Detail Review Plans. 3. Historic Preservation Pian, 4. Public Infrastructure Plan. b. In accordance with Section 26.490.050, Development Agreements, a Development Agreement shall be entered into with the City. c. In accordance with Section 26.490.060, Financial and Site Protection Requirements, the applicant shall provide a site protection guarantee and a site enhancement guarantee. d. In accordance with Section 26.490.070, Performance Guarantees, the following guarantees are required in an amount equal to 150% of the current estimated cost of the improvement: 1. Landscape Guarantee. 2. Historic Preservation Guarantee. 3. Public Facilities and Public Infrastructure Guarantee. 4. Storm Water and Drainage Improvements Guarantee. Section 8: Engineering Department The Applicant's design shall be compliant with all sections of the City of Aspen Municipal Code, Title 21 and all construction and excavation standards published by the Engineering Department. Drainage: • The project shall meet the Engineering Design Standards (the "EDS") and the Urban Runoff Management Plan (the "URMP"). A full major drainage report and plan that meets URMP and EDS must be submitted at building permit that provides for the WQCV Ordinance No. 1, Series of 2016 Hotel Jerome Page 4 of 19 and for conveyance of the 100 -yr event from the site to the City of Aspen Stormsewer system. The condition of the 36" CMP stormpipe on Mill St from the inlet on the NE corner of the property needs to be determined. Recent work in the area has shown the pipe in Mill St is not in good condition. The applicant will need to demonstrate that runoff can adequately be conveyed in the storm pipe. if the pipe is not in proper working condition improvements will be required. Snow Storage: • A minimum functional area equaling 30% of the paved area shall be provided contiguous to the paved and designed to accommodate snow storage. For heated areas, the functional area can be reduced to 10%. Sidewalk and Curb and Gutter: 9 All sidewalk, curb and gutter must meet the Engineering Standards as outlined in Title 21 and the Engineering Design Standards adopted by Title 29. Construction Management • The plan must include a planned sequence of construction that minimizes construction impacts. The plan shall describe mitigation for parking, staging/encroachments, and truck traffic. Section 9: Fire Mitigation All codes adopted by the Aspen Fire Protection District shall be met, subject to review and approval by the Fire Marshall. Section 10: Parks Department Tree removal permits are required prior to issuance of a building permit for any demolition or significant site work. Mitigation for removals must be met by paying cash in lieu, planting on site, or a combination of both, pursuant to Chapter 13.20 of the City Municipal Code. r Section 11: Aspen Consolidated Sanitation District Requirements Service is contingent upon compliance with the District's rules, regulations, and specifications, which are on file at the District office. The applicant shall fund the relocation of the manhole due to the vacation of the alley ROW behind the old Aspen Times building. ACSD will review the approved Drainage plans to assure that clear water connections (roof, foundation, perimeter, patio drains) are not connected to the sanitary sewer system. On-site utility plans require approval by ACSD. Oil and Grease interceptors Mors (NOT traps) are required for all food processing establishments. Locations of food processing shall be identified prior to building permit. Ordinance No. 1, Series of 2016 Hotel Jerome Page 5 of 19 Oil and Sand . separators are required for parking garages and vehicle maintenance establishments. • Driveway entrance drains must drain to drywells. • Elevator shafts drains must flow thru o/s interceptor Old service line connections must be excavated and abandoned at the main sanitary sewer line according to specific ACSD requirements. Below grade development may require installation of a pumping system. One tap is allowed for each building. Shared service line agreements will be required where more than one unit is served by a single service line. Subject to the provisions of the final plat, permanent improvements are prohibited in sewer easements or right of ways. Landscaping plans will require approval by ACSD where soft and hard landscaping may impact public ROW or easements to be dedicated to the district. All ACSD fees must be paid prior to the issuance of a building permit. Where additional development would produce flows that would exceed the planned reserve capacity of the existing system (collection system and or treatment system) an additional proportionate fee will be assessed to eliminate the downstream collection system or treatment capacity constraint. Additional proportionate fees would be collected over time from all development in the area of concern in order to fund the improvements needed. Where additional development would produce flows that would overwhelm the planned capacity of the existing collection system and or treatment facility, the development will be assessed fees to cover the costs of replacing the entire portion of the system that would be overwhelmed. The District would fund the costs of constructing reserve capacity in the area of concern (only for the material cost difference for larger line). The glycol heating and snow melt system must be designed to prohibit and discharge of glycol to any portion of the public and private sanitary sewer system. The glycol storage areas must have approved containment facilities. The applicant's engineer must furnish average and peak flows as well as service size for both buildings prior to final design. The applicant will need to provide plans showing that the pool drain sizes conform to district regulations. Soil Nails are not allowed in the public ROW above ASCD main sewer lines and within 3 feet vertically below an ACSD main sewer line. The district will be able to respond with more specific comments and requirements once detailed building and utility plans are available. Ordinance No. 1, Series of 2016 Hotel Jerome Page 6of19 Section 12: Environmental Health Department The Applicants shall obtain Special Review approval from the Environmental Health Department in accordance with Municipal Code Chapter 12.10 in order to eliminate the trash/recycle area required for the new construction, prior to issuance of building permit. Section 13: Water/Utilities Department The Applicants shall comply with the City of Aspen Water System Standards, with Title 25, and with the applicable standards of Title 8 (Water Conservation and Plumbing Advisory Code) of the Aspen Municipal Code, as required by the City of Aspen Water Department. -All Water System Distribution standards in place at the time of building permit shall apply, and all tap fees will be assess per applicable codes and standards. Utility placement and design shall meet adopted City of Aspen standards. Section 14: Outdoor Lighting and Signage All outdoof lighting and all signage shall meet the requirements of the Aspen Municipal Code. Section. 15: Building Department All applicable building and accessibility codes in place at the time - of building permit shall be met. Section 16: Commercial Uses Approved lodge units are permitted on all floors of the new addition per this approval. Approved net leasable area within the Aspen Times building and new addition shall allow those commercial uses permitted by underlying zoning, as may be amended. Section 17• All material representations and commitments made by the Applicant pursuant to the development proposal approvals as herein awarded, whether in public hearing or documentation presented before the . Historic Preservation Commission or City Council, are hereby incorporated in such plan development. approvals and the same shall be complied with as if fully set forth herein, unless amended by an authorized entity. Section 18• This Ordinance shall not affect any existing 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 conducted and concluded under such prior ordinances. Section 19: 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 20: A public hearing on this ordinance shall be held on the 0 day of May, 2016, at a meeting of the Aspen City Council commencing at 5:00 p.m. in the City Council- Chambers, Aspen City Hall, Ordinance No. 1, Series of 2016 Hotel Jerome Page 7 of 19 Aspen, Colorado, a minimum of fifteen days prior to which hearing a public notice of the same shall be published in a newspaper of general circulation within the City of Aspen. INTRODUCED, READ AND ORDERED PUBLISHED as provided by law, by the City Council of the City of Aspen on the 251h day of January, 2016. Attest: G' g�� �k� I Linda Manning, City Cler Steven Skadron Mayor VINALLY, adopted, passed and approved this q day of , 2016. Attest:I Ky Linda Manning, City Clerk Steven kadron,.Mayor k Approved as to form: im'es R. True, City Attorney Attachments: Exhibit I: Legal Descriptions Exhibit II: Approved Dimensional Requirements Exhibit III: Approved Conceptual Plans and Elevations ordinance No. 1, Series of 2016 Hotel Jerome Page 8 of 19 Exhibit I — Legal Descriptions 310 E. Main Street — All of Lot M, the west ten (10) feet of Lot N, and the east one-half of Lot L, the said east one-half of Lot L being more particularly described as follows: that portion of Lot L lying easterly of a line drawn parallel with the side lines of Lot L and equidistant therefrom and extending to the end lines of said lot, all of said property being in Block 79, City and Townsite of Aspen. 330 E. Main Street — A parcel of land situated in the City and Townsite of Aspen, Colorado, being all of Lots A, B, C, D, E, F, G, H, 1, O, P, Q, R, S, and the East 20.00 feet of Lot N, all in Block 79, together with the East 170.00 feet of the Alley in said Block 79, Vacated by Ordinance No. 1 (Series of 1951) of the City of Aspen, Colorado, according to the Hotel Jerome Lot Line Adjustment and Subdivision Exemption plat filed June 12, 1991 at Reception No. 331521, in Plat -.Book 26 at Page 52. .Ordinance No. 1, Series of 2016 Hotel Jerome Page 9 of 19 1 Exhibit II — Approved Dimensional Requirements MONARCH 57SECT F E MtLLSTpEET. - . Oil Ordinance No. 1, Series of 2016 Hate[ Jerome Page 1 t of 19 A --- -------- MO lip MILL STREFT Ordinance No. 1, Series of 2016 Hotel Jerome Page 13'of 19 '(90 DW v MSI Ordinance No. 1, Series of 2016. Hotel Jerome Page 15 of 19 1 a Ordinance No. 1, Series of 2016. Hotel Jerome Page 18 of 19 s L, 1} Ij !! € fl 3 IA 1 E E I£ 4 IIsp Ordinance No. 1, Series of 2016 Hotel "Jerome.. Page 19'of 19 i EXHIBIT ASPEN TIMES/HOTEL JEROME SUBDIVISION/PD DEVELOPMENT AGREEMENT THIS ASPEN TIME'S/HOTEL JEROME DEVELOPMENT AGREEMENT (the "Agreement") is made and entered into this of 2016 by and between THE CITY OF ASPEN, COLORADO, a municipal corporation (hereinafter "City"), and ICONIC PROPERTIES - JEROME, LLC, Delaware limited liability company (hereinafter "Owner"). WITNESSETH: WHEREAS, Owner has submitted to the City an application for Planned Development - Detailed Review approval (the "Application") for those certain properties in the City of Aspen, Colorado more particularly described on Exhibit A attached hereto and a made a part hereof by this reference (the "Properties"), which Application requests the approval and recordation of an Approved Plan Set documenting the design, layout`'and configuration of the proposed development (the "Approved Plan Set"); and the approval, execution and recordation of a Final Plat of the Aspen Times/Hotel Jerome Subdivision/Planned Development (the "Final Plat"); and WHEREAS, City has fully considered the Application, the Approved Plan Set, the Final Plat, the proposed development and improvement of the Properties, and the effects of the proposed development and improvement`of said: Properties on adjoining or neighboring properties and property owners; and WHEREAS, City has approved the Application and in connection therewith has imposed certain conditions and<requirements`.in connection with its approval and recordation of the Approved Plan Set and its; approval, execution and. recordation of the Final Plat, such matters being necessary to protect, promote and enhance the public safety, health and welfare; and WHEREAS, Owner is willing to acknowledge, accept, abide by and faithfully perform the conditions and requirements imposed by City in approving the Application, the Approved Plan Set, and the Final Plat; and WHEREAS, pursuant to Section 26.490.060.B., Site Protection Guarantee, and Section 26.490.060.C., Site Enhancement.Guarantee, of Title 26, Land Use Regulations, of the Aspen Municipal Code ( the;"Regulations"), City is entitled to certain financial guarantees to ensure recovery of the Properties and surrounding grounds to a safe and visually acceptable condition, and the installation of public; improvements on or adjacent to the Properties in the event of a work stoppage, and Owner is prepared to provide such guarantees as hereinafter set forth; and WHEREAS, pursuant to Section 26.490.070.A. L, Landscape Guarantee; Section 26.490.070.A.7., Public Facilities and Public Infrastructure Guarantee; and Section 26.490.070.8., Storm Water and Drainage Improvements Guarantee, of the Regulations, City is entitled to certain financial guarantees to ensure (i) that the required landscaping is implemented and maintained, (ii) that required public facilities are installed and (iii) the successful implementation of required storm water and drainage infrastructure, and Owner is prepared to provide such guarantees as hereinafter set forth; and Page 1 of 19 WHEREAS, contemporaneously with the execution and recording of this Agreement, City and Owner have recorded the Approved Plan Set as Reception No. and City and Owner have executed and recorded the Final Plat in Plat Book at Page as Reception No. , both in the Real Estate Records of the Clerk and Recorder of Pitkin County, Colorado (all recording information in this Agreement refers to the Real Estate Records of the Clerk and Recorder of Pitkin County, Colorado). NOW, THEREFORE, for and in consideration of the forgoing provisions, the mutual covenants and agreements herein contained, the approval of the Application and approval and acceptance of the Approved Plan Set and the approval, execution and acceptance of the Final Plat for recordation by the City, and for other good and valuable considerations, the receipt and sufficiency of which are hereby acknowledged, the parties hereto agree as follows: ARTICLE I PURPOSE AND EFFECT OF DEVELOPMENT AGREEMENT 1.1 Purpose. The purpose of this Agreement is to set forth the complete and comprehensive understanding and agreement of the parties hereto with respect to the restoration of a portion of the existing Aspen Times building, the development of an addition thereto; various changes to existing rooms and amenities within.the. Hotel Jerome; the reconfiguration and enhancement of the Hotel's exterior courtyard; and various improvements to the Properties Main Street, Monarch Street and Bleeker Street streetscapes (the "Project"), and to enumerate all terms and conditions under which such activities may occur.` 1.2 Effect on Prior Instruments and Approvals. In the event of any conflict or inconsistency between the provisions of this Agreement, together with the Approved Plan. Set and Final Plat, and any prior agreements, land use approvals, and plats, whether or not recorded, ("Prior Instruments and Approvals'.) as they may affect the Property, the provisions of this Agreement, together with the Approved Plan Set and Final Plat shall supersede and control. Furthermore, in the event of any.mconsistencybetween the provisions of the land use approvals described in Section 2.1 below (the "Approvals") and the provisions of the Prior Instruments and Approvals, the provisions of the Approvals described in Section 2.1 below shall supersede and control. ARTICLE II LAND USE APPROVALS 2.1 Approval Actions. The following land use approvals have been granted to Owner for the developmentof the Property: (a) Historic Preservation Commission Resolution No. 37, Series of 2014, approved December 10, 2014 and recorded December 19, 2014 as Reception No. 616145 recommended that the City Council grant (i) Planned Development — Project Review approval; (ii) Subdivision approval; (iii) Conceptual Major Development approval; (iv) Conceptual Commercial Design Review approval; (v) Growth Management approval; and (vi) Demolition approval for the Project's Site Specific Development Plan. (b) City Council Ordinance No 1, Series of 2016, approved May 9, 2016 and recorded June 8, 2016 as Reception No. 629856 granted (i) Planned Development - Project Page 2 of 19 Review approval, (ii) Subdivision approval, (iii) Conceptual Major Development approval, (iv) Conceptual Commercial Design Review approval, (v) Growth Management approval, and (vi) Demolition approval for the Project's Site Specific Development Plan. The Ordinance also approved the partial vacation of the alley in Block 79, City and Townsite of Aspen. (c) Historic Preservation Commission Resolution No. _, Series of 2016, approved and recorded as Reception No. granted (i) Planned Development - Detailed Review approval; (ii) Final Major Development approval; and (iii) and Final Commercial Design Review approval for the Project's Site Specific Development Plan. (d) The Development Order ("Development Order") for the above-described Approvals was issued by the Aspen Community Development Department ("COMDEV") on with an effective date of 2.2 Approvals Control. The provisions of the above-described Approvals, including the Development Order, are incorporated herein and made a part of this Agreement. To the extent that matters addressed in such Approvals, including the Development Order, are also addressed in this Agreement, the provisions of the Approvals; and the Development Order shall control. 2.3 Dimensional Requirements:. Exhibit A to Historic Preservation Commission Resolution No. Series of 2016, established and approved the following dimensional requirements for the Project. (a) Gross Lot Area 54,372 Sq. Ft. (b) Net.Lot Area 49,304 Sq. Ft. (c) Maximum Height Aspen Times Building False Front 21.5 Feet Ridge 16 Feet Aspen Times Addition Main Street Sidewalk 33.5 Feet Existing Hotel Jerome 54.5 Feet (d) Minimum Floor Height Aspen Times Building Floor to Ceiling 11.25 Feet Aspen Times Addition First Floor to Floor 10.25 Feet Upper Floor to Ceiling 9 Feet (e) Maximum Allowable FAR/Floor Area Page 3 of 19 (1) Cumulative Lodge Commercial Lodge Net Livable Area Average Lodge Unit Net Livable Area Maximum Lodge Unit Size 2.5:11123,088 Sq. Ft. 2.04:11100,439 Sq. Ft. 0.46:1122,649 Sq. Ft. 58,367 Sq. Ft. 572 Sq. Ft. 2,090 Sq. Ft. Lodge Units/Keys/Bedrooms 96/102/102 Commercial Net Leasable Area 20,670 Sq. Ft. Public Amenity Area 9,185 Sq. Ft. Percent 186 Minimum Off -Street Parking 47 Spaces 2.4 Vested Rights. Under complete the development and use of i Approved Plan Set is vested until diminished or delayed by any subsequ 24-68-105(1) of the Colorado Revised of CRS Section 24-68-103(b),;a prope such vested rights for the Propertywa: CRS Section 24-68-102(4)(a), City.an the Property consists of and..includes I configuration of the Projeet'.S. lodge ur spaces and other areas of the Project; i rP�ararsr+P in Cart;nn-.`) 1 nhnva•..t'kp A the Final Plat recorded a recorded concurrent here considered a "developmt DEVELI the Development Order, the right to undertake and he'ropertypursuant to the terms and conditions of the and Shall not be altered, impaired, nt zoning or land use action that is prohibited by Section Statutes ("CRS"). In accordance with the requirements -1y noticed public Bearing concerning the establishment of conducted on . As authorized by 1 Owner agree that theSite Specific Development Plan for )ut is not `limited to, the number, permitted size, and its. the size Iand configuration of its associated commercial is parking, all matters set forth in the various Approvals pproved Plan Set recorded as Reception No. and o. ; this Agreement; and all other documents uses of this Section 2.4, this Agreement shall be ' as that term is used in CRS Section 24-68-104(2). ARTICLE III T REQUIREMENTS AND RESTRICTIONS 3.1 Proiect Couoiaents. The Project approved pursuant to the Approvals referenced in Section 2.1 above consists of the following principal components: (a) Aspen Times. The Project's Aspen Times component consists of the preservation and restoration of the historically significant portion of the existing Aspen Times building; the construction of a new 3 -story addition thereto; and the construction of a basement beneath both the historic portion of the building and the addition. The restored Aspen Times building and the addition will contain approximately 4,356 square feet of commercial net leasable area within its basement and ground floor. Its second and third floors will each contain one (1) three-bedroom lodge suite with a living/dining/kitchen area containing a sleep sofa. Each Page 4 of 19 suite's three (3) bedrooms and its living/dining/kitchen area will be configured as "lock -offs". Pursuant to Section 26.470.100.A.1., Employee Generation, of the Regulations, the lodge suites' lock -off bedrooms and living/dining/kitchen areas are considered separate lodge units for regulatory purposes. As a result, the Project's Aspen Times component will contain a total of eight (8) lodge units containing eight (8) keys and eight (8) bedrooms. The two lodge suites will contain a total net livable area of approximately 4,180 square feet. The Project's Aspen Times component will contain a cumulative floor area of approximately 9,391 square feet. The Aspen Times component will contain approximately 5,508 square feet of lodge floor area and approximately 3,883 square feet of commercial floor area. Minor changes to the Aspen Times component's commercial netieasable area and lodge and commercial floor areas may be approved by COMDEV provided that, when combined with the commercial net leasable area and lodge and commercial floor areas of the Project's Hotel Jerome component, they do not exceed the allowable commercial net leasable area and floor areas contained in Section 2.3 above. (b) Hotel Jerome. The Project's Hotel Jerome component consists of various internal changes to the existing building. These `changes include the conversion of the Hotel's existing second floor fitness room to a one -bedroom lodge suite; the relocation of the fitness room to the Hotel's basement; the expansion of one (1) existing lodge unit on each of the Hotel's third and fourth floors into an adjacent linen closet; a minor enlargement of the retail/reception area in the existing basement spa the replacement of the existing exterior doors in the Hotel's Gallery room; and the addition of miscellaneous closets and millwork throughout the Hotel. The Hotel Jerome.will contain'a'total of ninety-four (94) lodge units with ninety-four (94) keys and ninety-four (944) bedrooms, inclusive of the convertedfitness room. The ninety-four (94) lodge units will contain a total net livable area of approximately 54,187 square feet. The Hotel will contain approximately 16,314 square feet of commercial net; leasable area': Its cumulative floor area will total approximately 113,757 square feet. The Hotel'will contain approximately 94;07 square feet of lodge floor area and approximately 18,950 square feet of commercial floor area. Minor changes to the Hotel Jerome component's commercial net leasable area and lodge and commercial floor area may be approved by COMDEV provided that, when combined with the commercial net leasable area and lodge and commercial floor areas of the Project's Aspen Times component, they do not exceed the allowable commercial net leasable area and floor areas contained in Section 2.3 above. (c) Cour ardlStreetsca e. The Hotel Jerome's existing courtyard will be expanded and enhanced. Its internat circulation will be revised to meet applicable ADA requirements, and a new larger pool and pool deck will be installed. The existing outdoor dining area and adjacent lawn will also be expanded. The Project's Main Street streetscape will be modified to include a new vehicular drop-off area adjacent to the Hotel's entrance. An improved sidewalk will be installed on Bleeker Street at the entrance to the Hotel's parking garage, and a ADA compliant ramp will be installed in the Monarch Street sidewalk adjacent to Carl's Pharmacy and the alley. 3.2 Growth Management. Page 5 of 19 (a) Reconstruction Credits. The existing Aspen Times building contains 5,538 square feet of commercial net leasable area, a reconstruction credit for which is provided pursuant to Section 26.470.040.6., Remodeling or Replacement of Existing Commercial or Lodge Development, of the Regulations. Pursuant to Section 26.470.130.A., Reconstruction Limitations, this reconstruction credit shall be valid for one (1) year following the issuance of a demolition permit. (b) Growth Management Allotments. A growth management allotment of eighteen (18) lodge pillows has been granted for the Project's nine (9) new lodge units from the 2014 growth management year. 3.3 Affordable Housing. The Community Development Department has determined that the Project will generate 2.47 Full -Time Equivalent employees ("FTEs"). Pursuant to Section 26.470.070.1., Enlargement of a Historic Landmarkfor Commercial, Lodge or Mixed- Use ixedUse Development, of the Regulations, the generation of up to four (4) employees does not require the provision of affordable housing mitigation. As a result, no affordable housing mitigation for the Project is required. 3.4 Lodge/Commercial Uses. All permitted commercial uses within the CC, Commercial Core, zone district, as amended, shall be considered lodge "associated commercial uses", and shall be allowed in the restored.Aspen Times building and the addition thereto. 3.5 Construction in Accordance with Building Codes and Plans. Construction of the Project, and all its component parts, shall be accomplished m`..substantial compliance with adopted City building and accessibility codes. in effect'at the time a building permit application is submitted, and with theApproved Plan Set. , 3.6 Engineering Department Requirements. The Project shall comply with all sections of Title 21, Streets, Sidewalks and Other Public Places, of the Aspen Municipal Code, and all construction and excavationstandards.. published by the City's Engineering Department. (a) Drainage. The Project shall meet the requirements of the City's Urban Runoff Management Plan ("URMP") and Title 29, Engineering Design Standards, of the Aspen Municipal Cade. A drainage report and plan meeting the requirements of the 1JRMP and Engineering Design Standards shall be submitted with the building permit application for the Project. (b) Snow Storage. A minimal functional area equaling 30 percent of the courtyard's paved area shall be provided contiguous thereto for snow storage. For heated areas, the snow storage area may be reduced to 10 percent. (c) Sidewalk,__ Curb and Gutter. All sidewalk, curb and gutter shall comply with the requirements of Title 21, Streets, Sidewalks and Other Public Places, and Title 29, Engineering Design Standards, of the Aspen Municipal Code. (d) Construction Management Plan. The building permit application for the Project shall include a Construction Management Plan ("CMP") for review and approval by the Engineering Department. The CMP shall include a planned sequence of construction that minimizes construction impacts. The CMP shall comply with all construction management Page 6 of 19 requirements in effect at the time of building permit submittal, and shall address, at a minimum, noise, construction traffic and parking management, construction staging, and fugitive dust control. 3.7 Water[Utilities Department Requirements. The Project shall comply with the City's Water System Standards, with Title 25, Utilities, and the applicable requirements of Title 8, Buildings and Building Regulations, of the Aspen Municipal Code, as required by the City of Aspen Water Department. All water System Distribution Standards in place at the time of building permit submittal shall apply, and all tap fees shall be assessed per applicable codes and standards. Utility placement and design shall meet adopted City. standards. 3.8 Aspen Consolidated Sanitation District Requirements. Sanitary sewer service is contingent upon compliance with the Aspen Consolidated: Sanitation District's ("ACSD") rules, regulations and specifications which are on file at the ACSD office. (a) ACSD shall review the Project's approved drainage plans to assure that no clear water connections, including roof, foundation, perimeter and patio, drains, are made to the sanitary sewer system. (b) On-site sanitary sewer utility plans shall require ACSD approval. (c) Old services hnes'shall be excavated'and abandoned at the main sanitary sewer line in accordance with specific ACSD requirements (d) Soil nails are prohibited in right-of-ways above ACSD main sanitary sewer lines and within three`(3) feet vertically below such lines. (e) Subject to tl he..'provisions of the final plat, permanent improvements are prohibited in sewer easements or right-of-ways. Landscaping plans shall require approval by ACSD where soft and hard landscaping may impact public right-of-ways or easements to be desiccated to.ACSD. (f) One tap is allowed for each building. Shared service line agreements shall be required where more than one unit is served by a single service line. (g) Below grade development may require installation of a pumping system. (h) Plumbing plans for pool and spa areas shall require ACSD approval of the drain size. (i) Oil ad grease interceptors shall be provided for all new and remodeled food processing establishments. Oil and sand separators shall be provided for public vehicle parking garages and vehicle maintenance facilities. Driveway entrance drains shall not be routed to ACSD's sanitary sewer system but shall be mitigated in accordance with the City's Urban Runoff Management Plan. Elevator shaft drains shall flow thru oil and sand interceptors. Plans for interceptors, separators and containment facilities require ACSD review and approval prior to building permit submittal. Page 7 of 19 0) Glycol heating and snow melt systems shall be designed to prohibit any discharge of glycol to any portion of the public and private sanitary sewer system. Glycol storage areas shall have containment facilities approved by ACSD. (k) Owner shall provide locations and sizings of interceptors to ACSD prior to ACSD's approval of service to the Project. (1) Where additional development would produce flows that would exceed the planned reserve capacity of the existing system (collection system and/or treatment system), an additional proportionate fee will be assessed to eliminate the downstream collection system or treatment capacity constraint. Additional proportionate fees would be collected over time from all development in the area of concern to fund the needed improvements. (m) Where additional development would'produce flows that would overwhelm the planned capacity of the existing collection system and/or treatment facility, the development will be assessed fees to cover the cost of replacing the entire portion of the system that would be overwhelmed. ACSD would fund 'the `cost of constructing reserve capacity in the area of concern (only for the material cost difference for large line). (n) Owner shall provide average and peak flow data as well as service size prior to final design. All ACSD total connection fees in be paid prior to issuance of a building permit. (o) Owner shall fund the relocation of the existing manhole located in the vacated portion of the alley;.in;.Block 79, City. and Townsite of Aspen. (p) Amendments to the above requirements agreed to in writing by Owner and ACSD shall supersede the sanitation requirements listed above. 3.9 Environmental Health Deuartment,Requirements. Owner shall obtain Special Review approval from the Environmental Health. Department pursuant to Title 12, Chapter 12. 10. Space Allotment for Trash and Recycle Storage, of the Aspen Municipal Code prior to issuance of a building permit in order -'to eliminate the required trash/recycle area for the Project's Aspen Times component. 3.10 Transportation Department Requirements. Owner shall implement the TDM and MMLOS measures contained`in the Transportation Impact Analysis attached hereto as Exhibit B. 3.11 Parks Department Requirements. (a) Tree removal permits are required prior to issuance of a building permit for any demolition or significant site work. Mitigation for tree removal shall be met by a cash - in -lieu payment, by on-site plantings, or a combination of both as provided for in Title 13, Chapter 13.20, Tree Removal Permits, of the Aspen Municipal Code. (b) A tree protection plan depicting the drip lines of each individual tree or group of trees which is to remain on the Property shall be included in the building permit submittal for any demolition or significant site work. The plan shall depict the location of tree Page 8 of 19 protection zones which shall be approved by the City Forester, The plan shall prohibit excavation; the storage of building materials, construction and equipment; and access over or through the protection zones by foot or vehicles. 3.12 Fire Mitigation. The Project shall comply with all codes adopted by the Aspen Fire Protection District. Mitigation provisions shall be reviewed and approved by the Fire Marshall. 3.13 Outdoor Lighting and Signage. All outdoor lighting and signage shall meet the requirements of Section 26.575.150, Outdoor Lighting, and Chapter 26.510, Signs, of the Regulations. 3.14 Material Representations. All material representations and commitments made by Owner in connection with the Project's development approvals contained or referenced herein, whether made in public hearings or in documentation presented before the Historic Preservation Commission or the City Council, are hereby incorporated in said Project's development approvals and such representations and commitments shall be complied with by Owner as if fully set forth herein, unless amended by an authorized entity. 3.15 Park Development Impact Fee. Before a building permit is issued for the Project, Owner shall pay to City a Park Development lmpacf Fee for the Project's nine (9) additional lodge units in an amount to be determined at buzlding permit issuance based on the Regulations in effect at that time. No impact fee is -required f6rthe Project's net leasable commercial square footage as no net new commercial; square footage is proposed. 3.16 Air Quality Impact Fee. Before a building permit is issued for the Project, Owner shall pay to City an Air Quality Impact Fee for the Project's nine (9) additional lodge units in an amount to be determined at building permit issuance based on the Regulations in effect at that time. No impact fee is required for the Project's net leasable commercial square footage as no net new commercial'square footage is proposed. ARTICLE IV PUBLIC IMPROVEMENTS 4.1 Prior to issuance of a final' Certificate of Occupancy for the Project, Owner shall accomplish certain public improvements, all as depicted on the recorded Approved Plan Set, including the following: (a) Landscape Improvements. See Exhibit C attached hereto and incorporated herein by this reference. (To be itemized prior to recordation) (b) Public Infrastructure Improvements. See Exhibit D attached hereto and incorporated herein by this reference. (To be itemized prior to recordation) (c) Storm Water and Drainage Improvements. See Exhibit E attached hereto and incorporated herein by this reference. (To be itemized prior to recordation) Page 9 of 19 ARTICLE V FINANCIAL ASSURANCES 5.1 Site Protection/Enhancements Requirements. (a) Site Protection Guarantee. Before the issuance of a Building Permit for the Project, Owner shall deposit with Pitkin County Title, Inc. ("Escrow Agent") the sum of and 001 U.S. Dollars ($ in the form of cash or wired funds (the "Escrow Funds") and will execute an Escrow Agreement and Instructions with the Escrow Agent which recites as follows: In the event construction work on the Project shall cease for 90 days or longer ("Work Stoppage") prior to a final inspection by the City of the work authorized by a foundation/structural frame permit and cessation of such construction work continues for a period of one hundred twenty (12 0) days after notice from the City to Owner specifying the subject work in reasonable detail, or if such Work Stoppage cannot reasonably be cured within such one hundred twenty (1.20) day period and Owner fails to commence and proceed diligently to cure such Work Stoppage within a reasonable time period, then the City, in its reasonable discretion, may draw upon the. Escrow Funds from time to time as needed for the purposes of protecting and securing the Project site and improvements from damage by the elements and/or from trespass by unauthorized persons and for purposes of improving the Project site to a safe condition such that it does not become an attractive nuisance or otherwise pose a threat to neighbors or other persons. The City shall use commercially reasonable efforts to not adversely` impact the operation of, or access to the Project by Owner. The Escrow. Funds or. any remaining balance thereof shall be returned to ACLP upon'completion.by the City of`a final inspection of the work authorized by the Foundation/Structural Frame Permit on the Project; provided, however, that the Community Development Director shall promptly authorize partial releases, in incrementsofno less. than: 25% of the original surety, of the Site Protection Guarantee as portions of the Project protection, security, and safety are reduced. The City shall be a named party to the Escrow Agreement with the express right and authority to enforce the same from time to.time. (b) Site Enhancement Guarantee. Before the issuance of a Building Permit for the Project, Owner. shall deposit with Pitkin County Title, Inc. ("Escrow Agent") the sum of and 00/ U.S: Dollars ($ ) in the form of cash or wired funds (the "Escrow Funds"); and will execute an Escrow Agreement and Instructions with the Escrow Agent which recites'as follows: In the event construction work on the Project shall cease for 90 days or longer ("Work Stoppage") prior to a final inspection by the City of the work authorized by any permit or phase of permit for the Project and cessation of such construction work continues for a period of one hundred twenty (120) days after notice from the City to Owner specifying the subject work in reasonable detail, or if such Work Stoppage cannot reasonably be cured within such one hundred twenty (120) day period and Owner fails to commence and proceed diligently to cure such Work Stoppage within a reasonable time period, then the City, in its reasonable discretion, may draw upon the Escrow Funds from time to time Page 10 of 19 as needed for the purposes of improving the appearance of any construction work already completed on the Project site and for installing any public improvements on or adjacent to the Project site. The City shall use commercially reasonable discretion with respect to the manner of improving the appearance of construction work in progress as well as determining the public improvements to be installed. The City shall use commercially reasonable efforts to not adversely impact the operation of, or access to the Project by Owner. The Escrow Funds or any remaining balance thereof shall be returned to Owner upon completion by the City of a final inspection of the work authorized by the Foundation/Structural Frame Permit on the Project; provided, however, that the Community Development Director shall promptly authorize partial releases, in increments of no less than 25% of the original surety, of the Site Enhancement Guarantee as portions of the Project pertaining to its appearance; or the installing any public improvements on or adjacent to the Project are.. substantially performed. The City shall be a named party to the Escrow Agreement with the express right and authority to enforce the same from time to time. 5.2 Performance Guarantees. 5.2.1 Public Improvements. a. Public Improvements Itemized. (i) Landscape improvements are itemized on Exhibit C attached hereto and incorporated herein by this reference. (ii) Public Infrastructure Improvements are itemized on Exhibit D attached hereto and incorporated herein by this reference. (iii) Storni Water and Drainage Improvements are itemized on Exhibit E attached hereto and incorporated herein by this reference. b. Security for Improvements. Simultaneously with the full execution by the City and ACLP of this Agreement, Owner shall deposit with Pitkin County Title, Inc ("Escrow Agent") cash funds in the total amount of and 001100 U.S. Dollars ($ )` ("Escrow Funds"). as security for the completion of the Public Improvements ("Improvements") itemized on Exhibits C, D & E attached hereto. It is further agreed that Escrow Funds described. above shall constitute the total of all security required for all the Improvements which Owner; is required to perform. For purposes hereof "Substantially Complete" or "Substantial `Completion" shall mean that the City has inspected the Improvements and has reasonably determined that they are Substantially Complete in compliance with applicable specifications and has issued a Certificate of Substantial Completion or similarly intended form of approval. Subject to provisions below in section 5.2.1 (c) including, without limitation, partial release provisions, the Escrow Funds representing the cost of part or all of the Improvements (as itemized on Exhibit C, D, or E) which are Substantially Complete shall be immediately released to Owner. If there is any balance remaining in the Escrow Funds after all partial releases and all Improvements are Substantially Complete, all such remaining funds shall be immediately released to Owner upon delivery of written notice to Escrow Agent by Owner directing such delivery. Page 11 of 19 C. Escrow Release Provisions. Upon delivery by Owner of written notice that the Improvements or any part or parts thereof are complete and ready for inspection ("Request for Inspection") along with a showing of the value of the Improvements or part(s) thereof completed, the City will, within 14 days, inspect the Improvements identified in the Request for Inspection, to determine whether or not such Improvements are Substantially Complete. If the City finds that the Improvements identified in the Request for Inspection are Substantially Complete, the City shall, within 7 days, deliver a written Certificate of Substantial Completion to Owner and Escrow Agent. Upon receipt of a Certificate of Substantial Completion for Improvements identified in the Request for Inspection, the Escrow Agent shall immediately release to Owner the total itemized amount (Per Exhibit C, D, or E) corresponding to all Improvements which the City has certified as Substantially Complete. Pursuant to Section 26.445.070(C)(4) of the Land, Use Code, ten percent (10%) of the value of the Improvement(s) set forth in the City's Certification of Substantial Completion shall be retained by the Escrow Agent. If no Certificate of Substantial of., is delivered within the said seven (7) day period, all improvementsidentif ed in the Request for Inspection shall automatically be deemed Substantially Complete without requirement of any further action. Owner need only provide written notice to Escrow Agent, with a copy to the City that no Certificate of Substantial Completion was delivered. Such notice to Escrow Agent shall be deemed the equivalent of a Certificate of Substantial Completion from the City and upon receipt of such notice, Escrow Agent is authorized to promptly release to Owner the total itemized amount (Per Exhibit C, D, or E) corresponding to all Improvements which the City has certified as Substantially Complete minus the 10%' withholding as per Section 26.445.070(C)(4) of the Land Use Code. If the cost to Substantially Complete the. Improvements, or part(s) thereof is less than the corresponding amount` itemized in each of Exhibits C, D & E attached hereto, and the City certifies that such Improvements, or. part (s) thereof are Substantially Complete, the Escrow Agent shall immediately release to' Owner the total itemized amount (Per Exhibit C, D, or E) corresponding to all improvements which the City has certified as Substantially Complete minus the 10°/6 required to be withheld pursuant to Section 26.445.070(C)(4) of the Land Use Code. If the City finds that all or a portion, of the Improvements identified in the Request for Inspection are not Substantially Complete, the City shall furnish a letter of potential deficiencies to Owner and Escrow Agent within fourteen (14) days of such finding. Any such letter of potential deficiencies.' shall specify. which Improvements identified in the Request for Inspection are potentially deficient If a letter of potential' deficiencies is issued which specifies a portion of the Improvements identified in the Request for Inspection as potentially deficient, then all Improvements identified in such Request for Inspection which are not specified as being potentially deficient shall automatically be deemed Substantially Complete without requirement of any further action. Owner need only provide written notice to Escrow Agent with a copy to the City that the Improvements not specified in the letter of potential deficiencies are Substantially Complete. Such notice to Escrow Agent shall be deemed the equivalent of a Certificate of Substantial Completion from the City and upon receipt of such notice, Escrow Agent is authorized to immediately release to Owner the total itemized amount (Per Exhibit C, D, or E) corresponding to all Improvements which the City has certified as Substantially Page 12 of 19 Complete minus the 10% withholding as per Section 26.445.070(C)(4) of the Land Use Code. If no letter of potential deficiency is furnished within the said fourteen (14) day period, all Improvements identified in the Request for Inspection shall automatically be deemed Substantially Complete without requirement of any further action. Owner need only provide written notice to Escrow Agent, with a copy to the City that no letter of potential deficiency was provided as required hereunder. Such notice to Escrow Agent shall be deemed the equivalent of a Certificate of Substantial Completion from the City and upon receipt of such notice, Escrow Agent is authorized to promptly release to Owner the total itemized amount (Per Exhibit C, D, or E) corresponding to all Improvements which the City has certified as Substantially Complete minus the 10% withholding as per Section 26.445.070(C)(4) of the Land Use Code With respect to any Improvements identified in the Request for Inspection that are specified as potentially deficient in a letter of potential deficiencies as provided hereunder, Owner shall have a reasonable period of time to cure any such potential deficiencies. After performing cure measures, Owner shall submit to the -City a Request for Inspection, along with a showing of the cost of the Improvements completed. The City will, within 14 days, inspect the Improvements previously identified as potentially deficient to determine vrhether or not such Improvements have been made Substantially Complete. If the.. City reasonably finds that the Improvements previously identified as potentially deficient.have been made Substantially Complete, the City shall, within 7 days, deliver a Certificate of Substantial Completion to Owner and Escrow Agent. In such event, Escrow. Agent shall release to Owner within 5 days, the total itemized amount (Per Exhibit C, D, or E) corresponding to all. Improvements which the City has certified as Substantially Complete minus`the 10% withholding as per Section 26.445.070(C)(4) of the Land Use Code. If the City fails to respond to Owner's Request for Inspection regarding cure measures taken as to: previously identified potentially deficient Improvements within such 7 day period, all such Improvements identified in the Request for Inspection shall automatically be deemed Substantially Complete. Owner need only provide written notice to Escrow Agent, with a copy to the City that no letter of potential deficiency was provided as required hereunder. Such notice to Escrow Agent shall' be deemed the equivalent of a Certificate of Substantial Completion from the City and upon receipt of such notice, Escrow Agent is authorized to promptly release to Owner the total itemized amount (Per Exhibit C, D, or E) corresponding to all Improvements which the City has certified as Substantially Complete minus the 10% withholding as per Section 26.445.070(C)(4) of the Land Use Code. If the City reasonably finds that the improvements previously identified as potentially deficient have not been; made Substantially Complete then City and Owner shall have 14 days after the date of the City's finding, to reach written resolution regarding the Improvements determined by the City to be'potentially deficient. If Owner and the City are not able to reach resolution within such 14 day period then the City and Owner agree to submit the dispute to the Board of Appeals and Examiners of the City of Aspen (hereinafter referred to as "Board"). The Board shall base its decision upon substantial evidence presented. The Board's fording would be subject to review pursuant to C.R.C.P. Rule 106(a)(4) in accordance with the laws of the State of Colorado. If Owner has not applied to the District Court for review of the determination of the Board within that time set forth pursuant to C.R.C.P. 106(a)(4) and has not obtained a Certificate of Substantial Completion City regarding the potentially deficient Improvements within such Page 13 of 19 time or such additional time as may be reasonably needed by Owner under the circumstances, the City may cause the potentially deficient Improvements to be Substantially Complete and the costs of making the potentially deficient Improvements Substantially Complete shall be paid from the Escrow Funds; provided, however, that in so doing, the City's expenses shall be commercially reasonable. If the City's costs are less than the itemized amounts for such Improvements (Per Exhibit C, D or E) the difference remaining shall be promptly paid to Owner. If the Board finds that the City's determination was correct, then Owner, in addition to appeal rights, shall have the right to take such corrective action as may be reasonably necessary to correct the Improvements found by the Board to be potentially deficient. Upon completion of such corrective action, Owner will submit to the City a Request for Inspection. If the City determines that Improvements found by the Board to be potentially deficient have been made Substantially Complete then the City shall, within 7 days, deliver a Certificate of Substantial Completion to Owner and Escrow Agent. In such event, Escrow Agent shall release to Owner within five (5) days, the total itemized amount (Per Exhibit C, D, or., E) corresponding to all Improvements which the City has certified as Substantially Complete minus the 10% withholding as per Section 26.445.070(C)(4) of. the Land Use Code. If the,City determines that Improvements found by the Board to be potentially deficient remain potentially deficient then the City may cause such potentially deficient Improvements to be Substantially. Complete and the costs of making such potentially deficient Improvements: Substantially Complete shall be paid from the Escrow Funds; provided, However, that in so doing, the City's expenses shall be commercially reasonable. If the City's costs are less than the itemized amounts for such Improvements (Per Exhibit C, D or E) the difference remaining shall be promptly paid to Owner. In the event the Board finds in favor of Owner, then the Improvements in issue shall automatically be deemed Substantially Complete without requirement of any further action. ACLP need only provide;written notice to Escrow Agent, with a copy to the City that the Board found in favor of Owner. Such notice to Escrow Agent shall be deemed the equivalent of a Certificate of Substantial Completion from.the. Board. Upon receipt of such notice, Escrow Agent is authorized to''immediately release to Owner the total itemized amount (Per Exhibit C, D, or E) corresponding to all. Improvements which the City has certified as Substantially Complete minus the 10% withholding as per Section 26.445.070(C)(4) of the Land Use Code. Notwithstanding anything to the contrary contained herein, after any and all partial releases, and once all, Improvements are Substantially Complete, the 10% withheld pursuant to Section 26.445.070(0)(4) of the Land Use Code shall be immediately released by Escrow Agent to ACLP. If there are delays in performance hereunder due to abnormal adverse weather conditions, acts of God, casualties or any causes beyond the control of Owner or the City, or by other causes which reasonably would justify delay, then the affected time period or deadline shall be extended for a reasonable period of time, as may be agreed upon by the parties. No agreement to extend may be unreasonably withheld or delayed. It is the express understanding of the parties that compliance with the procedure set forth in Article VI below pertaining to the procedure for default and amendment of this Agreement shall be required with respect to the enforcement and implementation of the financial assurances and guarantees to be provided by Owner as set forth above; provided, however that all Page 14 of 19 procedures and requirements of this Article V shall be exhausted by the City before any action under Article VI below is taken by the City with regard to matters pertaining to this Article V. ARTICLE VI NON-COMPLIANCE AND REQUEST FOR AMENDMENTS OR EXTENSIONS In the event that the City determines that Owner is not acting in substantial compliance with the terms of this Agreement, the City shall notify Owner in writing specifying the alleged non-compliance and asking that Owner remedy the alleged non- compliance within such reasonable time as the City may determine, but not less than 30 days. If the City determines that Owner has not complied within such time, the City may issue and serve upon Owner a written order specifying the alleged non-compliance and requiring Owner to remedy the same within thirty (30) days. Within twenty (20) days of the receipt of such order, Owner may file with the City Council either a notice advising the City that it is in compliance or a written request,to. determine any one or both of the following matters: (a) Whether the alleged noncompliance exists or did. exist, or (b) Whether a variance, extension of Gime or amendment: to this Agreement should be granted with respect to any such non-compliance which is determined to exist. Upon the receipt of such requests the City shall promptly schedule a meeting of the parties to consider the'matters set forth in the order: of noncompliance. The meeting of the parties shall be convened and conducted pursuant to the procedures normally established by the City.` If the City determines that a non-compliance exists which has not been remedied, itmay issue such orders as may be appropriate, including the imposition. of daily fines until such non-compliance has been remedied, the withholding of permits and/or certificate of occupancy, as applicable; provided, however,: no order shall terminate any land use approval. The City may also grant such variances,; extensions of time or amendments to this Agreement as it may deem appropriate under the circumstances In addition to the foregoing, Owner may, on its own initiative, petition the City for a variance, an amendment to this Agreement or an extension of one or more of the time periods required for performance hereunder. The City may grant such variances, amendments to this Agreement, or extensions of time as it may deem appropriate under the circumstances. The parties expressly acknowledge and agree that the City shall not unreasonably refuse to extend the time periods for performance hereunder if Owner demonstrates that the reasons for the delay(s) which necessitate said extension(s) result from acts of God or other events beyond the reasonable control of Owner, despite good faith efforts on its part to perform in a timely manner. Page 15 of 19 ARTICLE VII GENERAL PROVISIONS 7.1 The provisions hereof shall be binding upon and inure to the benefit of Owner and City and their respective successors and assigns. 7.2 This Agreement shall be subject to and construed in accordance with the laws of the State of Colorado. 7.3 if any of the provisions of this Agreement or any paragraph, sentence, clause, phrase, word, or section or the application thereof in any circumstance is invalidated, such invalidity shall not affect the validity of the remainder of this Agreement, and the application of any such provision, paragraph, sentence, clause, phrase, word, or section in any other circumstance shall not be affected thereby. 7.4 This Agreement and the exhibits attached hereto contain the entire understanding between the parties hereto with respect to the transactions contemplated hereunder. Owner, its successors or assigns, may, on its own initiative, petition the City Council for an amendment to this Agreement or for an extension of one or more of the time periods required for performance hereunder The City Council shall not unreasonably deny such petition far amendment or extension after considering all appropriate circumstances. Any such.amendments or extensions of time shall only become effective upon the execution by all parties hereto that are affected by the proposed amendment. 7.5 Numerical and title headings contained in this Agreement are for convenience only, and shall not. be deemed determinative of the substance contained herein. As used herein, where the. context requires, the use of the singular shall include the plural and the use of any gender shall include all, genders. 7.6 Upon execution of this Agreement by all parties hereto, City agrees to approve and execute the Final Plat and to approve the Approved Plan Set and to accept the same for recordation in the Office of the Clerk and Recorder of Pitkin County, Colorado, upon payment of the recordation fees by Owner. 7.7 Notices to be given to the parties to this Agreement shall be considered to be given if hand delivered or if deposited in the United States Mail to the parties by certified mail, return receipt requested, or when sent via facsimile transmission, at the addresses indicated below, or such other addresses as may be substituted upon written notice by the parties or their successors or assigns.. CITY: City of Aspen City Manager 130 South Galena Street Aspen, CO 81611 (Fax No. ) Page 16 of 19 OWNER: Iconic Properties — Jerome, LLC c/o Friedkin Companies, Inc. Attn: Eric Williamson 1375 Enclave Parkway Houston, TX 77077 (Fax No. (Email: ewilliamson@friedkin.com) With Copy to-. 7.8 This Agreement may be executed in counterparts, inwhich case all such counterparts together shall constitute one and the same instrument which is binding on all of the parties thereto, notwithstanding thatall. the parties are not signatory to the original or the same counterpart. Facsimile and email signatures shall be treated as original signatures hereon. 7.9 The terms, conditions, provisions.and obligations herein contained shall be deemed covenants that run with and. burden the. Property;'and any and all owners thereof or interests therein, their respective successors, grantees or assigns, and further shall inure to the benefit of an.4 be specifically enforceable by or against the parties hereto, their respective successors, grantees or assigns. IN WITNESS WIIEREOF, Ahe parties have hereunto set their hands and seals as of the day .and year first above written. CITY: CITY OF ASPEN, COLORADO, a Colorado municipal corporation By: Steve Skadron, Mayor Attest: City Clerk APPROVED AS TO FORM: James True, City Attorney Page 17 of 19 STATE OF COLORADO } ss. COUNTY OF PITKIN } The foregoing instrument was acknowledged before me this , 2016, by Steve Skadron as Mayor and City of Aspen, Colorado, a municipal corporation. day of as City Clerk of the The foregoing instrument was acknowledged before me this day of 20.16, by as Manager of Iconic Properties — Jerome, LLC, a Delaware limited liability.company. Witness my hand and -official seal. My commission expires: Notary Public Page 18 of 18 theower of dimming wan Cld�USt–e-lume" I� J TFC1WalocY PROJECT: TYPE: CATALOG NUMBER: SOURCE: NOTES: EL CAPITANTM 11 EXHIBIT a CATALOG NUMBER LOGIC EC LED ❑ ❑ Example - EC - LED - e65 - SP - A7 - BLW - 12 - 11 - B Material Blank - Aluminum 8 Brass S - Stainless ogles - EC - EI Capitan Series - Source I I I LED - 'e Technology with integral Dimming Driver (See Specifications for Dimming) Designed for use with remote 12VAC OfNSL• transformers. Requires magnetic Low Voltage dimmer, LED Type e64 - 7WLED/2.7k e66 - 7WLED/0.k e65 7WLED/3k e74 - 7WLED/Amber Optics* NSP - Narrow Spot (Red Indicator) MEL - Medium Flood (Yellow Indicator) SP - Spot (Green Indicator) WFL - Wide Flood (Blue indicator) Adjust -e -Lome® Output Intensity (ch.ractaq eturg) A9 (Standard), AS, A7, A6, A5, A4, A3, A2, Al rJ, Aluminum Finish Brass Finish ^Powder Coat Color Satin Wrinkle Bronze BZP BZW Black SLP BLW White (Gloss) WHP WHW Aluminum SAP — Verde — VER Lens Type 12 _ Soft Focus Lens Shielding 11 - honeycomb Baffle* Cap Style A - 45° 8 - g0° 'Accommodates up to 2 Lens/Shielding media 93 - Machined MA[ ABP Antique Brass Powder Polished POL AMG Aleutian Mountain Granite Mirique'. MIT AQW Antique White Stainless Finish BCM Black Chrome Machined MAC BGE Beige Polished Brushed BPP Brown Patina Powder CAP Clear Anodized Powder 93 - POL BRU Rectilinear Lens C - Flush Premium Finish CMG Cascade MounFain Granite RMG Rocky Mountain Granite CRI Cracked Ire SDS Sonoran Desert Sandstone CAM Cream SMG Sierra Mountain Granite HUG Hunter Green TXF Textured Forest MDS Mojave Desert Sandstone WCP Weathered Copper NBP Natural Bross powder W1R weathered Iron D - 45° less Weep Hale E - 90° less Weep Hole F - 90'cutoff with Flush Lens flnterfor Use only) (Interi SUB000942 OCP Uid Co er PP Alsoavaflahie In RAL Anfshes {m e„A,ni»nl Clln-ra�o_nn or Use only} DRIVER DATA InputV°1ts InRush Current Operating Current Dimmable Operation Ambient Temperature 12VAC/DC 50/60L(z 250mA (non -dimmed) 700mA Magnetic LowValtage Dimmer -10°F-130°F LM79 DATA L70 DATA *OPTICAL DATA CRI Minimum Rated Life (his.) e66 BK N°. CCT(Typ.) Input Watts (ryp.) (ryp.) 7096 ofinl£iallumens(L70) Beam Type Angle CBCP Visual Indicator L-64 2700K 7.0 80 50,000 Narrow Spot 13° 6889 Red Dot e65 30001( 7.0 80 50,000 Spot 15° 5225 Green pot C66 4000K 7.0 80 50,900 Medium Flood 23° 7984 Yellow pot e74 Amber (590nm) 7.0 - 50,000 Wide Flood 31* 40429 Brickyard Drive •Madera, CA 93636 •USA RELEASED DRAWING NUMBER awa LIGHTING www.bklighBng.�om 06-06-16 F�fo@blclightng com SUB000942 1300 Blue pot ?HIS OaCUMcFM CONTAINS PROPRIETARY INFORMATION of EEK LIGHTING, INC. AND ITS RECEIPT OR POSSESSION GOES NOT CONVEY ANY RIGHTS TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO MANUFACTURE, USE OR SELL ANYTHING IT MAY DESCRIBE. REPRonuC7EON. DISCLOSURE OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF B -K LIGHTING, INC. 15 STRICTLY FORBIDDEN. SUB000942 the ewer of dimming. .d}ust—e-lumell T� U � ..�.7 roar FRONT VIEW WD" CAP _B/E1F" CAP 0 o O O nxrmm3 ma °a tsTm�u h a SIDE VIEW SPECIFICATIONS PROJECT: TYPE: "C" CAP O 0 uaim"3 comma 4' 4' poxmml [to]mml 3!9'- 3re' L•.. IInmM �V {lemml 1 E F xx vr,nmr 4- Green5ource Initiative'" Metal and packaging components are made from recycled mater#ais. Manufactured using renewable solar energy, produced on site. Returnable to manufacturer at end of life to ensure cradle -to -cradle handling. Packaging contains no chlorofluorocarbons (CFCs). Use of this product may qualify for Green5ource efficacy and recycling rebate(s). Consult www.dkilghting.comlgreensource for program requirements. Materials Furnished in Copper -Free Aluminum (Type 606146), Brass (Type 360) or Stainless Steel (Type 316). Body Fully machined from solid billet. Unibody design provides enclosed, water -proof wireway and integral heat sink for maximum component life. High temperature, silicone `o' Ring provides water -tight seal. Cap Fully machined. Accommodates Il) lens or louver media. Choose from 45° cutoff (W or `D'), I' deep bezel with 90" cutoff ('B' or 'E'), flush lens ('CJ cap styles, or 1" deep cutoff with flush mounted lens ('F). `A' and W caps Include weephole for water and debris drainage. `D' and 'E' caps exclude weep -hole and are for interior use only. Lens Shock resistant tempered, glass lens is factory adhered to fixture cap and provides hermetically sealed optical compartment Specify soft focus (412) or rectilinear (#13) lens, BKSSLI Integrated solid state system wlth'e'technobgy is scalable for field upgrade. Modular design with electrical quick disconnects permit field maintenance. High power, forward throw source complies with ANSI C78.377 binning requirements, Exceeds ENERGY STAR' lumen maintenance requirements. LM -80 certified components, integral, constant current driver. 12VAClVDC input 50160W. Proprietary input control scheme achieves power factor correction and eliminates inrush current. Output, over - voltage, open -circuit, and short circuit protected. Inrush current limited to <lA (non -dimmed). Conforms to Safety Std, C22.2 No. 250.13-12, Dimming Line voltage dimmable via magnetic low voltage dimmer. For use with low voltage dimmer with dedicated neutral conductor. For purposes of dimming: Remote magnetic transformer with BKSSL® Power of 'e' technology loads shoold be loaded to 25% of the transformer VA {watts) rated value. Optics Interchangeable OPTIKIT" modules permit field changes to optical distribution. Color -coded for easy reference: Narrow Spot (NSP) m Red. Spot (SP} T Green. Medium Flood (MFL) = Yellow, Wide Flood (WFL) — Blue. Adjust-a-Lume' (Pat. Pending) Integral electronics allows dynamic lumen response at the individual fixture. Indexed (100% to 25% nom.) lumen output. Maintains output at desired level or may be changed as conditions require. Specify factory preset output intensity. Installation 5" dia., machined canopy with stainless steel universal mounting ring permits mounting to 4" octagonal junction box (by others). Suitable for uplight or downlight installation. EL CAPITANTM CANOPY DETAIL 31/2'0.0 {89mm} _ I I 318, • { (10mm) o O o (127mm) UNIVERSAL RING Accessories (Configure separately) Remote options: O TR Series UPMRM' All dimensions indicated on this submittal are nominal. Camact Terhnlral Sales ilyon require more stdn0ent lia—fixations. Remote Transformer For use with 12VAC OW5�99L remote transformer or magnetic transformers only. 8-K Lighting cannot guarantee performance with third party manufacturers'transformers. Wiring Teflon' coated, I BAWG, 600V, 250° C rated and certified to UL 1659 standard. Hardware Tamper-resistant, stainless steel hardware. Canopy mounting screws are additionally black oxide treated for additional corrosion resistance. Finish SwGuard®, our exclusive RoHs compliant, 15 stage chromate -free process cleans and conversion coats aluminum components prior to application of Class'A' TGIC poiyester powder coating. Brass components are available In powder coat or handcrafted metal finish. Stainless steel components are available in handcrafted metal finish. (Brushed finish for Interior use onty). Warranty 5 year limited warranty. Certification and Listing ITL tested to IESNA inn -79. UL Listed. Certified to CAN/CSA/ ANSI Standards. Suitable for indoor or outdoor use. Suitable for use in wet locations. RoHs compliant. Made in USA. e& ItoHS_' IW asrau UBA Bon Is a regio n re trademark nlrluAk -f theomtlon. °Energy Siar is a regizferca fmdemork of the unfired scales EnvironmenPol p orecrfonAgenry. n ®� ® E31com 40429 Brickyard Drive • Madera, CA 93636 ° USA RELEASED RAWING Nt1MBER �SU13000942 ® www bklghttiin .com -info@b�8hting 9 g• info@?bklighting.com 06-06-16 TECH foes by A4 16' 20.4 18.2 17.8 12, 36.3 32.3 31.6 g g1.6 72.7 71.0 4' 326.6 250.6 284,1 8'......6.... 4; '. 2e: .a,".2:,.4',..5, 8 Nate: lfusina Na I f bon¢v hbale mOwlyf—flwdle values by.91 Nate: lfusingNa. / l horaytamd balRemuftipty raoKandle vafues by.80 E1lI tance :i-� iVarrow Spot -4K 3K -. 2.7K ro , 2p' 17.2 15.3 15.0 16' 26.9 23.9 23.4 12' 47.8 42.6 41.6 a 107.6 95.8 93.6 4 436.6 383.2 374.6 4....2...0.,2.. 4 Note: Ifusing No. 1 ! hon¢yromb bafAemult+ply laa#andle vu foes by A4 16' 20.4 18.2 17.8 12, 36.3 32.3 31.6 g g1.6 72.7 71.0 4' 326.6 250.6 284,1 8'......6.... 4; '. 2e: .a,".2:,.4',..5, 8 Nate: lfusina Na I f bon¢v hbale mOwlyf—flwdle values by.91 Nate: lfusingNa. / l horaytamd balRemuftipty raoKandle vafues by.80 Select 000111 for desired distribution RED Narrow Spot (NSP) GREEN ° Spot (SP) YELLOW r Medium Flood (MFL) BLUR Wide flood (WFL) Set adjust-&luln& Dial to desired output N5d Nofe: 1t using No. i l honey oma belnemuHrpfyfaof<anal¢ yalucs dy.BO 40429 Brickyard Drive • Madera, Caltfornia 93636 • 559.438.5800 B -K LIGHTINGwww.bklighting.com i� Select 000111 for desired distribution RED Narrow Spot (NSP) GREEN ° Spot (SP) YELLOW r Medium Flood (MFL) BLUR Wide flood (WFL) Set adjust-&luln& Dial to desired output N5d Nofe: 1t using No. i l honey oma belnemuHrpfyfaof<anal¢ yalucs dy.BO 40429 Brickyard Drive • Madera, Caltfornia 93636 • 559.438.5800 B -K LIGHTINGwww.bklighting.com nP!; �L Electronic Transformer the power of TRe20 Example TRe20 Series TRe20 - TRe20 Electronic Transformer for�r' 92, " Powerof`e' - 105-300 VAC 50160 Hz. Non -Dimming Series Input Voltage Min. Load Max Load TRe20 105-300VAC 1W 20W Notes., 1, Operafing ambient temperature range -10'F to 130'F, 2, Not to exceed 15 foot overall wiring distance using 12 gauge copper wire. A .. 111111111 LINE (BLACK) Output COMMOM(WHnL) TRe20 FiMure o� put GROUND(GREEN) 15' Max QDo not exceed 15 foot overall wiring distance using 12 gauge copper wire. Failure to comply with specific wiring requirements will void product warranty. SPECIFICATIONS Installation Line voltage transformer flowers fixtures equipped with BKSSL Power of'e' Technology. Suitable for use in ambient temperatures ranging from -10F to 130F. Not to exceed 15 foot overall wiring distance using 12 gauge stranded copper wire. Suitable for installation into 4" Octagonal junction box with extension ring or larger fill size. Housing Fully encapsulated, extruded aluminum casing with blackannod€zed finish. Class'A'sound rating. Captive retractable mounting feet for mechanical attachment. PROJECT• TYPE: CATALOG NUMBER, SOURCE. NOTES. Input 105-300VAC primary voltage. 50/601-1z. Non Dimming. Electrical >90% Power Factor, >80% Efficiency (under full load at 110 VAC). Inrush current limited to 5A max. Thermal shutdown with auto -restart. Output 12VDC. One flj watt minimum load. 20 watt maximum load. Overload, short circuit, and open circuit protection. Wiring Teflon® coated, 18AWG, 600V, 25W C rated and certified to UL 1659 standard. Warranty S year limited warranty, Certification and Listing UL / UL -C Listed to ANS€/UL Standard 1838 and Certified to CAN/CSA Standard C22.2 No. 250.7. Listed for use in a junction box (By Others). 'Fenarl llare9f�Ierealra6emakWrh,Fan�C rnormmn EMMA 40429 Brickyard Drive • Madera, CA 93636 • USA SUBMITTAL DATE SUBMITTAL NUMBER ® 559438.5800 • FAX 559.438.5900 www,bklighVng.com • info@bklighting.com 6"25"13 SUB -2000-00 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION OF R -K Ll GETTING, INC. AND ITS RECEIPT OR POSSESSION DOES NOT CONVEY ANY BIGHTS TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO MANUFACTURE, USE OR SELL ANYTHING IT MAY DESCRIBE REPRODUCTION, DISCLOSURE OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF R -K LIGHT€NG, INC 15 STRICTLY FORBIDDEN. FEATURES & SPECIFICATIONS INTENDEDUSE—Typicalapplicationsincludecorridors,lobbies, conference rooms and private a ces. CONSTRUCTION — Galvanized steel mounting/plaster frame; galvanized steel junction box with bottom -hinged access covers and spring latches. Reflectors are retained by torsion springs. Vertically adjustable mounting brackets with commercial bar hangers provide 3-314" total adjustment. Two combination W'-3/4" and four W' knockouts for straight-thmugh conduit runs. Capacity: 8(4in, 4 out). No. 12 AWGconductors, rated for 90°C. Accommodates 12"-24"jo15t spacing. Passive cooling thermal management for 25°C standard; high ambient (40"C) option available. Light engine and drivers are accessible from above or below cei ling. Maxceiling thickness 1-112 OPTICS ---- LEDs are binned to a 3 -step SDCM; 80 CRI minimum. LED lightsoureeconcealed With di using optical lens. General illumination lighting with l.OS/MHand 55'cuto to source and source image. Self -flanged anodized reflectors in specular, semi -specular, or matte di usefinishes. Also available in white and black painted reflectors. ELECTRICAL -- Multi -volt (120-27711 501601-14eldoLEO O -10V dimming drivers mounted to junction box, 10% or 1% minimum dimming level available. 0-10V dimming fixture requires two (2) additional low -voltage wires to he pulled. 70% lumen maintenance at50,000 hours. LISTINGS — Certified to US and Canadian safety standards. Damp location standard (wet location, covered ceiling optional). WARRANTY — 5 year limited warranty. Complete warranty terms located at .zwsvu,gcuityhnnis_con�ItiustanterRaseurcesl.Lerirs anrl_sonditlo€�,asx Actual performance may di eras a result ofend-user environment and application. Ail values are design or typical values, measured under Iaborataryconditions at 25'C. Note: Specifications subject to change without notice. LDN6 catalog Number Notes Type 6" OPEN and WALLWASH LEIS Non -IC New Construction Downfight -GHT Iac�tlaN � Lead times will vary dependinq on options selected. Consult with your sales representative. Exalnole:LDN6 35/15L06ARMV0LTEZ1O LDN6 6" round 271 301 351 401 2700K 3000K 3500K 4000K 05 10 15 20 500 lumens 25 1000fumens 30 1500 lumens 40 2000 lumens 50 2500 lumens 3000€umens 4000lumens 50001umens Lob LW6 Downlight Wallwash AR Clear WR' White BR' Black LSS Semi-speculaf LD Matte di use LS Specular MVOLT Multi -volt 120 120V 277 277V 347' 347V Dover; Options 1710 eidoLED10%0-10V SP Single fuse NPS80EZER" nLfight® dimming packcontrols0-10VeldoLEDdrivers. ERcontrols fixtures an ELI eldoLED 1%0-10V TRW` White painted Range emergency circuit. TRBLs Slack painted flange HAD High ambient option ELR° Batterypack(female) CP Chicago Plenum ELI Batterypack WL Wet location NPS80EZ° nLight®dimming pack controls 010V RRL RELOCCready luminairy connectors enable a simple and consistent factory installed eidoLED drivers. option across all ABL luminaire brands. Refer to RRL for complete nomenclature. Available only in RRLA, RRLB, RRLAE, and RRLC125. Accessories: Drderassepa�atecafalognuintier, EAIrII.MU-7 Compact interruptible emergency AC power system EACISSMLL) Compact interruptible emergency ACpowersystem GRA681Z Oversized trim ring with 8" outside diameter' SCA6 Sloped ceiling adapter. Refer to TECH -SCA for more options, Notes 1 Overall heightvaries based on lumen package; referto dimensional chart on page3. 2 Not availabiewith finishes. 3 Not availabtewithemergency options. 4 Mustspudlyvoltage120VorMV, 5 Available with dear(AR)reflector only. DOWNLIGHTiNG LDN6 PHOTOMETRY Consult Factory for Photometry. y LO N6 An--McuifVBrands Company OOWNLUTING: floe Whonia Wav Conyers, GA 30912 Phniw 800-315-14935 Fax: 770-860-3129 www.lithoeia.coar (0 2014-2015 Acuity Orands Lighting, Inc. All rights reserved. Rev. MOM M '... ,,. _lf. 'All dimensions are inches (centimeters) unless otherwise noted. LON61500 LUMEN 11 [27.9 1UA [26.23 i O - 0 4 [)2 9] -1111114,51 Aperture: 6-1/4 (15.9) Ceiling Opening: 7-1/8 (18.1) Overlap trim: 7-1/2 (19.1) 11 [z7e o ion [26.21 t 0 Marked Sparing: 24 x 24 x 10 Aperture: 6-1/4 (15.9) Ceiling Opening: 7-1/8 (18.1) Overlap trim: 7-1/2 (19.1) LON6CP JILI 1111. rwa Masked Spadng above 3400 lumen: 24 x 24 x 10 AperWre: 6.1/4 (15.9) [elling opening: 7-1/a (18.1) Oveft tram: 7.1/2 (19.1) Nates Tested in aEcordance with 11 SNA TM -79-08. Tested to current IES and NEMA standards understabilized laboratoq conditions. CRI: 9fl typical. LON6 5000 LUMEN LON63000 LUMEN ll [27.9 10 6 [26.21 1 O Aperture: 6-1/4 (15.9) Ceiling Opening: 7-1/8 (18.1) Overlap trim: 7-1/2 (19.1) 1�1 LUNG 1500 EL-ELR 19P, �I 0 [4a.51 Q [ 4.91 Marked Spacing above 30401urr— Z4 x 24 x lE Apert 2: 6-1/4 (15.9) CeMng Opening: 7-118 (18.1) Overlap trim: 7-1/2 (19.1) LONG An ° " cuftBrand5 Company 00IMMLIGHTING: One lilhenia Way Conyers, GA 30012 Phune: 800-315-4938 f=ax: 770-850-3129 www.iithania.roin cC) 2014-2016 Ae€lity Brands Lighting, Inc. All ri(Ihts rnserved. Rev. 06/07116 ADDITIONAL DATA t 0tear(RRj.' Model number MANUFACTURER PART NO. POWERBOOSTER AVAILABLE LutrGhl niva®DVTV LLIEtk ' 0lv0DVSCTV Nova T1NTFTV NovO NFTV Lev€tan? AWSMT-70W CN100 AWSMG-70W PBO0 AMRMG-70W 1500 Leviton Centura Fluorescent Control System IllumaTechl IPI Series Synergy® Iso ac ROMFC SLOLPCS Digital Equinox (DEQBC) Douglas Lighting Controls WPC -5721 CATS 1OFF J1 FntertainmentTechnoi- o9y Tap Glide TG600FAM120 (120V) 15', CA1515FT Tap Glide HeatsinkTGN1500FAM120(120V) OasisDA2000FAMU Honeywell EL1315A1019 EL7305A1010 (optional) FL7315A1009 HUNT Dimming Preset slide: PS-010-IVand PS -010 -WH Psesetstrde. PS -010 -3w -IV andPS-010-3W-UdH Presetslide, controls FD -010: PS -IFC -010 -IV and PS-IF0010-WH-1201277V Presetsfide, controls FD -010: PS-IFG010-3W-IV and PS41],010-3W-WH-1201277V Remote mounted unit: FD -010 Lehigh Ffectronic Products Solitaire PBX POM Electrical Products WPC -5721 StarOeldControls IR61 WithBALI interface port RT03DALInetRouter Wattstopper, LS -4 used with LCD -101 and ECD -103 t 0tear(RRj.' Model number lnifatlumeris Emergency;: Lumen '. pacW00: ........................... Watts LLIEtk ' LEDdrnrex -;' 600 12 500 PS105U 1000 18 575 PS1050 1500 26 640 PS1050 2000 35 690 PS1050 �T is . 2700K SOCRI 0.950 1,000 1.025 � �rseo ez WIRING KEY OR -0—m .::....... ©...._..... lAmmkrg 151ms n[M nE�CN WaliPod stations Model number Whito(ORH Black R), Specular(LS) 1.0 NIA NIA Semi-sperular (LSS) 0.950 NIA NIA Matte di use (LB) 0.85 NIA NIA PaintedN1A Model number 0.87 0.73 �T is . 2700K SOCRI 0.950 1,000 1.025 � �rseo ez WIRING KEY OR -0—m .::....... ©...._..... lAmmkrg 151ms n[M nE�CN WaliPod stations Model number Occupancy sensors Model number On/Off nPODM [color] Small motion 360', ceiling (PIR I dual tech) nCM 91 nCM PDT 9 On/Off & Raise/Lower nPODM DX [calor] Large motion 360°, ceiling (PIR! dual tech) nCM 101 nCM PDT 10 Graphic Touchscreen nPOD GFX [color] Wide view (PIR I dual tech) nWV 161 nWV PDT 16 Photocell controls Model number Wall Switch w1 Raise/Lower (PIR I dual tech) nWSX LV DX 1 nWSX PDT LV DX Dimming "CM AOCX Cat -5 cables (plenum rated) Model number 10', CAT510FT CATS 1OFF J1 15', CA1515FT CAT515FT 11 LONG A n ­1.11cultyBrandsCornpany UOWNLIGFITING: One Lifhonia Way Conyers, GA 30912 Phone: 800-315-4935 Fax: 770-860-3129 vm.li0 onia.com © 2014-2016 Acuity Brands Lirlhtirim, Inc. Ail rights reserved. Rev, 06107/16 Specifications Luminaire Height: 9-318" {23.8 cm} Width: 18" {45.7 cm) Depth: 9 l2za gym) Weight: 17 lbs (7.7 kg) �=H WSQ LED WSQ LED 1 One engine (1O LFDs) 2 Twoengines (20 Lips) WSQ LED Architectural Wall Sconce ligifiiirng art acts Inverted available with WLU option only. Height: 4„ (10.2 cm) Width: 5-1/2" (14-0 cm) Depth: 1-1/2" (3-8 cm) W For 3/4" NPT side -entry o ° ° o conduit H Catalog Number Notes Type Introduction The classic Architectural Wall Sconce is now available with the latest in LED technology. The result is a long -life, maintenance -free product with typical energy savings of 75% compared to metal halide versions. The integral battery backup option provides emergency egress lighting, without the use of a back -box or remote gear, so installations maintain their aesthetic integrity. The WSQ LED is ideal for replacing existing 50- 175W metal halide wall -mounted products. The expected service life is 20-F years of nighttime use. �P��. WSQ .�� D 2 1OA700/40K SR3 MVOLT DDBTXD 700mAoptions: SR2 Type 11 MVOLT I Shlppedincluded Shipped installed DDBXD Darkbronze 10A700130K 3000K S113 Typelll 120' (blank) Surfacemaunt PE Photoeiectiicceli,huttantypeas DRLXD Blatk 1OA700140K 4000K SR4 TypelV 2081 Shipped separately' SF Single fuse (120,277,347V) DNAXD Natural aluminum IOA700150K 5000K 2401 BBW Surface-mounled DF Double (use (208, 240, 480V) ^ DWHXD White 2771 back box DMG 0-10Vdimming driver (no controls) DSSXD Sandstone BTS Uptilt5degrees LLCW finergencybattery backup I DDBTXD Textured dark bronze 347 WLU Wet location door for up orientation DBLBXD Textured black 480 PIR Motianhmbient light sensor DNATXD Textured natural DS Dua€switching' aluminum Shipped separately DWHGXD Textured white VG Vandal guard DSSTXD Textured sandstone W6 Vlrreguard Emergency Battery Operation The emergency battery backup (ELCW option) is integral to the luminaire - no external housing requiredl This design provides reliable emergency operation while maintaining the aesthetics of the product. All ELCW configurations include an independent secondary driver with an integral relay to immediately detect AC power loss. Dual light engines are wired in paratiei so both engines operate in emergency mode and provide additional component redundancy. These design features meet various interpretations of - The emergency battery will power the luminaire for a minimum duration of 90 minutes (maximum duration of three hours) from the time supply power is lost, per -:r and ; ... .. .. provided luminaires are mounted at an appropriate height and illuminate an open space with no major obstructions. The examples below show illuminance of 1 fc average and 0.1 fc minimum of the single-engine Type IV product in emergency mode. s -,rf .� 22 WST LEC] 1 1OAY00140K SR4 �w2�t't s7 �1 as-' D;r'Z, MVOLT ELCW - c 10`x10'Gridhnes _ t pj­ 8' and 12' Mounting Height '^r2 �'� - ) r. NOTES 1 MVQLT driver operates on any line voltage from 120-277V (5016D Hz). Specify 120, 208, 240 or 277 options only when ordering with photocell (PE), fusing (SF, DF), or dual switching (DS). 2 May also be ordered separately as an accessory. Ex: WSBBW DDBXD U. Must specify finish. 3 Must be ordered with fixture; cannot be field installed. 4 Not available with MVOLT option. Button photocell (PE) can be ordered _ with a dedicated voltage option. Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. 5 Not available with 480V option. Not available with motion/ambient light sensor (PIR). 6 Integral battery pack is rated for -20° to 60°C operating temperature. is 3 -year period. Not available with 347V or 480V. Not available with WLU. 7 WLU not available with PIR or ELCW. 8 specifies the S ' - control (photocell included); see' for details. Includes ambient light sensor. Not available with "PE" option (button type photocell). Dimming driver standard Not available with WLU, VG or WG. 9 Provides 5W50 luminaire operation via two independent drivers and light engines on two separate circuits. Not available with one engine, MVOLT, ELCW, WLU, Sp. or D5 Must specify voltage; voltage must be the same for both drivers. When ordered with photocell (PE) or motion sensor (PIR), only the primary power source leads will be controlled. One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 WSQ-LED m 2411-201G Acuity Brands Lighting, Inc, All rights reserved. Rev. 04/27116 Lumen Output Lumen values are from photometric tests performed in accordance with IESNA LM -79-08. Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. 1 See electrical load chart for 3471480V system watts. Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F)- . -z !. 0"C 3211' 1.10 101C 50"F 1.06 20"C 68"F 1.02 25"( 77"F 1.00 3o°c 86"F 0,98 40°c 1 1047 0,92 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the WSQ LED 2 1OA700 platform in a 25°C ambient, based on 10,000 hours of LFA testing (tested per IESNA LM - 00 -08 and projected per IFSNA TM -21-11), To cahrate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. �,/y z;; 4i- 25444 50,000 10,60 t i 1.4 94 488 4.77 Electrical Load 120 208 ' 240 2" 347 '480 24W 0.24 0.14 0.12 0.1 - - - 70n 29W' - - - - 0.09 0.67 47W 1 0.44 0.27 0.23 0.20 - 2 II 1 704 I I E 53W' II - - - - 0.77 0.12 1 Higher wattage is due to electrical losses from step-down transformer. To see complete photometric reports or download .les files for this product, visit p p p p ct, visit Lithonia L"€ghtings Isofoatcandle plots for the WSQ LED 2 10AM401( SR2, SR3, and SR4. Distances are in units of mounting height (12'). Distribution overlay comparison to 175W metal halide LEGEND 4 5 ] t a 1 2 3 4 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4 4 .. .. Ile 3 ... .. °.' 40.1 q .... ... a O.Sfc x z 2 1.0 fc .Z ry z m Q a .3 - SR2 .3 ... _.. SR4 . FEATURES & SPECIFICATIONS INTENDED USE The classic architectural shape of the WSQ LCD was designed for applications such as hospitals, schools, malls, restaurants, and commercial buildings. The long life LEDs and driver make this luminaire nearly maintenance -free. CONSTRUCTION The single -piece die-cast aluminum housing integrates secondary heat sinks to optimize thermal transfer from the internal light engine heat sinks and promote long life. The driver is mounted in direct contact with the casting for a low operating temperature and long life. The die-cast door frame is fully gasketed with a one-piece solid silicone gasket to keep out moisture and dust, providing an IP65 rating for the luminaire. FINISH Exterior parts are protected by a zinc Infused Super Durable TGIC thermoset powder coat Finish that provides superior resistance to corrosion and weathering. A tightly controlled multi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme dimate changes without cracking or peeling. Standard Super Durable colors include dark bronze, black, natural aluminum, sandstone and white- Available in textured and non -textured finishes. OPTICS Precision-moided acrylic lenses are engineered for superior distribution, uniformity, and spacing in waft -mount applications. Light engines are 4000K (70 CRI). The WSQ LED has zero uptight and qualifies as a Nighttime FinandlyTM11 product, meaning it is consistent with the LEFDO and Green GlobesThl criteria for eliminating wasteful uptight. LEGEND WSQ LED, 0.3 fc WSQ HID, 0.5 fe 10'W Sid .... Ik LLDs: WSQ 1167 - 0.72 WSQ LED - 47W WSLILED) 0.95 Y0SQLED21oA70040K5R4, WSQ I75M FT Probe, 12' Mounting Ht ELECTRICAL Light engine(s) consist of 10 high -efficacy LEDs mounted to a metal core circuit board and integral aluminum heat sinks to maximize heat dissipation and promote long life (1W,000 hrs at 25°C, L77). Class 2 electronic driver has a power factor >90%, THD <20%. Easily - serviceable surge protection device meets a minimum Category B (per ANSIAEEE C62.41-2). INSTALLATION A universal mounting plate with integral mounting support arms allows the fixture to hinge down for easy access while making wiring connections. LISTINGS CSA certified to U.S. and Canadian standards. Light engines are 11766 rated; luminaire is IP65 rated and suitable for wet tocations when mounted with the lenses down_ WLU option offers wet location listing in "up"orientation. Rated for -30°C minimum ambient. DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at to confirm which versions are qualified. WARRANTY 5 -year limited warranty Complete warranty terms located at: _.. Note: Actual performance may differ as a result of end-user environment and application. A9 values are design or typical values, measured under laboratnry conditions at 25 "C - Specifications subject to change without notice. One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • Fax: 770.918.1209 WSQ-LED ©2011-2016 Acuity Brands Lighting, Inc. All rights reserved, Ree 04/27/16 Model: SP1 -FB -275-3 Finish: Matte Bronze SPECIFICATION FEATURES Finish: Electrical: Labels: Our naturally etched finishes will withstand the test of time. All finishes are individually treated insuring consistency. Our meticulous application results in a fixture that truly becomes "a one of a kind". Available in 8-15V or 120V ETL Standard Wet Label C-ETL 21/8. Wet Listed VOLIS Tom P -- Glass ORDERING INFOR&ifATRON Moldel# Finishes SPJ-FG-275�. MBR^mm_ V = verde GM =Gun Metal M = Moss B = Black AG = Aged Brass R = Rusty MBR = Matte Bronze PVDP= PVD Polished SB = Satin Brass PVDS = PVD Satin Optic FB-WW-`-Y1t-TAI 0' ~11hs" 211e Wattage Optics Lumens Color Temp, Electrical ---- - - ^ WIDE ANGLE FLQOD 105 2700K 1W Wide Angle Flood 85 2766K B15V 3W 165 4666iC 126V 5W 125 6566K Mounting Sleeves The Versatile GDG Series Mounting Tabs a., 4 ,Iq, 4" 1fjj r f J� 1 11 /16v OD OD ( Model: F13 -CPS -1 Model: FB -CPS -2 Model: MCPS -1T DESCRIPTION Model#• 5PJ-FB-275 Engine:----- Engine: FB-SW-CYL TA105 (standard) (� q' ,. '-'� ,; , Luens. m 105 -- -- t I �'I G' Optic: Wide Angle Flood -_ on Color Temp: 2700K Model: FB -CPS 1-4 Model: FB-CPSI-CM Electrical: 8-15V, 120V Mounting: Recessed LED: Nichia 8/1s" 21/8. Wet Listed VOLIS Tom P -- Glass ORDERING INFOR&ifATRON Moldel# Finishes SPJ-FG-275�. MBR^mm_ V = verde GM =Gun Metal M = Moss B = Black AG = Aged Brass R = Rusty MBR = Matte Bronze PVDP= PVD Polished SB = Satin Brass PVDS = PVD Satin Optic FB-WW-`-Y1t-TAI 0' ~11hs" 211e Wattage Optics Lumens Color Temp, Electrical ---- - - ^ WIDE ANGLE FLQOD 105 2700K 1W Wide Angle Flood 85 2766K B15V 3W 165 4666iC 126V 5W 125 6566K Catalog Number: ITYpe For more dotated Infonnal:xt oa mavnirrg, wirilg ar insc3LsUw hshu tlom, pbaaso M)Wl factory. If jWes aro not orde ed with kues, please specify murntin9 requremen3s. This dar a — tair pmupLtay hfmaf n of lhsiontim Llghtirg LLC. Any use of this iniennalion requires the written epp—d of 5risioneire Ligh&g, LLC. In keeping wish our TQM poEcy of continuous improvement, vslamire reserves tlw right to change any specifications wntdned herein wAbout prior notice. 114 gIRL_1 Type I # of LEDs mA 4000K 120-277 Post Top Bronze Button Type Photocell {T1) 16 350 `Neutral while (46f) "Universal voltage 'Fits over3"D.D.tenon (BZ) (PC120) (PC208) Oft(76LC) (3) (voltage (PT) (PC240) (PC277) Type n 1 5000K 'Cote Wall Mount Black ( �) CIe(Cr ) ens � (32LC) (3) 3K) {80 (WM) _ White Type III 48 347 (WH) Lightly Diffused Lens (T3) (48LC) (8) (LDL) Forest Green Type IV (FG) Internal Light Shield (T4) (ILS) Grey (GY) Type V (T5) Silver Metallic R (SL) Type V -W Verdigris lTsw) (VG) Weathered Brown (WB) 'Wall Mount needs decorative mounting a m Custom Color (CC) For more dotated Infonnal:xt oa mavnirrg, wirilg ar insc3LsUw hshu tlom, pbaaso M)Wl factory. If jWes aro not orde ed with kues, please specify murntin9 requremen3s. This dar a — tair pmupLtay hfmaf n of lhsiontim Llghtirg LLC. Any use of this iniennalion requires the written epp—d of 5risioneire Ligh&g, LLC. In keeping wish our TQM poEcy of continuous improvement, vslamire reserves tlw right to change any specifications wntdned herein wAbout prior notice. 114 Housing • Decorative cast aluminum housing in designed for post top or wall mount. • All external hardware is stainless steel. Lens and Door Assembly • Tempered, textured glass is standard. Optional clear or lightly diffused lenses are available for use with internal prismatic glass refractor. Fixture is sealed with premium silicone gasketing for complete weather and insect protection and is secured with galvanized lens retainers. Optical System • Type I, 11 111, IV, V orType VW distribution Available. Quali-Guard® f=inish • Aluminum fixture components are chemically pretreated through a multiple -stage washer and finished with an electrostaticallyiapplied, thermoset polyester powder coat textured paint with a minimum of 3 to 5 -mils thickness. Finish is oven -baked at a temperature of 400 °F to promote maximum adherence and finish hardness. All finishes are available in standard and custom colors. • Finish is guaranteed for two (2) years. Mounting • Santa Rosa mounts over a 3 -inch O.D. tenon to a wide selection of decorative and custom mounting arms for both pole and wall mount applications (see Decorative Arms section of catalog). Electrical Assembly • The Santa Rosa LED series is supplied with a high-performance LED driver that accepts 120 V thru 480 V, 50 hz to 60 hz input. Power factor is 90%. Rated for -40 ° F operation. • 10 kV surge protector supplied as standard. Options • Button Type Photocell • Clear Lens - Lightly Diffused Lens • Internal Light Shield Listings • Santa Rosa is UL listed, suitable for wet locations. • Powder Coated ToughTm 1 [J( us LISTED *Optional decorative Cast Capital (VAC -01) 17" —� f' 18„ EPA: 1.2 VA115-S 1 EPA: 2.2 VA115-D2 22" 1 EPA: 0.9 VA115-WM f 7» *This arm is also available with fluted center slip -fitter 115 HASELDEN CONSTRUCTION Hotel Jerome Aspen, CO "DRAFT" Construction Management Plan (CMP) July 15, 2016 Contact List Owner Representative NV5 PO Box 1071 Vail, CO 81658 Senior Project Director — Chris Penny — (970) 471-6763 General Contractor Haselden Resort Constructors 6950 S Potomac Street Centennial, CO 80112 Senior Project Manager — Brian Hunt — (720)-341-7930 Project Superintendent — David Hanin — (303) 334-1028 State Certified Erosion Control Representative — Michael Gurule — (303) 483-8990 Architect Rowland & Broughton Architecture 234 E Hopkins Avenue Aspen, CO 81611 Scott McHale — (970) 708-5035 City of Aspen Planning and Zoning 130 S Galena Street Aspen, CO 81611 (970)920-5090 Building Department 517 E Hopkins Garden Level Aspen, CO 81611 (970) 920-5090 Aspen Fire Department Aspen Fire 420 E Hopkins Avenue Aspen, CO 81611 (970) 925-5532 Aspen Police Department Aspen Police 506 E Main Street, Suite 102 Aspen, CO 81611 (970)920-5400 EXHIBIT a B Jr HASELDEN CONSTRUCTION Roaring Fork Transit Authority Customer Service (970)384-4965 Aspen Valley Hospital 0401 Castle Creek Road Ashen, CO 81611 (970) 925-1120 HASELDEN- CONSTRUCTION 1.1 PURPOSE 1.2 APPLICABILITY 1.3 DEFINITIONS AND TERMS 1.4 REFERENCES 2.0 PROJECT INTRODUCTION 2.1 DISTURBANCE AREA 2.2 LOCATION 2.3 DESCRIPTION 3.0 PROJECT DOCUMENTATION 3.1 PERMITS/ OTHER DOCUMENTS 3.2 PUBLIC NOTIFICATION 3.3 PROJECT SIGN 3.4 CONTACT DESIGNATION am" BLIC HEALTH AND WELFARE TURAL ENVIRONMENT" 7 0 5.0 PARKING: MANAGEMENT 11 5.1 PARKING MANAGEMENT DORM 5.2 EMERGENCY VEHICLE. MANAGEMENT ACCESS AND ORDINANCE 35 5.3 CONSTRUCTION PARKING DETAILS 5.4 STAGING AREAS 5.5 CONSTRUCTION TRAILER, MATERIALS STORAGE, AND WASTE MANAGEMENT 6.0 TRAFFIC CONTROL 13 6.1 GENERAL 6.2 HAUL ROUTES 6.3 ONSITE VEHICLE LIMITATIONS 6.4 DELIVERY REQUIREMENTS 6.5 TRAFFIC CONTROL PLAN HASELDEK &A CONSTRUCTIGN Jerome Aspen, O "DRAFT" Construction Management Plan (CMP) TABLE OF CONTENTS - Continued IV IWO 4 HASELDER CONSTRUCTION The purpose of this construction management plan is to provide a consistent policy under which certain physical aspects of construction; management will be implemented on the Hotel Jerome Project. Success of this Construction Management Plan not.only depends on the systems and controls instituted by this plan, but on the leadership and commitment of workers, contractors, and suppliers. The goal of the. Project is to institute a program that promotes the desired results by all workers, contractors, and suppliers.. This plan is premised on the idea that it is better to support correct actions than to focus on correcting improper actions. This construction manai Construct combinatic steps that! Owners, r will demon II be take 3hbors, rate how managed. Herein...d Construction Manan according. ,to ite co and/or changes,will writing. A copy of# Construction Neil charge, is to ensue and to further enc with this project a dem n shall govern the construction of Hotel Jerome. in m The Construction Management Plan is a lents, drawings, and specifications that clearly define the nstrate hove the impacts to the Adjacent Property spen residents acid visitors will be reasonably minimized. This plan the impacts associated with this project will be proactively cribed as.CMP throughout the remainder of this policy, this ment Plan is a living ,document and will be updated as necessary iitions, phasing plans and any unforeseen conditions. Any updates communicated to the City of Aspen Engineering Department in approved CMP will be kept and maintained onsite at all times. ligation Officer- An appointed employee of the City of Aspen whose e that all aspects of the Construction Management Plan are followed, ire'that the impacts associated with construction activities associated e the least necessary to accomplish the project. Disturbance Area® A portion of land where the topsoil or native soils have been purposes of construction (development) removed for Best Management Practices (BMP's)- Schedules of activities, prohibitions of practices, maintenance procedures, and other management practices to prevent or reduce the pollution of waters of the state. BMP's also include treatment requirements, operating procedures, and practices to control site runoff, spillages or leaks, waste disposal, or drainage from material storage. HASELDEN CONSTRUCTION Tree Dripline and Protection Zone - Use the longest branch of the tree as a radius from the center of the tree and make a circle. The circle is then defined as the dripline and thus is the tree protection zone. Final Stabilization- The uniform vegetative cover has been established with density of at least 70 percent of pre -disturbed levels per State Storm Water permit. For major projects such as this final stabilization will require inspection by City Officials. A. City of Aspen Policy 205 -Right of Way. Permit Requirements. B. City of Aspen Policy 204-A Revocable Encroachment License Application C. City of Aspen Construction and Mitigation Standards for Work in the Public Right of Way D. City of Aspen Municipal Code Tides 13, 21, a E. City of Aspen Ordinance 35. F. Manual on Uniform Traffic Control Devices fo G. Colorado Department of Public Safety Generi H. Colorado Department of Transportation M&.S I. Colorado Department of Public Health and B Division This proje building, c feet of the courtyard. overall dis and 29 ')treets and Highways- 2003 Edition. Permit Part IBC onstruction Standards ronment- Air Pollution Control sists.of demolishing the non -historic additions from the Aspen Times action of a new three storystructure, combining the two lots, vacate 56 ining alley, new drop off and sidewalk work and redeveloping the current overall SF footprint of the project is approximatly 22,000 SF and the ce,encompa .ses the entire footprint. The project. is log corner of Main S of project locatio 2.3 DESCRIPTION at 310 (Aspen Times) & 330 (Hotel Jerome) Bast Main, on the and Mill Street. Please see project logistics plan Exhibit B for map The Hotel Jerome project consists of demolishing the non -historic additions from the Aspen Times building, construction of a new three story structure, combining the two lots, vacate 56 feet of the remaining alley, new drop off and sidewalk work, redeveloping the current courtyard, reconfigure and remodel existing hotel rooms. 0 4 If HASELDER & A ONSTRUC Haselden Construction will maintain all applicable local, state and federal licenses and permits that apply to this project. 3.1.1 The building permit will be applied for and paid by the Developer of the Project. 3.1.2 The following permits will be applied for by Haselden Construction: Right of Way Permits (as required), Permanent Revocable Encroachment License , Temporary Revocable Encroachment License, TemporarySign permit 3.1.3 The following agreements are in place; Historic Preservation Commission Resolution No. 37, Series of 2014,`'approved December 10, 2014; City Council Ordinance No 1, Series of 2016, approved May 9, 2016; Upon approval the following agreements will be added to the CMP: Development agreement for the Aspen Times and Hotel Jerome subdivision. , KJA-aII'M I[67ip 19RMrC+l0 3.2.1.1 Initial Public Notification'; Update The first public notification will occur no later than 10 days prior to the, start of construction. This notification will be sent out to adjacent property owners. The Notification will include the following items: 1. Project Phasing 2. Overall Project Schedule In order to proactively address any concerns during the construction phases, Haselden Construction will provide a designated representative that adjacent property owners can contact if a concern arises. A phone # and email address will be made available to contact this representative. The Haselden Representative will then contact the concerned individual within 24 hours to address the concern. HASELDEN CONSTRUCTION Prior r Operations Affect Adjacent i F i R Residents. If a construction operation will significantly affect the adjacent property owners, HCL will provide prior notification via email. These notifications will be related to construction activity that may affect them outside the normal everyday construction activities (i.e. noise related activities, etc.) these notices will be distributed weekly, in the form of an overall construction update. . . Construction hours will be limited to 7:30am to 5:30pm M -F and 9 am to 5 pm on Saturdays. No work, is permitted on Sunday's, 4t" of July day and/or weekend if it falls on'a Friday or Monday, Memorial Day through Labor Day weekends, Thanksgiving Day, Christmas Day and New Year's Day During Presidents Day: Hotel Jerome is in the Central Resort Area (CRA), therefore no work on exterior elements will be permitted, and interior work will be permitted during this time. During Christmas Week (92125-12/31): Hotel Jerome is in the CRA, therefore no exterior work will be permitted. Interior work will be permitted during this time. HASELDER CONSTRUCTION Holiday Season: Hotel Jerome is not in the Core Area therefore work will not be limited during the week leading up to Christmas per Appendix J Holiday Schedule. Interior work will be permitted during this time. Food & Wine Festival Hotel Jerome is in the CRA and therefore work will not be permitted the Friday and Saturday of this event. It is Haselden's intent to work inside the building past the hours listed above if necessary, but any work after these ours will be minimal noise generating activities and will not impact adjacent properties. Haselden may submit a work plan for approval to work 24 hours a day for interior work from;the City of Aspen Engineering Department during the offseason. Any variance of the above hours will be reviewed two (2) working days, in advance and approved by the City of Aspen. Cl, WNic7�u7i!E.'1Ir[le, This project has been designed to facilitate its development in a single delivery. Specific milestone dates are shown in;the project,cchedule under Appendix C. 4.4 ADJOINING PROPERTIES 1 SHORING OF. EXCAVATION' All excavation work shall be properly supported and shored to protect from any damage that might: Occur due to he construction activity. Haselden will provide engineered excavation and. shoringdrawings for this;wark upon application for permit. Construction fencing and barriers will be utilized around the perimeter of the project to protect pedestrians and adjacent property owners from any work that may occur on the outside of the building. City of Aspen Construction Management Plan Requirements Ilan outlines fencing to be constructed of 6' high chain link fence with green mesh as visualbarriers. Haselden intends to utilize our noise suppression fence in lieu of the traditional 6' construction fencing. Section 11 will provide detail on our noise suppression fencing when complete. Safety signage will be installed at the entrance gates indicating safety rules and check in procedures. The fencing outline will be shown on the Site Logistics Plan (appendix S when complete. Public Health and Welfare is an important concern of Haselden Construction, Haselden Construction pledges not to compromise the safety of our employees, subcontractors, or the public to achieve any operational or business objective during the construction of the Hotel Jerome. Our aim is to prevent all accidents and injuries. Each Superintendent has the responsibility to recognize and avoid unsafe situations and acts. Haselden 9 HASELDEN CONSTRUCTION Construction expects the entire construction management team to ensure safe and healthful working conditions, to instruct employees in safe practices and inform workers and public of any work place hazards. All employees are expected to work in a manner, which safeguards themselves and the public, and participate in the improvement of work conditions and work practices in order to reduce hazards at all Naselden Construction work sites. FIRE HYDRANT ACCESSISAFETY - Access to the fire hydrants will be kept clear, after installation and final testing. If necessary, barriers will; be utilized to protect and maintain access to fire hydrants at all times. Emergency response phone numbers will be posted on the site, in the job trailer and as required by city codes. Fire suppression equipment and first aid equipment will be on-site, in the site construction office and on-site, in appropriate areas. Individual hand held fire extinguishers will be located, as required, at the areas under construction. Early and;ongoing communication with the Aspen Fire Department will be critical to maintain a..clear understanding of construction plan. 4.7.1 Environmental procedures will be iri compliance with EPA (Environment Department of Transportation), and site storm water run-off, 4.7.2 Site clearing and on local BcosystE 4.7.3 Construction BM Protect the existi` 4.7.4. All hazards the manuft 4.7.5 Concrete v 4.7.6 On site fue accidental` 4.7.7 'Machinery standards .ited on this project';to. ensure ction Agency), CDOT''(Colorado Aspen requirements for construction on will be conducted in a manner to reduce the impact P's as indicated on the plans will be placed, and maintained to ng environment iterials will be disposed of or treated as per the requirements of *s recommendations. At. pits will be placed and maintained as indicated on the pians. g of equipment will be conducted in a designated area to prevent illage or contamination around the site. A on the project will abide by the City of Aspen noise abatement 1: per Section 11- NOISE SUPPRESSION below. 4.7.6 Tree removal will be required for the construction of this project. Both full removal and damage to roots within the drip line will occur. See attached drawing A1.1 for Tree Removal Plan. Per Municipal Code 13.20.020b a permit will be acquired prior to removal of trees. 10 HASELDEN ONSTRU T 5.1 RIGHT OF WAY MANGEMENT PLAN See Appendix L for right of way management plan which outlines work to take place within the public right of way. This plan identifies areas of encroachment including utilizing parking spaces for periodic staging. This plan also outlines areas of permanent and temporary encroachment permits. Haselden will maintain continuous access fo adjacent properties. Prior to start of constru from Fire, Police and Ambulance. 5.3 PARKING MANAGEMENT Shuttling of employees will be utilized for thi: for craft personnel. A small amount of parkii personnel on the project;site. Haselden con will utilize a carpool shuttle Van and promote Area for staging islimited on this F Time delivery basis Staging and' needed n..at'to impede`constructior fence on the North end of the new vehicles around the site and ,n will walk and gain approval roject as no onsite parking will be allowed will be made availabI& for management uction along with our key subcontractor's �e`of public transportation. Deliveries.will be managed on a Just in be Within the footprint of the building as staging area will also be located within our 5.5.1 The Hotel Jerome is in the Orange "encroachment zone. The restrictions for the Orange encroachment zone are: A fifteen foot encroachment will be allowed during the,on season. For corner lots, only one side of the building will be permitted: an encroachment during the on season. Sites will be limited to two on season encroacnrnents. 5.5.2 Refer to Appendix L for more information on use of the right of way. 5.5.3 For purposes'of encroachment license on season is defined as June 1s1 through Labor Day and November 15th through March 3151. 5.6.1 Our plan is to maintain a small construction office on site. Temporary utilities such as gas, power and water will utilize existing hotel services and temporary toilet facilities will be located on site. The location of these logistical items are noted in Appendix B -- Site Logistics Plan 11 FAF HASELDN- CONSTR UO 10th`. 5.6.2 Haselden Construction takes great pride in maintaining a clean well organized construction site. Haselden Construction will monitor the site on a daily basis to ensure that construction materials, debris, litter, and trash will be picked up on a continual basis and secured and for placed in the appropriate receptacle. Construction debris that migrates outside of the project boundary will be collected immediately and the perimeter of the site will be policed daily. A clean site inside and outside of the project boundary promotes safety and productivity which are two of our most valued commodities. 5.6.3 Haselden Construction will take the lead with regard to diverting construction debris from landfills. Haselden will coordirate waste management including separate roll --off containers as required to'meet or exceed the City of Aspen recycling requirements outlined below. 6.6.4 Haselden will recycle as required by the City of As Listed Below: 6.6.4.1 Both conventional anti construction related debris will be required to be recycled, according to this..document and City of Aspen Municipal Code (26.575.060). 5.6.4.2 Project site conventi 7, tin, aluminium, ai space/area and will.. may not be dispose( 5:6.4:3 During, demolition pN for proper sorting, rs 5.6.4.4 Scrap metals will be at recycling of co -mingled materials (plastics #1 - glass), and'cardboard will have an assigned jarated on-site during the project. These materials f in the trash. this project, careful deconstruction will allow and salvaging. and kept separate on-site and will have an .... aaaEyiic� arfu.rcrecca. .:.:. 5.6.4.5 Field inspections will occur throughout the permit process. If sorting of materials: is not occurring onsite, other means of verification will provided to:City of Aspen as deemed appropriate. 5.6.4.6 Per municipal code, any dumpster or other trash receptacle that is used for food refuse will be constructed in such a manner as to render it bear proof_ 5.6.5 Concrete' and asphalt will be recycled on site or locally if crushing equipment is available in the valley. 6.6.6 Hazardous material spill cleanup kits will be located at several areas around the site. 12 _ CONSTRUCTION`_. Mr41TTa:�i The traffic control operations will be managed by the designated certified traffic control supervisor_ Certified traffic control personnel shall be employed by the Contractor and shall be used as necessary. All traffic control personnel shall be equipped with a radio and appropriate flagging/signage equipment.. The traffic control personnel will coordinate the entering and exiting of delivery trucks with buses and pedestrian traffic. Temporary Encroachment Licenses will be obtairied>for work as required from The City of Aspen. 6.2 HAUL ROUTES Construction related traffic to the Hotel Street, turn north on Mill St., turn West enter the site. This route incorporates least amount of congestion on Main St Jerome Jobsite will flow. from Highway 82/Main onto Meeker St, turn South. on Monarch St. and the left hand turn lane on Mill;St. to cause the On site construction related traffic shall consist of company vehicles, shuttle vans, delivery vehicles, and construction relatedequipment. 6.4 DELIVERY REQUIREMENTS Traffic control for the deliveries to Hotel Jerome will be coordinated with the City of Aspen as required. There will be designated and trained individuals available at all times to flag at the site entry as shorten on the site logistics plan to coordinate deliveries and .pedestrian traffic: Delivery drivers shallcontact HCL's Superintendent a minimum of two (2) business days prior to a delivery; to coordinate the delivery and unloading process. Deliveries will only be allowed through;this area between 7:30 A.M. and 4:30 P.M. In addition, delivery trucks will not be allowed to park along the alley or any adjacent streets near the Jobsite. If trucks arrive early, they will be required to park and wait down valley at a designated location depending on truck size until their designated delivery time. The following precautions will be taken to insure proper flow of traffic around the project site. 1. Flagg`ers will be used at all times during working hours for scheduled deliveries 2. All deliveries will be required to stop down valley at our staging area to notify lead flagger of intent to deliver. 3. Only deliveries that will fit within our construction site will be allowed to leave the down valley staging yard. 13 4HASELDER 0 N 3, f R UT 101 14 Delivery Vehicles will not be allowed to idle for more than five (5) minutes and will be required to comply as per the City of Aspen Municipal Code (13.06.110). Vehicles actively involved in construction activity will be allowed to idle longer as required. MR -21:71 1154 101-k!Hog0UAKU A traffic control plan will be developed by a traffic engineer for all ROW work, and special delivery access points. 7.0 PEDESTRIAN PROTECTION The site will have construction sound fencing placed adjacent to active roads, sidewalks, alley ways, or existing buildings to provide 6 separation barrier between construction activities and the pedestrian traffic. The fence will be relocated and movable, as required to protect the public from the construction area. 7.1.1 Temporary protection will be utilized if work is required outside of the building. Encroachment permits will be obtained for any work that affects!fihe sidewalks around the perimeter of the building 7.1.2 Temporary signage, traffic codes, and ora nge•,fencing will be used to direct both pedestrian and vehicle traffic. A pedestrian traffiic,control flagman will be posted at the construction entrance to coordinate pedestrian and vehicle traffic flow. It is anticipated traffic would by intermittently stopped at different times during construction activities to facilitate material deliveries. 7.1.3 Pedestrian Safety devices shall follow the requirements of city code 21.04.060, MUTCD'chapter 6D, the Americans with Disability Act, and IBC Chapter 33 per attached exhibit. 7.1.4 Haselden Construction will install warning signs informing the public of construction activity around the perimeter of the jobsite. 7.1:5 Construction workers shall be limited to working within the limits of the construction site. Construction workers will not be allowed outside of limits unless required for construction purposes. 7.1.6 The site will be secured and locked during non -working hours and trespassers will be subject to prosecution for trespassing. 7.1.7 All visitors to the jobsite must check in at the jobsite trailer in the Block 147 Alley. Proper attire and orientation will be required for any visitor to walk the jobsite. This site will not be open to the public. 14 HASELDEff ONSTRU ON 8.2 SMUGGLER FOUNTAIN RESTRICTIONS Hotel Jerome is not within the area of the Smuggler Mountain Superfund Zone per Appendix E. 9.1 An Air Pollution Emission Notice and Permit is not required from the State. 9.2 Fugitive Dust Control Measures for Hotel Jerome 9.2.1 Wetting of the disturbed soil areas will'be required during dry conditions and during excavation activities or as directed by the Construction Mitigation Officer. Onsite water source or water truck will be utilized. 9.2.2 Vehicle speeds within the site will be limited 5 MPH 11.1 GENERAL. Every reasonable effort will be made to minimize the noise impact of construction activities. Noise limits for construction activities is 80 decibels measured at the property line of the construction site. All construction equipment shall be adequately muffled and maintained to minimize project noise. 11.2 NOISE SUPPRESSION PLAN 11.2 .1 Hotel Jerome Property is zoned Central Resort Area (CRA), therefore the allowable noise level will be 80dB in the CRA areas. These limits are per the Regulations and Requirements of City of Aspen. 11.2.2 Construction of the Hotel Jerome will require excavation, earth retention and demolition, therefore a 3'd party sound consultant will be employed to research how noise levels can be reasonably reduced. 11.2.3 during demolition, earthwork, earth retention and major concrete pours noise levels will exceed Non -Residential 80dB. Per section 11.4 of the CMP is " 0 HASELDEK CONSTRUCTION Requirements Manual all work exceeding 8OdB will not commence until 9:00am and is not permitted to take place on Saturdays. 11.2.4 The following measures will be utilized to mitigate noise as required in Appendix ® Noise Blocking Methods 11.2.4.1 Notification of neighbors within two hundred fifty (250) feet of the Project will occur to inform them of the kinds of equipment, projected noise levels and type. -of activity. Notification will be done via email in the form of weekly general construction updates. 11.2.4,2 Equipment will be operated1n.accordance with manufacturer's Specifications and with all standard manufacturers' snufflers and noise -reducing equipment in use and in properly operating condition. 11.2.4.3 Notices will be posted to inform workers`, including sub contractors, about the basic noise requirements, as well as specific noise rest( ictions,,to: the project. This will,also be communicated to subcontractors during weekly subcontractor meetings at the jobsite 11.2.4.4 The use of stereos on site will not be allowed. 11.2.4.5 Noisy equipment such as. cement mixers for masonry operations will be placed on the site to. maximize the distance from neighboring ouses'`and/or'rotate location so as to not impact just one neighbor.' 11.2.4.6 Between work periods, builders will be required by city ordinance to shutdown machines such as backhoes, bobcats, loaders and .generators. 11.2.4.7.:: When dropping materials from a height—for example, into or out of a truck, or when loading or unloading scaffolding, chute or side baffles will be used to minimize noise disturbance. 11.2.6 Haselden Construction will conduct base line and periodic testing of activities on site for compliance of 80 db at the site boundaries. Haselden will utilize continuous electronic monitoring systems. 11.3 SPECIFIC RESTRICTIONS RELATE® TO MANUFACTURING ON SITE 11.3.1 No onsite manufacturing will be completed onsite 16 HASELDEN CONSTRUCTION The City of Aspen Mitigation Officer will be assigned to the Hotel Jerome project. The City Construction Mitigation Officer will conduct random site visits to determine if the project is following approved Plan and City requirements. The Officer is not intended to take the place of the City of. Aspen Building Inspector. r 1. The first corrective action is a verbal warninc timeframe for compliance. Haselden Conlstrl any subcontractor in connection with the viol 2. The second notice from the City of Aspenvi timeframe for compliance. Haselden Constrl subcontractor involved as to the corrective n 3. The third and final notice is a "Stop Work Or, no more work can be completeo.Until the vio notify the subcontractor involved of non-perf subcontract agreement, I and explanation of the violation with a action will issue a non-compliance notification to ation. II be a written warning 'or correction notice with action will require a written response from the i.ea.sures and timeframe for compliance. jer" (Red Tag). If a stop work Larder is issued, lation is corrected. Haselden Construction will ormanceireauirements as stated in the structioninspection reports. All reports are Management Department. 17 HASELDEN CONSTRUCTION gj� �\£ � i • ! . �� / r 9 ? b L \ Hm i &•,% '+ ; # \/!\ ! 7 d /mead . CGSpp `_ i, " w s odil�ed r xo�co®oo�0oo d A RN1 1'IM Li]Ell5 H�WtvOY! " w s odil�ed r xo�co®oo�0oo A RN1 1'IM Li]Ell5 H�WtvOY! Appendix 0 0 < .............. ............ -------------- ...... .......... 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SSLti S�a4LL-ii imp Deja A.r`v�� ¢ V E E w w 6 O 1.4 S u bOa w J Fb 3 ztS � � E= zz�OFFi W � la-OtG¢ �o � vaou uE w b $w NaE aw �b w,.�.� � �aw.�r�.ao ¢" LLz iFa _zz FZ LLz F_rc � Y ��ti,m'b�ox3 I♦ m $ S.aaR a < Q. mE x a CONSTRUCTION � r f I N" tFoas F a F F 8 $ uwarae s � g r s as ^ s 9 a m - � o - $ $ 3�ak3oN3y�Nr /!fit � IBONrbµgs�l � G $ f C HSQ`' � rsb3[NnNs i$m $ v'POSo L��cd ON N 7 d yIL z wg n� m a E \teac — \ � �A w �17jNyUIJI IM 7 3w Ey / -2 <mo 000 t � r f I N" tFoas F a F F 8 $ uwarae s � g r s as ^ s 9 a m - � o - $ $ 3�ak3oN3y�Nr /!fit � IBONrbµgs�l � G $ f C HSQ`' � rsb3[NnNs i$m $ CONST RUC T ION ORDINANCE CE NO.35 (SERM,S OF 2002) AN EMERGENCY ORM CE of nx Cdr coumm of Tm Crry of ASPEN COLDRAD02 TO AMEND SECTION 11.04 CSE TRkMUNICIPAL CODE OF TRE CI'T'Y OF. ASPM —FIRE VMIYkN ION AND'PROTEC` ION AND TO AMEND D SECT.lON 24.16'0-F THE MUNICIPAL CODE OV THE CITY Off' ASPEN — RE AL PARKMO PEIT',SYSTI-FI MT R THE PURPOSE, O IMPLE M.ENMG NEW REGULATIONS ENSURING THE SA FFFY OF " EAS,' ' the City Council of the City of Aspen, directed The Con3mmity Developim at Director and the Chief building Offxciol of the Community Dovelopmem' . Depmtment to 'propose. amendments to the Mw icipal Code to improve fire protection for const uuuoza sites and WVrove. einergency access € nd parking for construction sites; and, WHEREAS, the ameai6nents requesied relate. to Secfioia .11.04MO, Fisc Prev�afiaa and Protection r Aine�ndmonts, acrd to Scction 24.16, Residential Parking Porxaait System, of the Aspen Ma nr alpal Code; aiid, WHERE, AS, pursamt to lection 1.04, 60, maendwe As to the Municipal Code may be approved k y City Cou'M l by adopf-ion of an Cr&a-nce, and, WKERKAS,. the Chief Barilding Official,' the Community De�61opment Director, and the Aspen Fixe Marshal r`ecomtnend adoption of the a nendments, as desc4bed liereir� to the all'ur'e x. nontioned sections for the purpose of protecting'the palmic heatfh, welfbre, and safety; and, VMEREAS, City CounDR reviewed and co iderred the recozxrrxaenda# ons of the; Chief Biuiidhig. OffloW, the Community Developmi nt' Director; the Aspen Fite ,Marital, �md meiribets ofd public during a duly noticed public hoax ; and, NMRXA , the City Cotmoil finds that the a eadments, as herelnaftr desorbed, meet or exceed ail applicable Standards and diA the appra is consistent with the goals and elements of the Aspen Area Commtipity Plan; and, WDERE AS, the C4 Couw,-A &s t af•fhis Ordirumce forthers amd is necessmy for ft promwdon of przWc health, s46ty, and welfiam and should be adopted as an Emergency Ordinmice pursuant to Section 4.11 of'thr, City Charter. . NOW, MME OR1, BE IT ORDAMD BY THE CITY COUNM OF TIM CT T , OF ASPEN, C&G ADO, THkT- G'�f�$Ci Ss Section€ 24,16 of the Mur cipal. Code of the City mf Aspen, Colorado, �VhiOl seatiorr defines, describes, authorizes; and`re'gulates the on -shoot parkirij perz nt program within the City of"Aspen sal hereby be amended by adcling a. section rolated tv requirpmeats for constmetion aag'mg areas, construction park -nig areas, and emergency access areas for eonstt.'ttciioa sites within the City of Aspin which said -seotior sbaH read as follows•. D]r&ance'Nlo. 35, Series of 2002 Page .1' 24A6.240 Construction Staging Area, PairklAg, and Rwerge)jcy Vo icle Access Management Plan To ensure propor public heath, welfare, al3d savety, the City of Aspen requires approval of ,job site plans descrNi pg construetiot' staging area(s), location and mitxzbex of constraetion-related v hieies, and ensuring prcyl ar call.-ergeDcy'vehi.cle access £or coxistmmtion projerU within the City of Aspen_ These plans are required for ail xosidential construction. or rornodetiag'of 1,500 square feet, ox more, fox wly construction or remodeling i vo vi g multi-farraly buildings (three br m.ort.t"ts), or fbx any wristruction or remodeling in—volving commercial Iaiuitciitrgs. All other constriction activity shall be considered exempt from these provisions. The constaravlion project shall -be issued street parl&g permits for the expected duration of'the'pi'oject for a. foe. Park* permits issued, Pttrsuki to an approved Coilitraction Staving Area, Parking, and: Emerge-.ncy Vehicle Access M ge=nt Plan, shall perutIt the all --day on-slx6et parking of: -.oris action -related. vehicles within the Specified coni t:iilcti6n parking axea, for the &Uitiori .6f the iousiruotion project, Constxuction vebicles parked outside of the appr6ved area. or �&,er the specified constmetion d.=A6n shallbe considerer) in z t latiox , The C%ief BuRding Official shall require submissio7k of a Co truction Staging ,oma, Parking, and Emergency Veh clo Access Management Plan with submission of buil&g parmit dociim-eats. A building perinit shall riot hU issued "til sacla plan %mss been reviewed and approved b)7 tho Chi of BuDding' flfcial, All comtrurdorl staSit€g axed Construction parking slmD be cox6med to the areas defxred iti the approved plt�n foT {hc jab site. Workim shall be encouraged to carpool. Ezxmxgency access, as desorlbed' in the approved plau fbr the job site; shall at no tm' (' be, bloakedd. A stop work order may be issued upon non- cozztp'liauce, Secta�n � Section 11.04.034 of the MuLdelpal Code of the Cky of Aspen, Colorado, which Section defines, descfibes,' and authorizes the regedations for :ire preventjion and protYLtion Within the C:tty of Aspezt sWl 2. As an eltemate, an -approved &D watch plan and sohedule try be substituted for the alarm requirement, I Associated supply lies shall l protected from flame of heat 'impulgemeat xesult g In foure of the apphataoo or supply hoses resulting in free flow of volatile fuel into the almosphexe and/or fire situation„ 4. A £iee flog shut -ofd' value shall be required on all propane tanks SIAPPlying temporary Beat systcr; or, 5. Any•othier p1m acceptabI6 to the Fire 11 wS ;hal. Prior to the. issstalla OR of any temporary heating device(s), the system equi INTRODUCED, READ AND OPERED'PUBLISHED as proidcd by law, by ihe Cky Counzfi ofthe City ofAspen on the 230 day OfSeptemba,'2002. Attest, Ock' d, S och,, ity Cterk K. Riau or SALLY, adopted., pawed and. approved th �J��ldqyqfc�'62002- A t4,nio Approwd as; to form: Ord-inaace No. 35, Series of 2002 Page 4 F'O HASELDEN- COTRU,CTION Construction hours shall be limited to 7:30am — 5:30pm Monday through Friday and 4am — 5pm on Saturday. No construction is permitted on Sundays, 4 th of July day and/or weekend if it falls on a Friday or Monday, Memorial Day and Labor Day weekends, Thanksgiving Day, Christmas Day, New Years Day. During Presidents Day: ® Projects located in the Central Resort Area (CRA) are not permitted to work on any exterior elements, however interior work may be permitted with prior approval. ® Projects outside the CRA will be permitted to work. During the Christmas week (12/26-12/31): • Projects located in the Central Resort Area (CRA) are not permitted to work on any exterior elements, however interior work may be permitted with prior approval. ® Projects outside the CRA will be permitted to work. During Holiday Season: Holiday Season is defined as the days of the week leading up to Christmas until New Year's Day. Refer to Appendix i for Holiday Season dates. Projects located in the Core are not permitted to work on any exterior elements, however interior work will be permitted. During the Food & Wine Festival in June (Friday thru Saturday): Projects located in the Central Resort Area (CRA) are not permitted to work projects outside the CRA will be permitted to work. EXHIBIT Trip Generation Instructions: IMPORTANT: Turn on Macros: In order for code to run correctly the security settings need to be altered. Click "File" and then click "Excel Options." In the "Trust Center" category, click "Trust Center Settings', and then click the "Macro Settings" category. Beneath "Macro Settings" select "Enable all Macros." Sheet 1. Trip Generation: Enterthe project's square footage and/or unit counts under Proposed Land Use. The numbers should reflect the net change in land use between existing and proposed conditions. If a landuse is to be reduced put a negative number of units or square feet. Sheet 2. MMLOS: Answer Yes, No, or Not Applicable under each of the Pedestrian, Bike and Transit sections. Points are only awarded for proposed (not existing) and confirmed aspects of the project. Sheet 3. TDM: Choose the mitigation measures that are appropriate for your project. Sheet 4. Summary and Narrative: Review the summary of the project's mitigated trips and provide a narrative which explains the measures selected for the project. Click on "Generate Narrative" and individually explain each measure that was chosen and how it enhances the site or mitigates vehicle traffic. Ensure each selected measure make sense for Helpful Hints: 1. Refer to the T. Transportation Impact Apalysis_idelines for information on the use of this tool. 2. Referto 1 TIA Frequently Asked Questions a quick overview. 2. Hoverover red cornertags for additional information on individual measures. 3. Proposed TDM or MMLOS. measures should be new and/or an Improvement of existing conditions. A project will not receive creditfor measures already in place. Proposed TDM or MMLOS measures should alsomake sense in the context of project location and future use. = input = calculation DATE: 7/18/2016 PROJECT NAME: Aspen Times/Hotel Jerome Subdivision/PUD PROJECT ADDRESS: 310 and 330 East Main Street APPLICANT CONTACT INFORMATION: Sunny Vann, Vann Associates, LLC, P.O. Box4827, Basalt, CO 81612, 925-6958, NAME, COMPANY, vannassociates@comcast.net ADDRESS, PHONE, EMAIL - Minor Development - Inside the Roundabout Is this a major or minor project? IMinor= Major Development- Outside the Roundabout *For mixed-use (at least two of the established land uses) sites, a 4% reduction for AM Peak Hour and a 14% reduction for PM Peak -Hour is applied to the trip gencrenon. Net New Trips Generated AM Peak -Hour PM Peak -Hour units/square Feet of Proposed Land Use the Proposed Profen Entering Exiting Total Entering Exiting Total Commercial (sf) -374.0 sf -0.59 -0.26 -0.85 -0.62 -0.93 -1.55 Free -Market Housing (Units) 0Units 0.00 0.00 0.00 0.00 0.00 0.00 Affordable Housing (Units) 0Units O.DO 0.00 0.00 0.00 0.00 0.00 Lodging (Units) 9Units 1.28. 0.97 2.25 1.45 1.34 2.79 Essential Public Facility (sf) 0.0 sf 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL NEW TRIPS 0.70 0.70 1.40 0.83 0.41 1.24 *For mixed-use (at least two of the established land uses) sites, a 4% reduction for AM Peak Hour and a 14% reduction for PM Peak -Hour is applied to the trip gencrenon. ASSUMPTIONS ASPEN TRIP GENERATION AM Peak Average PM Peak Average Land Use Trip Rate %Entering %Exiting Trip Rate %Entering %Exiting Commercial 2.27 0.69 0.31 4.14 0.4 0.6 Free -Market Housing 0.67 0.29 0.71 0.82 0.56 0.44 Affordable Housing 0.75 0.48 0.52 0.89 0.55 0.45 Lodging 0.25 .0.57 0.43 0.31 0.52 0.48 Essential Public Facility 0.86 0.62 0.38 1.66 0.4 0.6 Instructions: Answer Yes, No, or Not Applicable to each measure under the Pedestrian, Bike and Transit sections. input FET calculation Cate o Sub. mi Question Answer Points e m Does the project propose a detached sidewalk where an attached is Ti 1 sidewalk. currently exists? Does the proposed sidewalk and buffer No 0 °o u meet standard minimum widths? _ U Is the proposed effective sidewalk width greater than the standard Y y } 'o 2 minimum width? No 0 _ _ .° Does the project propose a landscape buffer greater than the 3 No 0 7 ° standard minimum width? .subtotal 0 c N Does the project propose a detached sidewalk on an adjacent block? o Y tt c n Does the proposed sidewalk and buffer meet standard minimum No 0 b m E widths? U `a is the proposed effective sidewalk width on an adjacent block S 3 v greater than the standard minimum width? No __ 0 _ Is the proposed landscape buffer on an adjacent block greater than Vc 6 ° the standard minimum width? No 0 _. Subtotal 0 Are slopes between back of curb and sidewalk equal to or less than 7 es 0 5%? _ Yes a 8 Are curbs equal to (or less than) 6 inches? 0 Is new large-scale landscaping proposed that improves the pedestrian m 'V experience? Properties within the Core do not have ample area to 9 v provide the level of landscaping required to receive credit in this No 0 n category. Does the project propose an improved crosswalk? This measure must 30 get City approval before recriv no credit. No 0 n C Subtotal 0 10 'i 11 Are existing driveways removed from the street? No D WN Is pedestrian and/or vehicle visibility unchanged by new structure or 4 M � 32 column? Yes 0. _ Is the grade (where pedestrians cross) on crossslopeof driveway 2% a o ch Y 13 or less? Yes 0 Does the project propose enhanced pedestrian access points from a a '� nu 14 the ROW? This includes improvements to ADA ramps or creating new Yes 5 access points which prevent pedestrians from crossing a street. i Does the project propose enhanced pedestrian or bicyclist interaction � 35 with vehicles at driveway areas? yes 5 n... -.r, r 11 . .:.:Subtotal . -,-r.- r .._,-__.-1 10 16 Is the project's pedestrian directness factor less than 1.57 No -5 c `o Does the project propose new improvements which reduce the —_— c pedestrian directness factor to less than 1.27 A site which has an 17 No 0 E existing pedestrian directness factor less than 1.2 cannot receive I' credit in this category. Is the project proposing an off site improvement that results in a No y18 0 r e pedestrian directness factor below 1.2?* Are traffic calming features proposed that are part of an approved 19 Ian (speed hum s.ra id flash)?" No 0 Subtotal -5 S Are additional minor improvements proposed which benefit the m M 20 pedestrian experience and have been agreed upon with City of Aspen Yes 3 E o a _ _ _ _staff? v o o Are additional major improvements proposed which benefit the _ Q ° E 21 pedestrian experience and have been agreed upon with City of Aspen No 0 taff? Category Sube m- numn.r Question Answer Points A 22 Is a new bicycle path being implemented with City approved design? No 0 29 T 0 Is a trash receptacle proposed? 23 Do new bike paths allow access without crossing a street or driveway? No 0 No M c _ Is there proposed landscaping, striping, or signage improvements to 31 r 24 an existing bicycle path? No 0 IV e. Does the project propose additional minor bicycle improvements a•2 Is enhanced pedestrian-scalelighting proposed? 25 which have been agreed upon with City of Aspen staff? No 0 a+ m 'yt 33 V_ 4' 0 m o Does the project propose additional major bicycle improvements t` 26 which have been agreed upon with City of Aspen staff? No 0 H34 Subtotal 0 No m Y. 27 Is the project providing bicycle parking? No 0 0 m y 35 ..,., Subtotal:,. �. `:, : �,�;.. .. .,. ly 0 Category Sub. m.as—N.n,n.. I Question Answer Points 28 Is seating/bench proposed? No 0 29 No 0 Is a trash receptacle proposed? 30 Is transit system information (signage) proposed? No 0 31 0 •a Is shelter/shade proposed? No E 32 Is enhanced pedestrian-scalelighting proposed? No 0 a N a+ m 'yt 33 Is real-time transit information proposed? No 0 C H34 Is bicycle parking/storage proposed specifically for bus stop use? No 0 Are ADA improvements proposed? No 0 35 Subtotal 0 36 Is a bus pull-out proposed at an existing stop? No 0 w Is relocation of a bus stop to improve transit accessibility or roadway c E c E 37 operations proposed' - - No 0 W a 38 Is a new bus stop proposed (with minimum of me basic amenities)? No 0 Subtotal 0 1.22% work Mps represents a mixed- used site (SF Boy Area Tra lsurvey). See Assumptions Tub for more dermal TDM Input Page 4 » LY tP � t l In stumbling [Ili ns TDM: Ch ooze the surplus,s lh at are ard prop ti ale for your pmjecl. Proposed TOM or larl mensur... muld be now and/or an improvement of adiiting conditions. A prolerf will not receive credit far pranyou— already in place. Preferred TDM or MMlOgmeamme, shoot. also makesens¢In de context of y,,c,l location and future use. Category Measure Sub. Question Answer Strategy VNIT Number Reductions 1 Conte lesson Will an nslte r fogy be m"cauentetl? _ No 0.augg _ WM1bh onsite will be m lementetl? Willa .Fared sl rifle service svategy he iinflocculent 'e S ] shared horde service W M1at Iz tFe Degree of implememation? y gJ,y What is the, pant siz f mage of costume¢ are chipple? _. E9Wbate +y -------accumulation 3 ones a nom T-ZWlll notorized zones strafe be Implemented? No 'D.Oo'% Wtegory Measure Sub. Question Answer Strategy VMT Number Retluclions WillaneMorF expansion shaded, be lmptemented? q Network Expnnsion Wbat is Mepercentage innease or Ranslastworkswens? _ _ 6W% Wha[is the existinglnnzilmo.eshoreasa% artotal logy td z? Will azervla freyuenry/speed Rrategy be undrmemed? No Whaf is lFe percentage reduNon in headwayz(iocfeassin_hequenryl? — E 5 Servile Frommnq/Speed What iz the"no gvdermatdeshare as a'M of mfal dairy vips? g What iz the level oflm lemenbtlon? E E 6 Transit Access lmpmvement wllla transg access impmvemen!strategy be implemented?_ K What stbee en[of acanim ro ins? g ra ] In lertepl bt Wlll an intercept lolshale be hesitatingly IN. Qlltli6 e5 Category Measure Sub. Question Answer Strategy SUIT Retludiong g Patlicip#inn in iOP WIIItiere be mrid,lbrn.In IDI? What a anlage at em Io a eelidme, Is atan5[fares grim, ramtrgylmplemented?__ No 9 Transit Fare Subsidy What percentage.1 orm layers are eligible? aW% _ What is she amount of tricalmbsidy per passenger (daily egUivalent)? 10 Is an emplayeo ding cash- our strzfeg, being Inflamer.'? Employee Partying so OUI percentage of employees are eligible? N_o__ - -OA h a wodpI.-parking ,'nein imofeme.led? No ,IraRgY What iz t10 dally Parking @atge? 11 Workplace parking pticing ismer, What pe,antage of em to eez are su6'ect to deed arkln? _ _ hammpressed wurkweeks sVategy implement? 12 Compr¢setl Wark Weeks What ofemployeesare paditipating? is the work ]What is the workweek schedule? - .B Is mployer sponsored s_ held. program lmplemen_fed? _ _ No e13 Employer sponsored Val wbauslbeeraptovershe? What promntage of employees e0igible? vi E 10 harm uml ma461ng strategy implemented? Carpool Matching Wlml wassntaau or emll.m., are eligbla? No.. UmES Izc lib ate partici pal n heinR im plem led? - No - _ y 8 Ca,rh.,v ?,.,,Sol How any employee mbersM1ies have been purcnumase d? - _ RO WhatmEcurcurm, of employee re¢light,? IS pairsthe bikeshare program WE -cycle being lmllernoted? Yei __ g16 gikeshare Program How manymemlarchips have been purchased? _ It. ___ 3,50% What o [entageofem to ei/guests areebgble? IWM E Ilan endoftnp facilities itralegybeingim_plemented? No ,1 11 End of Trip Sol Vilummundeper, Dnmplementalian? a.tb96 What is the employer 1. Self-funded Emergency rule Home hazelf-lu ntl etl a ergenrytide hour¢ orator, being larnemenled? Ves D.15% Whol percentage ofemployees are cligih le? liable; IsaacPool/vmrVool PriorhV patbngsa-gobeing implemented? No 19 Carpool/Vanpaol Pliori[y parking Whatn rshe? o.otlM ober of ince What number of parkiM1g spots are avagaLle for dm program? IS a private¢mpl..... used, strategy being l mplemenled? No Whan.lhe card ,r.ee? 20 Pn me Employer shame What percentage of,mpioyees are eligible? iirp Arcerr0on Marketing/Incendve Iga trlpreducdsm marke0ng pormider common tomfooleries? No Morris, 21 _ Progra Whaty of em es/ ue4sa cep Ible? 1.22% work Mps represents a mixed- used site (SF Boy Area Tra lsurvey). See Assumptions Tub for more dermal Summary and Narrative: DATE: 7/18/2016 PROJECT NAME: Aspen Times/Hatei Jerome Subdivision/PUD PROJECTADDRESS: 310 and 330 East Makn Street APPLICANT CONTACT INFORMATI®N" sunny Vonn, Vann A55odates, LLC, P.O. Box4827, Basalt, CO 91612,925-6958, vpnnassocintesC&comca5t.net NAME, COMPANY, ADDRESS, PHONE, EMAIL SUMMARY Trip Generation ....................Ae€alr........,............................................................................... Hoar ............. Max Trips Generated Trip Mitigation MMLOS............_........................................"........."...................... . TDM Total Trips Mitigated i NET TRIPS TO BE MITIGATED AM 1.4 8 0.01 8.01 0.00 (narrative: Click on the "Generate Narrative" Button to the right. Respond to each of the prompts in the space provided. Each response should cover the following: 1. Explain the selected measure. 2. Call out where the measure is located. 3. Demonstrate how the selected measure is appropriate to enhance the project site and reduce traffic impacts. 4. Explain the Enforcement and Financing Pian for the selected measure. 5. Explain the scheduling and implementation responsibility of the mitigation measure. 6. Attach any additional information and a site map to the narrative report. Project Description In the space below provide a description of the proposed project. Demolition of the non -historic portion of the Aspen Times building, renovation of the remaining historic portion, and the constructionof a new 3 - story addition thereto containing two new lodge units with eight keys. A portion of the existing building's commercial net leasable area will be used to provide new commercial spaces in the restored Aspen Times buildingand the addition, and to expand the Hotel Jerome's existing basement SPA. One new lodge unit will be added to the Hotel and it's courtyard will be improved. MML®S Describe the enhanced pedestrian access point(s). This measure is to improve pedestrian access to the site from the ROW. It includes adding additional access points which prevent pedestrians and bicyclists from crossing a street, improvements to the project's ADA ramps in the ROW, and improvements to existing access points. A new ADA compliant ramp will be installed where the existing Monarch Street sidewalk intersects the south side of the alley behind Carl's Pharmacy. Explain the enhanced pedestrian interaction at driveway areas or alley crossings. There must be an existing deficiency on the proposed site to select this mesaure. If the project will increase interaction between pedestrians and vehicles at a driveway this should be mitigated by implementing improvements to that area. New signage, striping, mirrors, and other approved devices are examples to address pedestrian - vehicle conflicts at driveways. Sidewalk improvements are proposed at the Sleeker Street driveway entrance to the Hotel's parking garage. Explain any additional minor improvements which benefit the pedestrian experience and have been agreed upon with City of Aspen staff. A new vehicular pullout will be provided within the Main Street ROW and adjacent to the Hotel's entrance portico. The new pullout will help to reduce vehicular/pecietrian conflicts for arriving and departing Hotel guests and enhance safety for both guests and the public at large. Include any additional information that pertains to the NIMh05 plan in the space provided below. Enter Text Here TDM Provide details for the proposed bike share program participation. bike sharing provides access to a fleet of bicycles for short trips, thus reducing SOV travel. The successful project will provide memberships to the existing WE -cycle program. Include details on how many WE - cycle memberships will be purchased and whether these will be made available to guests, employees, or both. The Hotel will participate in the WE -cycle program. Five {S} season passes will be purchased and made available to both Hotel employees and guests. Explain the proposed self-funded emergency ride home strategy below. Emergency Ride Home programs reduce barriers associated with alternative commute modes, thus reducing SOV trips. The successful project will develop and fund a program to provide commuters who carpool, vanpool, bike, walls or take transit to work with a reliable and free ride home - usually in a taxi or rental car when unexpected emergencies arise. The use of the TOP program's Emergency Ride Home service is not applicable for mitigation purposes. The Hotel will provide a free taxi emergency ride home to employees who carpoof, vanpool, bike, wall( or take transit to work. Include any additional information that pertains to the TDM plan in the space provided below. Enter Text Here MMLOS Site Plan Requirements Include the following on a site plan. Clearly call out and label each measure. Attach the site plan to the TIA submittal. Slopes Between Back of Curb and Sidewalk 2% Slope at Pedestrian Driveway Crossings Enhanced Pedestrian Access Point Enhanced Pedestrian Interaction at Driveway Areas Additional Minor Pedestrian Improvement Enforcement and Financing Provide an overview of the Enforcement and financing plan for the proposed transportation mitigation measures. The MMLOS measures will be undertaken by the Hotel owner. The TOM measures will be provided by the Hotel's management entity. Scheduling and Implementation Responsibility of Mitigation Measures Provide an overview of the scheduling and implementation responsibility for the proposed transportation mitigation measures. The MMLOS measures will be implemented in connection with therestoration of the Aspen Time building and the construction of the additition thereto. The proposed improvements will be depicted in the owner's building permit application which is subject to Engineering Department review. Monitoring and Reporting Provide a monitoring and reporting plana. Refer to page 17 in the Transportation Analysis Guidelines for a list of monitoring plant requirements. Components of a Monitoring and Reporting Plan should include (1) Assessment of compliance with guidelines, (2) Results and effectiveness of implemented measures, (3) identification of additional strategies, and (4) Surveys and other supporting data. No monitoring or reporting is required in connection with the implementation of the proposed MMLOS measures. Hotel management will provide an annual report for three (3) years following the issuance of a Certificate of Occupancy for the project outling the Flotei's compliance with and the level of use of the proposed TDM measures. r a HOTEL JEROME, & ASPEN TIMES PROPERTY SECTION 7 TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6TH P M � m° ��411 11 CITY OF ASPEN COUNTY OF PITKIN STATE OF COLORADONe �U�� � U° PURPOSED STATEMENT } w"1 oven m THE PURPOSE OF THIS PLAT IS VACATE A PORTION OF THE ALLEY LOCATED IN BLOCK 79 �; ��� `� � �� 'S�B�I?� �f��� �� , �. BETWEEN THE HOTEL JEROME AND ASPEN TIMES PROPERTIES.; P, Nt RIC az �[?FL1 j y 0 41 u I 'i �A; II ! I ! VICINITY MAPF °z I 1O� I I I 1 i SCALE- I, - 1,000 g GRAPHIC SCALE m a I I c ! I I ] Ia 1 I A P"OC 1 1 I PLAT NOTES: o u o y I I I 179 I 1 1 L �0 & ' 2 l t. �, � N ST THE U'° � AL,A� TAD AP NW CORNEA I I ! ! I ILLEGIBLE AS SHOW P�REDN. z �N.B 1 Ary. F 1 Z OAIE OF SNNV'EY--' AIVtC 15. 9M5 a LINEAR UNITS USED TO PERFORM THIS stArvEY NtrE Its. SALVEf FEET V In <it+ -' .:• •'{: o ENGINEERING DEPARTMENT REVIEW 4 TNs PLAT b BAgn 5.N HOD3. ,EROLE ROT LIE ADOS7RtENt ADD sDOIN7oRE E)EMPRCN PUT as T r ';' '"` :;'.'�. '. pRpPl; wNBR; ! H RECORDED N PLR BOOK 20 A7 PAGE Sl A LAPD SURVEY PUT PREPARED BY AMERSON & • d ;�.'� _ fi SSaa+ . • I R]j 3. CorVl ' RAW= CMULTHI7k PIG DATED NBIflIBEN iL. 201s, WXRRANT BFFD RECOMID As RETfPM F. a m a =. '. F ry :'� - .: •` @ NO J RO C I FOR THE DEPWON OF TRE ENOINEEIM DEP Na 310, COMPNOMIM MED AS fEffiilOtf Na 572007 THE 1959 OFFICIAL NAP Lu x7y� rr - Ftegi�`�A f I R 3k$ $zl jCS' -'CLC, I ` W OF AAS EII WS O yINE CITY OF ASM A�AARED MMIENTAnp M RAP AND FWNO PROPfiREMME13 AS �TY OMEM arr iil Q n O I DEPARTMENT asrlA n l THE- OAY OF 2ma. Z ' U �°q0 u as murw KURwx O _� • kig y rM E� �r��^ I z Z. C7 It 1 � ! CRY ENCL@ETt tx I'D u 1 'r PARCEL DESCRIPTION -VACATED ALLEY x y ,•' 1 :• �.`. - f ~_ A PARCEL W LAW SMA70 N RM 79 CF TIE CITY AND 7O WSiE OF ASPEN LOCATED H SWRUN 71 O I I a,RYv""Nn 3 COMMUNITY DEVELOPMENT DIRECTOR APPROVAL TOWMW 10 SMIK RMCE eE MST OF RE BRt PRINCIPALEEADG14 CUM Of Pmmr, STATE OF Q COLORADO, SAD PARCEL AMC RC AS FdLRS C� O 1 _ LURES VACATION MAT HAS BEETr REYIENED ARD aPPRBVED BY iFE CITY OF ASPEN MW449B AT TE NORWMW 00 MER OF Lot N W SAL MM 79-, nWIM 57rog-li'E AEDND RE z ;` r n I S,'OItlADNTY DEYEEOPYDVT BNECf01i 7Hi5 DAY of MtIM I.Y LME OF SAD WI N AND LOT DISTANCE Or 43.62 FEET TO TRE P®R rs DDETiQLIDR � 1Q N I •• I 'g I : -<, I 2010. MY LNE Or Of SVING SAV Y1D�W-m � TI�IW M'S"VEE ADISTANCE OF LCM 7HE FEET roSNmETEY IPOINT FE SHED LOT R O T O z L 8 ! I I AND LOTS C AND D A INSTANCE OF 9578 FEET TO A POR ON BE tES1iRLY LRE OF RE VACATED ALLEY U 0 RECORDED W NOW 337 AT PACE /85 N TIE PERON COUNTY CLERN AL TECCCDERS WICEI 7FE7K£ x S I ! .RAMPED SNO SVURRTIY LINE ALLE19 SAID +EMMY LYE Df'30'49'W A DISTANCE OF MM EENT'M A Z IL OOI mrrr OEYELoP ENT OtlIEwm POUR ON THE NWH31LY LLE OF LOT N OF SOD BLOW 7$ T ENCS LE10M SID VIESIMY W ALON9 ' >� •. 1 ! I �/'E IW N09THMY LIE OF LOT N AM LOM Y AND L N7SMI' E A DISTANCE OF WTI }YET YO IW POW v 1 = PV,%iet I I +:. , I oI OF 9FfaNuelc SND PAHA OF LAID CONTAINS 1x37 SQUARE EENT MORE OR x$S I J� op -, DNFc CITY COUNCIL APPROVAL IIS h1 p 796 VACA11OR PUT BAS ailN APPRM AND THE DEDICAMNS Nm xiw.y " � T'M U•t+= , ♦ I - ^ ! EASE9OM HAVE BEEN ACCEPTED BY THE CITY COUNCIL OF ASPEN. 3 ! 1 1 I 1 1 ! app 7HIS- DAY OF 2011LSURVEYOR'S CERTIFICATE p l� L VIS OF P. DSER, DO CMQRY STATE THAT I AY A 1Eti HIMtmw O SLR NP 0 Llcortum P AT OF 7FE I I I •T Ullg OF THE SFAIE OF ODLGIPADO. THAT 7HLS PEAT 6 A AS IO 0", ANO EL. IMIE PUT OF AS LAD ORT, PLAITED. PROFO ED All NAVtN 5I1ONN 1ETEOrT, MIM PUT WAS HARE FRck AN ACCUFAIE SURREY 5.i SND PAOPFRIV' N 1 I I ! I g ® UCCOROARCE CRN TIDE A ARTICLE M, CR.S. 1973, AS AM04M FRON THE TO DEE BY LE AND UNDER MY SMFRNSTCIV NLD Ot)P MMY SHOOS LOCATION LOCATION AND WEEESONS OF TIE PARCEL 6 N I 1 I S ATTEST: COMPLIANCE MIN APPISCAXZ REEAAATMICS COVEHWNO TIE S BMWON OF LAW IM SUBMmsm IS ! X74 CITY am SU%ECT TO fESERVAAONs, iE55IMCMNS WVENAN75 AND EA33ENTS OF RECORD OR IN RACE AND DCZ"ONS TO = SNOM N TIE MILE OOMMLEM8 PREPARED BY KRITA18 MLE COMPANY, CATER: ! I I AEE 3. 1018 ICCNYRIEITT NUMBER 4EE-HOtmm-Ot¢ETO). ,HC LINEAR ERROR Or Qo1.EE 6 LES ITHAN 405.000. / I I A0. mm MMOF I HAVE ST NY HARD AND SEA. RBS BAY OF O 1201S. �Q As tR1pMX LO�O�z COLORADO E�9a+uND SURVEYOR uMIN Q. ¢ oMRr(wp�k) Ad Ir 0 �H V l�v� [a F 1 CLERK &RECORDER'S CERTIFICATE U THIS PLAT WAS PEER FOR RCCVD IN tIE "CE CF THE FLM Aro RECADDE OF PRI®. CRIIEIT AT WCEM---- Y., ON TIE _ DAY OFAM 901% AIL 6 9ULY RECORE ED IN DOCK ^PACE - fET,4Pnat1 E0R PROJECT NO. NN 2141763.00 CUERX AMD MMa DER tTr DEPUTY I or 1 •All- A p . .'s SECTION 7, TOWNSHIP 10 SOUTH, (RANGE 84 VILEST OF THE 6TH P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO PURPOSED STATEMENT THE PURPOSE OF THIS PLAT IS TO COMBINE THE ASPEN TIMES, HOTEL.IEROME AND VACATED ALLEY INTO ONE PARCEL, I L IyUf, 1 1 1 ' I r 4koc 1 I 1 1 � l�'i DETAIL, `A` 1- NRap 9Rrck�aT �Ra y�E C � 3sCgA�ADCk 9 �rNGC Y,1G4� 0N[ y.P 1 1 ISE � Zg$=A SEE DETAILS'- It EE'AILS'-I 1 1 4 1 1 >• /1 1 I / 1 1 1 1 � I r: +1'! f�► S -r (y r 0.W' 1DIFFffi (RAD Oro. 5 RDA4 t ORMlAE Rl9TM� 7S°nml i"E a5O• DETAILS' GRAPHIC SCALE (IN m7) 1 to bL m 2a R FwRD Na s NEBAR a rEuow fUSFIO CIP H[£ IND LS1359B DT AT unTGc. 1. BASIS OF BEARN43 RIR THIS PIAT S A HEARBNG OF W4'SP49'E BETWEEN THE WT{ESs CORNEn TO THE SOUTHWEST CORNER OF tib FAST HALF OF LOT 4 A FOUND PK NAA AMNO ALUWRUM TAG L"M47 AND 701E NORTHWESTOF THE EASE HALF OF LOT 4 A FOUND ALIWMM CAP ALEOIBIE AS SHOWN HEREON. 2 DATE OF SUR".. JUNE NL 2018. a HLEAR LENTS USED TO PE PORN TO SURW WERE U.S. SURVEY FEET, A THIS NAT is BAER OR HOTEL &ROTE LOT UWE ADASIYENT AND 9NBTMRUI ADTIPTIO N PAT RECORGET IN PAT BOON ZS AT PATS 67. A LINA SIM.SY PIAT PREPARED BY ANDERSON t HASTINGS 000SULTAIN$ RNC, DATED NOVf1gA IT. 2011. WARRANT DEED RECORDED AS RECEPTION N0, 3913% CONFRiMAIION DEED FLOOIAED AS RECEPTION NO. 5%M, THE 1959 OFFICIAL NAP OF RIFE CITY OF ASPEN PREPARED BY O.E. DU64WAN RECORDER AS RECEPTION NO. IMA CITY LF ASPEN TPS MUM NUiWIXTARON 20M NAP AND FOUND PROPERTY GORETM ENGINEERING DEPARTMENT REVIEW TNS PLAT WAS RENEWED FOR THE DEPICTION OF THE FNORE'ERLNG OEPARIMENT SURVEY REOUBREWERTS 7HS - DAY OF 4018. NY: CITY EKNIFER COMMUNITY DEVELOPMENT DIRECTOR APPROVAL IRIS PLAT HAS OEM REVIEWED AHO APPROVED BY THE TTY OF AS" COMMUNITY DLIELOPMENT DIRW= THIS DAY OF 20I& BY: CGMMUNfY DEVELOPMENT TRECITR CITY COUNCIL APPROVAL THIS PLAT HAS BEEN( APPROVED AND THE DEDICATIONS AND EASEMENTS HAVE STEN AcC£PIFTN BY IEE: CITY CDUNIOL OF ASPEN. THS__.,.,_.,,•.,,... DAY A ZWQ BS MAYOR ATEST: CRY CLOITN CLERK &RECORDER'S CERTIFICATE THS PLAT WAS RM FOR RECORD IN THE OFHNE OF THE CIM AHA RRECOM OF PRMTN COUNTY AT _ OAOCK-3L, OF THE _ DAY T' AD, 201% AND IS DULY RECORDED IN BOOM PAGE � RECEPRON MO Br. aERI AAD REDIXDR N 0 VICINITY MAP SCALL1' - 1.000' CERTIFICATE OF OWNERSHIP AND DEDICATION �l I I I COUNTY OF t - THE FOREGOING DEDICATION WAS ACKNOWLEDGED TETE IE TITS DAY W w A0. 201% BY ENO WILLIAM% NCE PfESDENNT aF WDfAC PROPERTIF}EROME LLC KNOW ALL IM7N M THESE PR®di5 x R OF THAT REAL PROPERTY ORATED IN THE COUNTY OF NITON. ARE THE O OF STATE TW OF w m OMRASD*0 FO36 A PARCEL. OF LANA SITUATED R4 THE CITY AND TORNSi£E OF ASPM COLORAD0. BEING ALL OF LOTS A A 3 � V n � .- G D. E F. R R. L N. N, 0. P, O. R S THE EAST HALF OF LOT L ALL PCIHION OF THE VACATES ALLEY = ° IN SLOW 79 AND THAT PORTION OF LOLL STREET ACOWN40 TO THE HM "OUR LOT HIREAOJ STMW AND IM SUNO N DE PTION PLAT FILED DIANE 12 VON AT RECEPTION NM 33£32. IN NAT ROOK M AT PATE 5% BEING MORE PARTKULAR Y OFSCA9ED AS FOLLONS f 1 BECOM0 AT THE NTCREAST COINER OF BAD SIM 78 (A N0. 5 REBAR AND YELLOW PIASBC GP z E8TN38N�; THENCE S144U49'W ALONG THE NEST UNE OF NORTH MBF. SH@ET A DISTANCE OF £18.39 FEET SURVEYOR'S CERTIFICATE CMEN1 E A WINESS TURNER A REBAR d CAP LST959s BEANS R14iW49i 65O FEE(); THENCE S7SD8'I7'E U A DISTANCE OF 0.50 FEET- THENCE S74W49-W A DISTANCE Or 100.70 FEET Hl A BRASS DISK M&My �lA lull FWNO IN PLACE; THENCE MSTO9'll'W A DISTANCE OF 0.50 FEET 70 A POINT ON THE AFOREMENTIONED NESE LINE OF NTCM WLL SIREEE, A (MASS OWC LSL9595 FOUND IN PEACE. TRENCE SI4W49'W ALM D ' tg SATO WEST LEE A DSTAMM OF aM FEET To A PWIT ON THE NORTHERLYLNE OF EAST MAIN STREET, A ®IAB DISH LSIMIT HANTS M PR71CK, THENCE 075WUW W ALONG SAID HORRERLY L4$ A INSTANCE OF � W mLm FEET TO THE sWTNNEST OWER T' THE EASE HAIR OF LOT L (HENCE A VAINE55 CORER A PPC NAE. ANO ALSAIINUN TAG L525W BEAR.£ S14LK49-W 1.00 FDDTk IFEINCE W450.49"8 M1 DISTANCE OF IIA 2 m I20.09 TO A POINT ON IHE NORTH LINE Of 7RE ALM IN SAD &DOR 7$ 7FlENCE N7b179iF'W ALONG SAID W n NORTH In A GRTANCE aF 49.82 FIST TO A POSIT ON THE EASTERLY LINE OF NORTH MONARCH STREET IW, 0 e "Z' 0 U W V (1MERCE A NOL 5 REBAR SEMS N3f E BLOT FEET); VENICE M4W49-E ALO NO SAD EAST EAE A DISTANCE OF 100.00 FEET TO RILE NORRMEST CORNER OF SAD OLOCC 7$ (YFERP.E A WARES GOOIER A 1 M ' (R N0. 5 I AR t YELLOW PLASTIC CAP LNIMM BEARS NME 0.59 PEI}, 1FMINGE SIS'98'11"E ALCHG THE ti L7 IL SOUTH LSE OF EAST DLFEKER STREET A INSTANCE OF M'40 FEET TO THE POGIT aF BECIN140NO. z Z Z - Z SAN) PAKEL OF LAND CON AOff NO 1.240 ACFE4 MORE ON LES& w Q R � V THAT SAA OWNERS HAVE GUAR THE SAD REAL PROPERTY TO DE LAID CUT AND S RVOED AS ASPEN [54-NOF71&i0-8,0-ENO). THE LINEAR ERROR OF CLmm S €ES' THAN 1:1J,000. TWES7HOHL JEROME SUBUNJCN/PD, A SUBW" OF A PART OF KIM MM, COLORA00. (� a OE0LGIE TO m FORM O THEEAc THOSE ym PLA T' SAID RILL THAT SMO WHICHUWNERS E LHERESYABELED WHICH ARE LAR1E8 AS IRNITY EASETIENIS ON THE PLAT AS PrRFRAWA '•Y Z n L EASEMENTPROPERTYS Saw"A UTILITIES E F WcLt ENTS FTI RITE LUTES o UN TIED W MMNIENIMCE OF NM %A LNO TELE I ANTI DIM TO FACILITIES. U ORUS LIIES. OAS CBE$ 1E1FPffiOF ENNESR lO D EM BUT NOT THWIm TO ERDG TRIMS WIN THE PERPETUAL !DRILY TS INTEsi AND EUtui FOR list RIUIT ID ERM INTERFERING TREES AFD BR1/SU Y W O � 0 W FOR SINLLAIKN AID YAWTMANCE OF SOFO SUCH F AND RE Z O MA PRAENT SAD OWNERS MS0 ENIS ET WIN FIIRTIEfi 11EOIGIE SUCH EASERQiIs AS SET FCRlIi A DEDICATE A RHE ALA IN Off MT NOTES AND MAPS CONTAJEl1 HFRDN PLAT CORIA HERON, qy 4 IN TRESS HEREOF SAID OWEAS HAVE CAUSES THEIR NA ES TO HE 8E30I1170 SUBSCA@D THIS V DAY OF AD., 2010. S, S Na..3B41b CORP. RRPL COLORADO PROT'65oNAL luD SURVEYOR 7-22-16 ERN@ ITTNC FHoPEmEs-,ERoK LLc STATE CH COUNTY OF THE FOREGOING DEDICATION WAS ACKNOWLEDGED TETE IE TITS DAY W A0. 201% BY ENO WILLIAM% NCE PfESDENNT aF WDfAC PROPERTIF}EROME LLC o R MY cwW54LN EXPIRES O Q m WITNESS MY NAAD AND SEAL = ° z WARY NORDIC f n V SURVEYOR'S CERTIFICATE N 0al U d a 12 L ROTNEY.P. DEER, 00 HEREBY STATE THAT i AM A WEOs1E1RED LAND SMWYM i1CeASEO MIT TIE LAWS OF COMPLETE ; o IL THE STATE OF COLORAOM THAT THIS PLAT IS A TRUE CORRECT AND PLAT OF A5WL PATEHERE AS EAD WO, DEDICATED AND SHOWN ON. 7HAT SUCH A"S Lu _ Z r PLAT WAS MADE FROM AN ACUMA7E SAT, WAY OF D PROPERTY IN ACALRUMN£RE VILE 35, ARRTE 31. "-% 1973, AS AMENDED FROM IDE TO TIME BY ME ALIO UDR SIPER MY NSON AND OONMMY SHOWS THE LOCATION AND DIMENSIONS OF THE PARCEL S IN COFHMNCE WITH AWLICABLP RIWADTLS OEL ff m Fal O COVERMWC THE WO MSUN OF LAND. THIS S.DDIMSON IS WIN0131 RESERVATION% RFSTRCTIOM% G! :E:COVENANTS *Pn TO TRTLE SHOWN IN THE RHE AND EASEMENTS OF ROM OR IN HACK AND D KMN COW nffM PREPARED BY MUALE TH1E COMPANY, DAIM UNE 4 2016 (COUlinMENT NDMDEH � F Z [54-NOF71&i0-8,0-ENO). THE LINEAR ERROR OF CLmm S €ES' THAN 1:1J,000. (� If WITNESS WHEREOF L (LRE SEF MY HAND AND SEAL THIS DAY OF A0. 2010. PROJECT N4. UMIN i 2141785.00 S, S Na..3B41b CORP. RRPL COLORADO PROT'65oNAL luD SURVEYOR 7-22-16 i n>✓ 1 �'F'�7I�� EXHIBIT DRAINAGE REPORT FOR THE CONECPTUAL DESIGN PHASE OF THE ASPEN TIME/HOTEL JEROME SUBDIVISION/PD CITY OFASPEN, COLORADO PARCEL IDs: 273707321001 & 273707321003 PREPARED FOR: Rowland and Broughton 234 East Hopkins Avenue Aspen, CO 81611 PREPARED BY: High Country Engineering,lnc, 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 (970) 945-8676 July 22, 2016 HCE JOB NUMBER: 2151078.00 TABLE OF CONTENTS SECTION PAGE I. GENERAL LOCATION AND HISTORIC DESCRIPTION 4 II. DRAINAGE STUDIES 6 I11. DRAINAGE DESIGN CRITERIA 7 N. DRAINAGE FACILITY DESIGN 10 V. CONCLUSION 13 VI_ REFERENCES 13 EXHIBITS; I. Proposed Basin Map (24"x36") 2. Water Quality Plan (24"x36") 3. Grading and Drainage Plan (24"x36") 4. Drainage Detail Sheet (24"06") APPENDICES Facility Computations m Aspen Charts and Figures ® Drywell Calculation Page 2 j:Isdskprnj/215/1078/drars7age study,doe Engineers Certification "I hereby affirm that this report and the accompanying plans for the construction of huilding courtyard, and streetscape improvements of 310 and 330 East Main Street was prepared by me (or gander my direct supervision) for the owners thereof in accordance with the provisions of the City of Aspen Urban Runoff Management Plan (December 2014) and approved variances are exceptions listed thereto. I understand that it is the policy of the City of'Aspen that the City of Aspen does not and will not assume liability, for drainage facilities designed by others. " Daniel R. Dennison, P.E. Licensed Professional Engineer, State of Colorado License No. 3�)3 U7 Page 3 j:fsdskproj/21 5/1078/drainage study -doe T. GENERAL LOCATION AND DESCRIP'T'ION A. Location The Aspen Times/Hotel Jerome property is located at 310 and 310 East Main within the City of Aspen, County of Pitkin, State of Colorado, The proposed site is located in the block of land between the public streets of East Main Street, North Mill Street, East Bleeker Street, and North Monarch Street. A small portion of this area between these four roads will remain City of Aspen right-of-way for an alley and the existing Carl's Pharmacy at the northeast corner of East Main Street and North Monarch Street. A Vicinity Map has been included as Exhibit # 1, B. Description of Existing Property The proposed site is approximately 54,372 square feet (1.2148 acres). The existing lot consists of existing commercial buildings, a public alley, and a large courtyard for the use for dining and recreation by the hotel guests. The site is bordered on all sides by public right-of-way and a pharmacy. The sidewalks and access drives within the property a collected in trench drains and taken to the City of Aspen storm sewer system. A small portion of a public alley that is being vacated will continue to drain west to North Monarch Street. The amount of alley is being reduced so the amount of runoff from the alley into the City of Aspen drainage system will be reduced from current levels. The site lies within Section 7, Township 10 South, Range 84 West, of the Sixth Principal Meridian. There is a high point in East Main Street at the northwest corner of the intersection with North Mill Street. The drainage from Mill Street flows north. The east side of the crowned North Mill Street continues north past East Bleeker Street in a concrete gutter. The west side of North Mill Street drains in a concrete gutter before being intercepted in a proposed curb inlet at the southwest corner of East Bleeker Street and North Mill Street. This drainage basin also includes a section of concrete sidewalk, permeable pavers, and planters in the North Mill Street right-of-way. There is not any runoff from the property in this basin as it includes only right -of way drainage. The drainage along the south side of East Bleeker Street is split. The west 80 feet of the gutter flows west to the crosspan across East Bleeker Street_ The rest of the south side of East Bleeker Street flows west to the relocated curb inlet box at the southwest corner of the intersection with North Mill Street. A portion of a concrete Hotel Jermone service entrance and landscape island is within City right-of-way along East Bleeker Street and is collected in a trench drain on the property. This small basin is currently treated in a sand oil separator. The rest of the concrete sidewalks and landscape strips along the City right-of-way along East Bleeker Street will continue to drain north to the concrete gutter on the south side ofthe street. The drainage from the north side of the crowned East Main Street is collected in a proposed neve concrete gutter. This drainage will be conveyed west along the gutter to the intersection of North Monarch Street. There is not any runoff from the property in this basin. , The proposed improvements to the concrete sidewalks, hotel drop-off, permeable pavers, and Page d j:/sdskproj/2 15/1078/drainage study.doc landscaping are all contained with City right-of-way. This runoff will turn north along North Monarch Street and crosses East Bleeker Street in a crosspan before continuing north. The proposed alley improvement, the drainage from Carl's Pharmacy, the parking strip along the west side of Carl's Pharmacy, the public sidewalk, and the landscape strip to the west of the Hotel Jerome all contribute to the east gutter of North Monarch Street. The only portion ofthe property to contribute to the runoff onto the North Monarch Street is the small section of reduced alley proposed to become part of the property. The onsite drainage of the property is currently collected in roof drains and taken to a drywell in the courtyard, a sand oil separator north of the hotel, piped directly to the City stormwater system in North Mill Street, or is drained to the alley and continues out to North Monarch Street. The original (southeast) portion of the Hotel Jerome is collected in an 8" dia, pipe under the east edge of the north portion of the hotel. This pipe also collects two drain inlets form a small courtyard on the east side of the hotel. This pipe apparently discharges to the curb inlet at the southwest corner of North Mill Street and East Bleeker Street without any treatment. The roof drains for the northeast and west portions of the Hotel Jerome are collected and piped to a drywell within the courtyard. This 4' diameter drywell also collects some drainage inlets around the pool within the courtyard. The drywell has a volume of storage of 15' depth below the roof drain collector pipe according to the construction plans. The drywell's overflow path is back through roof drain collector pipe below the hotel and out an overflow pipe to the north of the hotel. This overflow pipe collects the trench drain within the service area and is treated within a sand oil separator. This drainage is piped to the curb inlet at the southwest corner of Not Mill Street and East Bleeker Street. . The existing courtyard does not appear to drain to any onsite storage facility. The landscaping within the courtyard collects most of the drainage and overflow path are available to the alley to the west and the East Main Street gutter. The existing Aspen Times building has a series of roof drain collector pipes that take the runoff to the alley. The "Surface Drainage Master Plan for the City Aspen" states that existing City of Aspen infrastructure is designed to convey the 10 -yr drainage event and that the 100 -yr event can be accommodated in a combination of both the storm sewer and street flow capacity. The North Mill Street storm sewer increases in size to 48 -inch diameter before discharging to the Roaring Fork River. This pipe is sized to handle the 100 -yr peak flow of 160 cfs. B. Project Scope The proposed improvements to the project include: Page 5 j Adskpr i/21511078/drainagc sfudy.doc - The reconstruction of the courtyard and pool areas. - The renovation of the Aspen Times building witch modifies the path of the runoff. - The replacement of the streetscape on the south, east, and north sides of the Hotel Jerome to provide a pull out for the hotel, replace snowmelt systems, replace curb and gutter, and install permeable pavers. The City of Aspen is not requiring that detention volume be provided for this renovation project with the commercial core/downtown due to the highly impervious nature of this area and the existence of the City of Aspen stormwater infrastructure. However, the City has determined that the existing structures and renovated areas within the propoed property must all go through a water quality treatment process before being released to the City stormwater infrastructure. This will be addressed by intercepting pipes that currently discharge directly to the City system and convey to proposed treatment structures. The surface drainage within the courtyard will also be directed to a proposed water quality dry well. The water quality capture volume for the property will be accounted with either dry wells, sand filter treatment vaults, and in the voids within the gravel underdrains, The improvements to the water quality capture volume on the property produces a net decrease in the flowrate off of the property to the Mill Street storm sewer, C. Soils Description Within the project site, there is one soil type as designated by the United States Department of Agriculture Soil Conservation Service in cooperation with Colorado Agricultural Experiment Station, The soil type that encompasses the site is designated as Type "B". Type `B' soils were used for calculations. H. DRAINAGE STUDIES A. Major Drainage Way Planning and influential Parameters The site is located within FEMA's major drainage study of the area on its Flood Insurance Rate Map (FIRM) No. 09097CO203C which has an effective date of June 4, 1987. The area of interest within the site is located in Zone X. This zone is described as areas determined to be outside the 100 -year and 500 -year floodplains. There are no known drainage easements located on the site. B, Previous Drainage Studies The proposed site is located within of the area of study for the "Storm Drainage Plan for the City of Aspen" by WRC Engineering, Inc. in November 2001, C. Receiving System and Effects of Adjacent Drainage Issues There are no drainage issues with the adjacent properties that affect the site or that the site Page 6 j:/sdskpr0j/215/1078/drainage study.doc affects. The onsite drainage will all be directed to the Mill Street storm sewer which eventually discharges to the Roaring Fork River. 1111. DRAINAGE DESIGN CRITERIA A. Criteria This drainage study was prepared in conformance with the City of Aspen, Colorado Urban Runoff Management Plan (URMP), latest revision date December 2014, More than 1,000 square feet of area will be disturbed with the proposed construction, therefore the site is viewed as a Major Project per the URMP. There are no offsite basins that effect the property since it is surrounded by City curb and gutter and prevents any runoff onto the property. The project will not be required to provide detention due to its location within the commercial core/downtown zone. However, the entire property will be analyzed in order to provide water quality for all of the existing and proposed impervious areas minus a small area of asphalt alley that will continue to drain to Bleeker Street. The existing site that will undergo site changes will be analyzed in its historic condition. The roof drains, storm sewer piping, inlets, and gravel drains will be sized to handle the 100 -yr Thr storm event. The WQCV is defined as the treatment for up to the 80th percentile runoff event, corresponding to between a 6 -month to 1 -year event. The WQCV was determined using the equations and Figure 8.13 from Chapter 8 of the URMP. The WQCV equation is: Volume (ft')—WQCV in watershed inches x 1 ft/ 12 in x area (acres) x 43,560 ftZ{acre The URMP also requires that drywells be sized 150% of the calculated WQCV. B. Hydrologic Criteria The hydrologic methods for this study are outlined in the URMP from the City of Aspen, Colorado (December 2014) and the Microsoft Excel spreadsheet for the Rational Method. The rainfall amounts for each basin were obtained using Figure 2.1 "IDF Curves for Aspen, Colorado" in the LTRMP publication from the City of Aspen, Colorado. Using these curves, the rainfall intensity corresponding to the 5 -yr, 1 -hr storm 10 -yr, 1 -hr storm, and 100 -yr, 1 -hr storm event were determined based on the time of concentration for each basin, Figure 3.2 from the URNIP was used to determine the runoff coefficients for the 5 -year, 10 - year and 100 -year storm events since the soils were determined to be type `B' soils: The storm drain piping is designed for the 100 -yr, 1 -hr storm event and improvements to the collection of existing and proposed impervious areas are needed to collect all of runoff from these areas. These improvements also include onsite swales to convey runoff to area inlets and the drywcH grate. All of this runoff will be conveyed to 2 drywells and an underground sand filter treatment vault. Page 7 ,j:/sdskPre�j/215/1078/drainage study.doc The north drywell receiving the runoff from the most of the Hotel Jerome roof will replace the existing 27' dry well with a 19.5' water quality dry well just to the west of the existing drywell. This drywell will provide a small 4' deep perforated section to allow some percolation for minor storm events but this storage is not counted towards the WQCV required for the property. The 12" roof drain collector pipe from the Hotel Jerome at a depth of 14.5' deep will continue to be the overflow path through the hotel and out a 4-6" pipe out the north of the hotel. The WQCV will be provided in a proposed underground sand filter treatment vault at the northwest corner of the lot. Volume (ft3)=WQCV in watershed inches x 1 ft/ 12 in x area (f1) WQCV — 0.255 x 1/12 x 19,284 = 410 cubic feet (100% impervious) The drainage from southernmost portion of the hotel, the northeast end of the hotel, the concrete courtyard at the east side of the hotel, and the trash/hotel operations driveway will all be intercepted and directed to the proposed underground sand filter treatment vault as well. Volume (ft3)=WQCV in watershed inches x 1 ft/12 in x area. (117) WQCV — 0.253 x 1/12 x 18,21.3 = 384 cubic feet (99% impervious) This total of these two zones determines the total WQCV of 794 cubic feet to be provided in the underground sand filter treatment vault. This vault is currently drawn as 35' long, 5.5' wide, and 11.' deep. The runoff from the renovated Aspen Times building and the main courtyard will all be conveyed by storm sewer pipes to the south drywell. Volume (ftl)=WQCV in watershed inches x 1 ft/12 in x area (ft) WQCV = 0.170 x 1/12 x 16,406 = 232 cubic feet (80% impervious) However, the City is allowing the voids within the gravel drains in the courtyard to be deducted from the necessary WQCV for this basin. A volume of voids in the proposed gravel drain detail per the courtyard pipe is 119 cubic feet. This Ieaves a total WQCV for the south drywell of 113 cubic feet. The URMP requires that drywells be upsized to 150% of the WQCV storage required. This pushes the storage volume to 170 cubic feet. A 5' diameter, 10' deep water quality dry well will be, installed under pavers within the courtyard to store this volume and a small overflow grate will be provided in the pavers to allow an overflow path to the curb and gutter with Main Street. The historic use of a drywell within the courtyard shows that drywells are a viable in these existing soils. The drywell depths will be 10'-20' shallower than the existing drywell so the groundwater elevation should not be an issue since it is not currently an issue. All charts and figures mentioned from the URMP are located in the last section of the appendices under the "Aspen Charts/Figures" section. C. Hydraulic Criteria The inlets, roof drains, and storm drains will all be sized using AutoCAD's hydrology feature Page 8 j:/sdskprgj/215/1078/draivage study.doc for pipe and weirs. A 50 -percent clogging factor will be multiplied by the 100 -year discharge rate for proper grate sizing on all inlets as outlined in the URNIP. D. Site Constraints There are no site constraints to the proposed drainage improvements. However, an encroachment agreement with the City of Aspen may be required in order to intercept some existing storm sewer pipes with the right-of-way and we may ask that the underground sand filter structure sit partially within right-of-way in order not excavate so close to the Hotel. E. Easements and Irrigation Facilities There are no major drainage easements or irrigation infrastructure located on the site. The irrigation lies to serve the courtyard will need to be reconstructed. F. Low Impact Site Design There are very little proposed unnecessary impervious areas outside of the home, such as excessively wide parking areas, thus creating low impact to the site. The courtyard utilizes permeable pavers to reduce the amount of impervious areas as well. A portion of the site will utilize grass buffers to provide water quality treatment and reduce runoff. This drainage strategies reduce runoff as well provide stormwater quality treatment beyond the drywell. G. 9 Principles The 9 Principles for storm water quality management were followed during the design process to create the best storm water design and water quality management. The following is a summary of compliance with the Storm Drainage Principles outlined in the City of Aspen Urban Runoff Management Plan: Consider storm water duality needs early in the design process Storm water quality needs were considered early in the design process, as recommended. 2. Use the entire site when planning for storm water duality treatment. Efforts were made to maximize the storm water quality over the site by the use of gravel grains and planters. However the proposed storage structures must perform the majority of treatment due to the high percentage of impervious area. 3. Avoid unnecessary impervious area Efforts were made to avoid unnecessary impervious areas by integrating landscaping in the courtyard redesign. 1'age 9 jJuiak1)roj/215/1078/drainage study.doc 4. Reduce runoff rates and volumes to more closely match natural conditions The runoff rates were not controlled as part of this design since all of the runoff is discharging to the City storm sewer system and does not negatively affect any adjoining properties. However, all of the runoff from the impervious areas on the site are being routed to structures that will provide water quality storage volume which is not currently being done at the same capacity of the historic hotel site. 5. Integrate storm water quality management and flood control Storm water quality management is benefitted by the water quality treatment with the drywells and the filtration within the sand filter system. 6, Develop storm water duality facilities that enhance the site and environment. The proposed water quality facilities enhance the site and the environment, as recommended by treating storm water prior to it leaving the site. 7. Use a treatment train approach The treatment train approach is limited by the nature of the property. The courtyard can provide some treatment before piping to the drywell. However, most of the property is roof area that must go directly to the underground treatment facilities although roof areas should not have the high level of pollutants in comparison to properties with large paved areas. 8. Design sustainable facilities that can be safely maintained The proposed storm water quality facilities have been designed to be both long lasting that can be safely maintained, as recommended. 9. Design and maintain facilities with public safety in mind The proposed storm water quality facilities.have been designed with public safety in mind, a requested. All of the structures must maintain a manway that can be accessed with little effort on the part of property management. The sand filter treatment vault and drywells will be accessible via a ladder to access the components that will require routine maintenance. IV. DRAINAGE FACILITY DESIGN A. General Concept The proposed analysis calls for the breakdown of the site into two water quality basins. The first basin (WQB-1) includes the roof of the Aspen Times building and the courtyard. The second basin (WQB-2) includes the entire Hotel Jerome roof system and the trash/service concrete areas to the north of the hotel. This is the basis of the sizing of the water quality dry wells and vault discussed above. The roof drains, gravel drains, inlets, and storm sewer collector pipes will be designed based on the contributing areas. The conceptual layout of these basins is provided in the attached Proposed Basin Map exhibit. These basins will be further studied once the plans are advanced Page 10 j:/sdskpr(�j/215/1078/drainage study.doc beyond the conceptual stage. B. Historic Drainage Basins Descriptions The proposed site's historic drainage pattern is from north to south. The historic site has been greatly modified to work with the City of Aspen storm drainage system for the downtown street grid. The property contributes to the existing flow patterns to the North Mill Street and East Bleeker Street City of Aspen storm drainage system. The location of the hotel's storm sewer piping needs to be confirmed during the construction phase of this project in order to establish accurate drainage basins for the existing property. The asbuilts of these pipes do not match up with some of the survey information HCE was able to collect during the conceptual design phase, It is also apparent that we need to alter these pipes in order to treat 100% of the roof area runoff since the older southern portion of the hotel does not appear to have any water duality treatment facilities. The applicant is asking that the historic basin analysis be omitted from the study due to this lack of asbuilts, the future field location of piping, and the lack of detention volume required for the property since it sits within the commercial core/downtown zone. C. Proposed Basin Description The proposed site has been separated into seven proposed onsite drainage basins. Proposed basin PR -1 includes the roof area of the southeast portion of the Hotel Jerome. This fiat roof is collected into a single 8" diameter pipe that exits the building below basement level at the northeast corner of the basement. The existing plans show this pipe continuing under the northeast portion of the hotel before connecting to the City storm sewer system on North Mill Street. This basin pipe will need to be located and piped to the proposed water quality structure to the north of the hotel. This basin combines with basin PR -2, PR -3, PR -6, and PR - 7. Proposed basin PR -2 includes a small courtyard north of PR -1. This courtyard has two inlets that are piped to the 8" diameter storm sewer pipe exiting north out of PR -1. This basin combines with basin PR -1, PR -3, PR -6, and PR -7. Proposed basin PR -3 includes the northeast corner of the Hotel Jerome roof that drains to a sand oil separator in the basement that treats the garage floor drains before discharging to the 8" diameter storm pipe containing the runoff from basin PR -1 and PR -2, This basin combines with basin PR -1, PR -2, PR -6, and PR -7 Proposed basin PR -4 includes the new roof of the Aspen Times building. This basin will be piped to the courtyard storm sewer system in basin PR -5 and eventually to the south drywell in Page 11 j:/sdstqproj/215/1078/drainage sttzdy.doe basin PR -5. This basin combines with the flow from basin PR -5_ Proposed basin PR -5 includes the courtyard and pool area. This basin will be piped through a series of gravel drains, inlets, and storm sewer pipes and eventually to the south drywell on the south end of the basin. This basin combines with the flow from basin PR -4. Proposed basin PR -6 includes the concrete area and landscape island partially on the property and partially within City of Aspen right-of-way that is collected in an area inlet and a pair of trench drains before connecting to the overflow pipe from the PR -7 basin. This overflow pipe will be rebuilt within a portion of basin PR -6 and connect into the water duality structure within basin PR -6. This basin combines with. basin PR -1, PR -2, PR -3, and PR -7. Proposed basin PR -7 includes a majority of the hotel roof drainage that will drain to a water quality drywell in basin .PR -5. This drywell will provide some volume to perc but this volume is not counted towards the calculated WQCV. The drywell will fill during large storm events and back up the roof drain collector pipes under the first floor of the hotel before entering a 4-6" overflow pipe and drain to basin PR -6. This basin combines with basin PR -1, PR -2, PR -3, and PR -6, These basins will be further analyzed once the drainage concept is agreed upon by the City of Aspen Engineering Department. All piping will be sized to convey the 100 -yr, 1 -hr storm event. D. Downstream Impacts The proposed onsite grading will have positive downstream impacts during frequent storm events by capturing and treating the onsite WQCV. This will result a level of treatment of the runoff that is not currently taping place. A spreadsheet of the drywell sizing for the south drywell is included in the appendices of this report under the Facility Calculations section showing the sizing to contain 170 cubic feet of storage. The underground sand filter treatment vault detail provided in the URNIP shows the portion of the vault that can be counted for WQCV storage. The 794 cubic feet of storage is contained within a portion of the vault (26.25' x 5.5' x 5.5'). The water quality treatment structures can be found on exhibit 4 of this report. 1'age 12 j:/sdskproj/215/1078/drainage study.doc V. CONCLUSION A. Compliance with Standards This conceptual design stage drainage report has been prepared in accordance with City of Aspen Regulations. The individual pipes proposed within the courtyard are still conceptual so the sizing has not been confirmed by calculations. The proposed treatment structures will store the required WQCV. The required WQCV is sized only for the percent impervious for the portion of the onsite basins. The City has granted the applicant permission to not provide detention for this property because the property sits within the commercial core/downtown zone. However, the storm sewer piping is sized for the 100 -yr 1 -hr storm event runoff. B. Drainage Concept The site will discharge to North Mill Street and the runoff from the site has no direct impact to any adjoining landowners. The site has been designed with many low impact designs to allow for treatment of the water. Water quality issues are being addressed by capturing all basins carrying pollutants from impervious surfaces and conveying these basins to WQCV structures. The grate atop the south drywell will also provide an overflow path to the south in case the overflow drywell is overwhelmed. The underground sand filter treatment vault has a built-in overflow path for when the perforated pipes in the sand are not keeping up with the flow entering the vault. The proposed changes to the drainage on the property will be an improvement to the existing condition by increasing the area that is treated and providing additional onsite storage. VI. REFERENCES United States Department of Agriculture, Soil Conservation Service: Soil Surve of.Aspen- Gypsum Area Colorado Parts of Eagle, Garfield and GARFIELD Counties, May 1992. City of Aspen, Colorado: Design and Construction Standards, June 2005, City of Aspen, Colorado: Urban Runoff Management Plan, December 2014. WRC Engineering, Inc. Storm Drainage. Master Plan for the Cityof Amen Colorado. November 2001. UDFCD. www.udfcd.orr IIP Geotechnical, Inc. _Subsoil S Ei I car ounci tic�i e5igl� yPrg11,-sed Addition and Remodel 1409 Crustal Lake Road, Aspen, Pitkin County Colorado. May 31, 2013. Job No, 113145A. HP Geotechnical, Inc. Supplemental Subsoil Study Proposed Addition and Remodel, Existing Residence The�A.ssljq , Club, l t7il Crystal Lake _Road, Aspen. Pitkin County,_ Colorado. Page 13 j;/sdskprQi/215!107$/dra111agc study.doc December 1.7, 2013. Job No, 113145X IV Geotechnical, Inc. Ex orjgo!y Boand_Pg:colatio��'I°est Cor l r v_ it Desi E3e k� itt Re�sicic��ce At[cfisic�tt, 1.409 ; Crystal Lake fWtE;l l�eil. Pttkit pulljy Q()IggjdO , Febnaaiy 29, 2016. JobNo. 113145C. Nyoplast, www.nytoplast-us.com Neenah boundary. www,nfco.com NDS. www.ndspro_com Page 14 j;/sdsklirgi/215/1078/drainage study.doc EXHIBITS .,n "qa`� w0�'i16133H'1NnA.sn dVVJ NIStlH a3SOdOLId i °o . wuw° ;n',"w�''e sss[soa roca)xvd-scsas>e m[p aHOHa Qd/NO[5IN13@t35 M n w� s�tiz iae4a oo 's�HEa.asaooMs+�E� 3WOaar'iAloH/69WI1 N3dSV o .- �c96 E-ZL6d08-1�� �°a,�, sos 3ls'antfiAV 3Nal9 L491 0 � �o.��..anw,n-ii.� aosEn3a =cva off -oao ';ll+El '9NI218�N19H A21J..NCI HDIHO� aeric H,n4� nE3dsv asv3 ott a `n -- waaa> mlt b w 12 ! �] 1 1 1 1 — �aHs OdmMaO�I5p1N�QaQriH16lrao df es saxbvo,. i uo _W1OO'f9rNHDIH'MMM QL03NOHd I op 'ss'aaas aoannwa'IQ 3WON3f l31DH/63WIAN3dstl H � � as I'ZZFd S1 .�a���ww� '101 3[ISBAtlmIalQ LI51 "JNI'"J ...N19N3VAHI.NnOO H01H N p isaa os& wolsu3a y 2 Q U F � gs y8 aW @eye a Z 6 n py �atoi .oYN s fl�w d awn z S i g0 d =gd ^ 3 aw 84 MR; � �A �!l $ Sia 673 ����fa Jam) nz � a$ y� .&S I', .dot a, gg a 71 9 6 9 S � � B c9 ; w a} r i.�i SQ' e3 u of 5$ V a F 8� 46 S C�FydR6� t3 Y 11 9 'TNWfi��'" 2a A IIII \ I I FAax �gg� �/ I11111I LC IP .—I I I I—I I I-1 I I IIHI1-1i1= 111—I 11=1 I F v I I-1 I I-1 I H 1 1 c $' � III IIHfi I. 11I 1IIII—I11_ —I f 1=—I P Kl I I --I � APPENDICES - City of Aspen 7 I 6 5 4 r L C T N C a Y E 3 2 Urban Runoff Management Plan Rainfall OF for Aspen, Colorado 0 0 5 10 15 20 25 30 35 40 45 50 55 60 Duration in Minutes 2 -yr 5 -yr 10 -yr --,§, -25-yr 50 -yr 400 -yr Note: Accuracy is more reliable at 5 minute Increments. Figure 2.1 IDF Curves for Aspen, Colorado Chapter 2 - Rainfall 2A Rev 9/2014 City of Aspen 1 00 0.90 0.60 0 70 U 0.60 0.60 v q 940 0.30 020 0.10 0_p0 0ek Urban Runoff Management Plan 1A0 0 90 0-Bfl 0.70 o.sa m u 0.50 g � o aQ 030 0.20 0 10 0.00 v% 10% 20%, 30% 40% 50% 60% 701/6 801/1 90% 100% ftio shad peYCentOgG Imperviouen®vs Figure 3.2 — Runoff Coefficients for BRCS Hydrologic Soil Croup A 10% 20,14 30°! 40% 50% 60% 70% 813% 90% 1001 Watershed Paroantage Imperviouenoss Figure 3.3 — Runoff Coefficients for MRCS Hydrologic Sail Group S -•e— IOt7•yr - 50•yr --ts-- t0•yr -0- too -yr ---B-- 60•yr --d-25-yr —x— 10 -yr �5yr 2 -yr Chapter 3 - Runoff 3-6 Rev 1012014 DRAINAGE CRITERIA MANUAL (l. 1) RUNOFF LZ RE ol ff .2 .3 .5 9 2 3 5 119 20 VELOC17Y IN FEET PER SECOND Figure R0.1-12911mato a# Average OVearlatie9 HOW Voloolty for USS With the RQUGHal FOFMUla 2007.09 R0-93 Ur4an Drainage and Hood Control OWN Z) ® N LV C7 Co C; Q 6 6 0 a LO w 0 OD u -s C) I— in w 0 L.0 LO CD LO Tr Q en LO N C> LO r DE a PROPER Ct=F-R AND DOWNSPOUT SMNG CHART 1-1 WIDTH OF RECTANGULAR GUYTERS FOR GIVEN HOOFAREAS AND RAINFALL 65"" 4000@ 3pQPA Rums aa®e� 4lMP® 78®♦& 4ME30 "Do IMP® 1001) 04000 6m 8o 1s $9],sia® 14 jam to, Ima 47.199 30,300 2;1,9 BP 0P.®9P 11 7tl8 S, -St 7 Q?m 4,210 3.430 � 3�P g_!1 a >a 6 1 N @ 1 0e.a 1® � Y! i m — DEP?t8RMOTH IA ® RAINFALL IMENSITY x AREA fAnEA V -110M TABLE i-1 THAT RELATES TO L) CHMT 1-2 HALF ROUND GUTMA SELECTION wrtw ie •1�9)'i i 1�1 1 tl� 301' 279 IGq dEi� 4919 S WN to-" dGei Mon o"Ull w� a `� i„-, r �. , "', wE 4 fameetar o6 & 0, Anna 111 .11 "r 0 elope IA fw mr W ePpm hl fflcn GA In ®q ON Gid 1! G9 PA Pii Aha ®4 71 Gq at 904 54 M bq Wi gom Qg 3 7v� 3rl s n , i Fi iii 1 ti. - q R, 'W� Gu Y U11 fiM € dln tl f,;ql 1.1 37 1!1 E4dr1 1-44 .,, IS 04_ 1”' Toft' .,, ;I(3 8 s J.! 78Pl�1 ;e,{3 In 7 (!F 95 hlc.! ,":43CS YJ2 7c1 I(i•3 3'Shc� ]... Jj 233 5{:331 '.!ia t,, :123 14 1�l (� 3%�-�.n .i �ti �� -.,_ "f•i dfi �(Ir� !,J :l iii: iblil] rr:l �Su ;l J ..-1F8 _.�_....._ �. •..,.... i5?P Eit;1 ", fiq ,A?K= 795 [i6 r4i "111130 144) I1; a78 FJ 2Rl :S1 16 11%1!)1(1116 :37 11[gp !339 1R!, '"•1A kU �:•d t'4 .:_.af:LU tti-s@J 'S7R 1h� 'A 4; ?[-ltt4 s33:e:BNIfi1 MI ,in 4tl l" 3e w m slll,u � WY rA NI 3" 411 w '" IN ori oe 2 ! 11 CII NN fi' Mn 2" � YI J !VA 14/211 co • x, G" w% xr 2„ 311 3„ •M yl� � IN 4� a 40 ox "6"u Pel M G A SO is 61. �4e7.1 u all : T Use the above sketch in combination with the table of the variable rainfall rates below to determine the appropriate quantity and size of the roof drains required when you know: a) the total roof area b) the approximate drain diameter you will use Note: When determining the number roof drains required recognize that the smaller the roof drain outlet diameter the more drains you will need Conversely,. the larger the drain nutlet diameter the fewer you will need. How to calculate the quantity of drains required: 1.) Calculate the roof area to be drained. 2,) Estimate the roof drain outlet size you will likely use, Example: Roof area is 200'x 500' =100,000 sq. ft. Example; 4' roof drain 3.) Determine your building's location on the above map to determine the approximate rainfall as measured in inches per hour. Example: The location of Kansas City, MO shows 6" of rainfall per hour, ' 4.) Select a reference of a roof drain size with hourly rainfall together with the roof area square footage you have estimated and then determine from the chart below how many roof drains you require, Example. Each 4" drain size in a 6" hourly rainfall area will accommodate drainage of 3,070 sq. ft. of roof area. Therefore, the 100,000 sq. fr. area roof will require 100,000 - 3070 = 32.5 or 33 roof drains for ideal drainage, CALCULATE AREA DRAINAGE BV ROOF DRAIN SIZE AT VARIOUS RAINFALL RATES DRAIN OUTLET 512E I HOURLY RAINFALL (in inches) PIPE OPEN I 3 6 7 SDE (inches) 2 AREA (sq. inches) 3.14 ROOF AREA SQUARE FOOTAGE 2,880 1,920 1,440 1,150 960 720 575 480 410 360 3 7.06 a, 080 5 1160 4,440 3,520 2,930 2,200 1,760 1,470 1,260 1,100 4 12.56 18,400 12,700 9,200_ 7,360 6,130 4,600 3,68(1 3,070 2,630 2,300 5- 19.60 34,600 23,050 17,308 13.840 _ 11,530 8,650 8,920 5,765 4,945 4,325 6 28,30 54,000 36,000 27,000 21,600 18,000 17,SW _ 10 000 9AOU 7.715 6.750 8 .50.25 116,000 77,40 58,000 46,400 38,660 29,1100 23,200 19,315 16,570 14,500 V Marathon C E l� j N O O O O O N N 3 > G' 7 J N m Ecu�u�in v>va r" pU V O M f0 Ol N �f1 M (p O O 0 F --O �n 'N t W WON a> >o W a o o Z���rv,orM Lu �to�N�WW��� Q Go O O U > Q =� Wv �o aW'�= �N= >� moo �1 > Q 3 M H V y.y xO y p ,� O Ev 0000 00(o J a o. v EW. Qp J o WW A a om >� w x L > v' a o Cj z a�" > a, 0 0 o r 0 Ivo �;�(on Lo N m m� = r' -N �0w — N r N N o N > o > O N O C > > L o 0 0 2 r �n (orwrno �c9 mm" o> N N 7 0 0 U U ¢¢ City of Aspen INLET PIPE LTJ—. MA ONLY --I WET Urban Runoff Management Plan 1AIDERORAIN ACCESSORATES, PIPE 5ystcm ACCESS ORATES_. wgcv MANHOLE PLAN VIEW N.T.S. PROFII Figure 8.68 Typical plan and Profile for Underground Sand Filter (Source: Center for Watershed Protection with modifications) Chapter 8 — Water Quality 8-114 Rev 11/2014 TEMP0.RARY '. nlil.l PERMANEIlr' DEBRIS- �CCAFANOVrs xREEN \\\ IIII Pte, liu 'iu SMERGED WRET PmE �I IIIIL'. WALL. 02111, — i'III Install underdrain _ per criteria for Pumped discharge above -ground may be used as an sand filter, alternative to gravity outfall. For pumpecl discharge maximum flow rola for pump Is WOCW12 hours. N.T.S. PROFII Figure 8.68 Typical plan and Profile for Underground Sand Filter (Source: Center for Watershed Protection with modifications) Chapter 8 — Water Quality 8-114 Rev 11/2014