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agenda.council.regular.20210713
1 AGENDA CITY COUNCIL REGULAR MEETING July 13, 2021 5:00 PM, City Council Chambers 130 S Galena Street, Aspen WEBEX www.webex.com Enter Meeting Number: 182 215 5010 Password: 81611 Click “Join Meeting” OR Join by phone Call: 1-720-650-7664 Meeting number (access code): 182 215 5010 I.CALL TO ORDER II.ROLL CALL III.SCHEDULED PUBLIC APPEARANCES IV.CITIZENS COMMENTS & PETITIONS (Time for any citizen to address Council on issues NOT scheduled for a public hearing. Please limit your comments to 3 minutes) V.SPECIAL ORDERS OF THE DAY a) Councilmembers' and Mayor's Comments b) Agenda Amendments c) City Manager's Comments d) Board Reports VI.CONSENT CALENDAR (These matters may be adopted together by a single motion) VI.A.Resolution #056 and #065, Series of 2021 - CDOT Operations and Maintenance IGA & Contracts with TS&L and Kimley-Horn VI.B.Resolution #066, Series of 2021 - On-Call Excavation Services for the Electric Department 1 2 VI.C.Resolution #067 of 2021 - Contract for OCIP Inspection Services for Burlingame Ranch Phase 3 Construction VI.D.Board & Commission Appointments VI.E.Draft Minutes of June 22nd, 2021 VII.NOTICE OF CALL-UP VII.A.HPC approval for 121 W. Bleeker - Conceptual Major Development, Relocation, Setback Variations and Floor Area Bonus VIII.FIRST READING OF ORDINANCES IX.PUBLIC HEARINGS IX.A.Ordinance #16, Series of 2021 - Aspen Center for Environmental Studies: Minor Amendment to a Planned Development- Project Review & Growth Management Review to improve vehicular and pedestrian access and to expand the Visitor Center and Bird of Prey Buildings X.ACTION ITEMS XI.ADJOURNMENT 2 MEMORANDUM TO: Mayor and Council FROM: Carly McGowan, Project Manager I Pete Rice, PE, Division Manager THROUGH: Trish Aragon, PE, City Engineer DATE of MEMO: July 6th, 2021 MEETING DATE: July 13th, 2021 RE: Resolution #056-2021 CDOT Operations and Maintenance IGA - Consent for IGA and Resolution #065-2021 Contracts with TS&L and Kimley-Horn required for IGA ______ REQUEST OF COUNCIL: Staff seeks Council approval of the Intergovernmental Agreement (IGA) with the Colorado Department of Transportation (CDOT) for Traffic Signal Operation and Maintenance for the four traffic signals in the downtown core. The IGA designates the City of Aspen to assume responsibility for the repair, routine maintenance, and periodic inspection of the following: crosswalk markings, stop bar markings, symbol markings, lane striping, and signal traffic control devices. Also included in the scope of the IGA are one-time upgrades to the traffic signals including installation of battery back-ups and the execution and implementation of a signal timing study. Staff additionally seeks Council approval of two contracts which will execute the work that will become the responsibility of the City upon IGA approval. The contracts are with TS&L and Kimley-Horn for $78,920 and $43,370, respectively. BACKGROUND: Staff presented the IGA to Council during worksessions in January of 2019 and January of 2020. During the worksessions, Council supported staff pursuit of an IGA with CDOT. The IGA presented today is a result of past council direction as well as coordination with CDOT. CDOT currently operates and maintains Highway 82 as it runs through the Aspen (aka Main Street). Contained within this corridor are four traffic signals that direct traffic flow through some of the busiest intersections in town for vehicles, bicyclists, and pedestrians. 3 In 2015, CDOT installed an activation button at each signalized intersection which required people to press for activation of the pedestrian light that signals a safe crossing. Because the current pedestrian activation has not been optimized for pedestrians, this current style of traffic signal management is less user-friendly to the pedestrian and can be non- intuitive. The existing pedestrian crossing is safe at this time, but pedestrian signal improvements can be modified to create a better balance for pedestrians. From the perspective of state-level highway engineers, the existing corridor described above is pedestrian-safe. From a City perspective, pedestrian-safe is not enough; we strive for pedestrian-friendly. CDOT holds a high standard of safety, but the City of Aspen staff and leaders are more in tune with the local community and know that the community supports the balance between all mobility users. The community has expressed a desire for a well- connected network of pedestrian infrastructure that is safe and convenient for pedestrians. DISCUSSION: IGA Scope and Details The IGA includes five years of on-going operations and maintenance (O&M) that is the responsibility of the City. CDOT will reimburse the funds annually. This ongoing O&M scope falls into the following two categories and associated responsibilities: 1. Signals a. Routine operations and maintenance (O&M) b. Periodic inspection and/or testing c. Emergency response and/or repair 2. Striping a. annual striping of lanes b. annual striping of intersections The signal O&M portion will be completed by a contractor and managed by the CoA Engineering Department. The striping portion of the contract will be completed by the City of Aspen Streets Department. Currently, the striping in the intersections along Main St is the responsibility of CDOT. The CDOT schedule for re-striping doesn’t account for the harsh winters and damage by snow plows that is typical in Aspen, so the paint often doesn’t last until the next scheduled CDOT striping event. Typically, the CoA Streets Department supplements striping in the city to offset long periods between the CDOT striping project. The execution of this IGA entails that the striping is the responsibility of the City, and it also means that the City will be reimbursed for this work that they already do. The City will have more flexibility and responsiveness towards striping in the city, therefore being able to provide a higher level of service than what CDOT is able to. In addition to regular operations and maintenance, the IGA contains two capital improvement projects. The first project is a traffic signal timing study. The timing study will 4 be completed by a contractor and managed by City engineering staff. The traffic signal timing study will explore and present options for re-timing the traffic signals to create a more user- friendly experience for pedestrian and bicycle traffic. It will balance the needs of vehicle traffic with the needs of pedestrians. The signal timing study is compensated for by CDOT via this IGA. The second capital improvement project is the installation of battery backups at the signals. Currently, the signals are reliant on their primary power source. In the event of a power outage, the signals do not function. Installing a battery backup for each signal will ensure that if the grid loses power, the signals will still function for a period of time after the outage. Similarly to the timing study, the cost of battery backup installations will be compensated for by CDOT through the IGA. CDOT has been supportive of this agreement and this transfer of responsibility. CDOT is a partner in this progression and will continue to be involved after the transition of responsibilities. CDOT will maintain responsibility for any additional capital improvements that are not included in the IGA. For example, CDOT will be responsible for replacement of a signal pole in the case of a vehicle accident. Community Benefits from IGA The intergovernmental agreement between the City of Aspen and CDOT that is presented today involves a transfer of responsibility for the maintenance and timing of the four traffic signals along Main St in town. This transfer of benefits the Aspen community in four major ways: 1. In the event of an emergency or malfunction, the City response time will decrease the period the lights down time. 2. The safety and connectivity of the pedestrian experience along Main St and the downtown core will increase. 3. A higher level of service for striping and lane markings along the Main Street corridor will be provided. 4. The City will be compensated for striping work, maintenance, and two initial capital improvements (including a signal timing study and installation of battery backups). IGA Timeline The IGA responsibilities, including striping and signal maintenance, will begin in July 2022. The City will be responsible for the previously outlined items for five years with the option to terminate at any time. The traffic timing study will commence in 2021 and will be reimbursed by CDOT in 2022. The battery backup project will begin in 2022 and will be reimbursed in 2022. Consulting Contracts Supporting IGA In order to execute the IGA, the Engineering Dept intends to form a contractual agreement with two contractors. Resolution #065-2021 corresponds with these two contracts. 5 The first contract is with TS&L out of Grand Junction, CO. The City undertook a formal bid process and received one bid for the ongoing maintenance of the traffic signals and the battery backup project. The contract scope includes preventative maintenance, emergency maintenance, and any necessary traffic control to perform these duties. The contract also includes the installation of the battery backups, the cost of which is to be reimbursed by CDOT. The contract is for $78,920. The second contract is with Kimley-Horn, an engineering consulting firm. They have a background in traffic timing and signal studies. In the spring of 2020, Kimley-Horn provided the City with a study of the roundabout and adjacent CDOT corridor that is directly west of the scope of the current project. The contract is for $43,370. FINANCIAL/BUDGET IMPACTS: The IGA includes a payment schedule through which CDOT will compensate the City for the work that is being performed under this agreement. The payment schedule includes a one-time payment for the upgrades to the four traffic signals, including the installation of the battery back up and the execution and implementation of a signal traffic timing study. Additionally, CDOT will compensate the City on an annual basis for the maintenance and operations as agreed upon in the IGA. Over the course of the five year agreement, the total compensation, including one-time upgrades and ongoing operations/maintenance, will be $502,250.00. This includes the large majority of the costs annually. The exact reimbursement number may not match the cost exactly due to varying contractor costs over a five-year period. Funding equal to $40,000 for this project was appropriated within the 2021 Asset Management Plan Fund budget under project 50844: Phase 1 Main St Improvements to Signals with CDOT Coordination. Funding equal to $121,000 for this project will be appropriated within the 2022 Asset Management Plan Fund budget under project 40009: Traffic Signal Maintenance. The current budget has appropriations to perform the 2021 study, and a technical adjustment will be made in the fall supplemental to move appropriations from the AMP to the GF. As for out years, future appropriations requests will incorporate he needed spending authority for the remaining items within these contracts. CDOT Compensation to the City of Aspen Single Payment, Upfront Project UPS Installation (battery back up installation) $ 46,500.00 Signal Timing Study $ 43,370.00 TOTAL ONE-TIME COMPENSATION $ 89,870.00 Annual Compensation, Yearly Total Cost of Crosswalks $ 32,670.00 Total Cost of Stop Bars $ 15,475.00 6 Total Cost of Symbols $ 5,680.00 Total Cost of Lane Striping $ 8,171.00 Total Cost of Signals $ 20,480.00 TOTAL ANNUAL COMPENSATION $ 82,476.00 Summary One-Time Compensation $ 89,870.00 Annual Compensation X 5 years $ 412,380.00 TOTAL COMENSATION OVER FIVE YEARS $ 502,250.00 ENVIRONMENTAL IMPACTS: The IGA will increase pedestrian safety and convenience along the Main St corridor and the downtown CORE. Increasing convenience for pedestrians results in more people choosing to walk through town instead of driving. In turn, this has a positive impact on the carbon footprint of Aspen. Fewer cars means less pollution. ALTERNATIVES: If the City decides not to pursue the IGA, the follow impacts relating to signals and striping will be felt: 1. Regarding signals: the traffic signals along Main St will continue to prioritize vehicles instead of pedestrians. The pedestrian crossing mechanism will remain non-intuitive and will lack a level of convenience that people have come to expect in Aspen thanks to the outstanding pedestrian and bicycle facilities throughout other parts of town. 2. Regarding striping: the community will receive a lower level of service due to the current CDOT striping schedule not accounting for the harsh Aspen winter and the effect it has on road striping OR the City will continue to provide a high level of service for striping and the cost will be at the City’s expense. STAFF RECOMMENDATION: Staff recommends approval of Resolution #056-2021 and Resolution #065-2021 to execute the IGA and provide the highest level of service possible for the community along the Main St corridor. CITY MANAGER COMMENTS: ATTACHMENT A – RESOLUTION #056, Series 2021 ATTACHMENT B – RESOLUTION #065, Series 2021 7 8 RESOLUTION #065 (Series of 2021) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, APPROVING TWO CONTRACTS BETWEEN THE CITY OF ASPEN AND THE FOLLOWING CONTRACTORS: TS&L AND KIMLEY- HORN. AUTHORIZING THE CITY MANAGER TO EXECUTE SAID CONTRACT ON BEHALF OF THE CITY OF ASPEN, COLORADO. WHEREAS, there has been submitted to the City Council a contract for, between the City of Aspen and TS&L, a true and accurate copy of which is attached hereto as Exhibit “A”; WHEREAS, there has been submitted to the City Council a contract for, between the City of Aspen and Kimley-Horn, a true and accurate copy of which is attached hereto as Exhibit “B”; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, That the City Council of the City of Aspen hereby approves two respective contracts for $78,920.00 between the City of Aspen and TS&L and for $43,370.00 between the City of Aspen and Kimley-Horn, copies of which are annexed hereto and incorporated herein, and does hereby authorize the City Manager to execute said agreement on behalf of the City of Aspen. INTRODUCED, READ AND ADOPTED by the City Council of the City of Aspen on the 13th day of July 2021. Torre, Mayor I, Nicole Henning, duly appointed and acting City Clerk do certify that the foregoing is a true and accurate copy of that resolution adopted by the City Council of the City of Aspen, Colorado, at a meeting held, July 13th, 2021. Nicole Henning, City Clerk 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 MEMORANDUM TO:Mayor and City Council FROM:Justin Forman, Utilities Field Operations Manager Ron Christian, Electric Department Superintendent THROUGH:Tyler Christoff, Director of Utilities MEMO DATE:July 2nd, 2021 MEETING DATE:July 13th, 2021 RE:Resolution #066, Series of 2021 – Approval of On-Call Contract for Excavation Services for Electric Department with Stutsman-Gerbaz Earthmoving Inc. REQUEST OF COUNCIL:Staff requests Council approval of the contract with Stutsman- Gerbaz Earthmoving Inc. for on-call excavation services for the City of Aspen Electric Department. PREVIOUS COUNCIL ACTION: Council previously approved this type of contract with Stutsman-Gerbaz Earthmoving Inc. in 2018. The limits of the contract expire in 2021 and require scope to be bid again. BACKGROUND:The electric utility has historically utilized on-call contracting services to assist staff with primary cable faults and streetlight circuit repairs. These around the clock services are critical to the timely and safe resolution to these operational emergencies. During electric fault response, trained and licensed City staff require additional resources to complete a timely repair. Additional expertise and equipment associated with utility excavation, roadway repair, and traffic control is a critical addition to City crews. A quick, skillfully executed repair by staff and an on-call contractor minimize life and property risks as well as possibility of an extended impact to the public. DISCUSSION:The City proposes utilizing contract services to reduce risk, augment staff, and provide the most efficient and timely settlement of electric faults repairs. This type of resolution ensures the highest level of service to our customers and community. The City of Aspen advertised and solicited proposals through a competitive bid process. Only one bid was received and reviewed by staff. Staff believe Stutsman-Gerbaz’s experience and performance both with Aspen’s system and in other Colorado communities speaks to their capability to meet the full extent of the City’s proposal. Past performance associated with City projects has proven Stutsman-Gerbaz Earthmoving 54 Inc. to be a conscientious and consummate professional. Staff recommends that it is in the City’s best interests to award the contract to this vendor. The proposed contract is valid for one year, with three 1-year options to renew at the City’s discretion. FINANCIAL/BUDGET IMPACTS: Staff intends to use these contract services as needed. Based on historical data staff, staff setup an annual contract amount of $80,000. Individual repair cost varies depending on size, scope, and season among other factors. Staff have budgeted the following funding based on running average, construction cost escalation, and contingency. Total Funding 2021 Electric System Replacement – 431.323.81200.57210.51310 $ 175,000.00 Total Funding $ 175,000.00 ENVIRONMENTAL IMPACTS:Stutsman-Gerbaz Earthmoving, Inc. has worked hand in hand with City staff to repair and return electric infrastructure to service after a failure quickly and safely. This swift and professional resolution minimizes customer outages, community impact and potential for damage to other assets. ALTERNATIVES: The City could elect to not award this contract and perform on-call services on a case-by-case basis. This outcome would likely increase emergency response time, outage length, and costs. RECOMMENDED ACTION:Staff requests Council approval of the contract with Stutsman-Gerbaz Earthmoving Inc. for on-call excavation services for City of Aspen Electric Department. PROPOSED MOTION:“I move to approve Resolution #066, Series of 2021.” CITY MANAGER COMMENTS: ATTACHMENTS: A. Resolution # 066, Series of 2021 B. Professional Services Contract – City of Aspen and Stutsman-Gerbaz Earthmoving Inc. 55 RESOLUTION # 066 (Series of 2021) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, APPROVING A CONTRACT BETWEEN THE CITY OF ASPEN AND STUTSMAN-GERBAZ EARTHMOVING INC. AUTHORIZING THE CITY MANAGER TO EXECUTE SAID CONTRACT ON BEHALF OF THE CITY OF ASPEN, COLORADO. WHEREAS, there has been submitted to the City Council a contract for the on-call excavation services for the electric department between the City of Aspen and Stutsman-Gerbaz Earthmoving Inc., a true and accurate copy of which is attached hereto as Exhibit “A”; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, That the City Council of the City of Aspen hereby approves that Contract for on-call excavation services for the electric department between the City of Aspen and Stutsman-Gerbaz Earthmoving Inc., a copy of which is annexed hereto and incorporated herein, and does hereby authorize the City Manager to execute said agreement on behalf of the City of Aspen. INTRODUCED, READ AND ADOPTED by the City Council of the City of Aspen on the 13th day of July, 2021. Torre, Mayor I, Nicole Henning, duly appointed and acting City Clerk do certify that the foregoing is a true and accurate copy of that resolution adopted by the City Council of the City of Aspen, Colorado, at a meeting held, July 13th, 2021. Nicole Henning, City Clerk 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 Page 1 of 2 MEMORANDUM TO: Mayor and City Council FROM: Chris Everson, Senior Affordable Housing Development Project Manager THRU: Rob Schober, Capital Asset Director DATE OF MEMO: July 8, 2021 MEETING DATE: July 13, 2021 RE: Resolution #67 of 2021: Contract for OCIP Inspection Services for Burlingame Ranch Phase 3 Construction REQUEST OF COUNCIL: Staff is requesting approval of attached Resolution #67 of 2021 and associated contract (Exhibit A) between the City of Aspen and ABCO Construction Services, LLC for inspection services which are required under the City’s construction insurance program. The contract amount is for $52,850.00 plus $2,250 per trip to the modular factory. PREVIOUS COUNCIL ACTION: Council approved the 2021 budget for construction of the Burlingame Ranch Phase 3 affordable housing project as well as numerous project-related contracts since. BACKGROUND: The Burlingame Ranch Phase 3 affordable housing development will add 79 new deed-restricted for-sale condominiums with 1, 2 and 3 bedrooms to the Aspen/Pitkin County Housing Authority inventory and are planned to be available for sale beginning September 2022. DISCUSSION: It is necessary to hire a pre-qualified inspection firm to provide inspection services which are required under the City’s OCIP insurance program. The project team has evaluated inspection services proposals from a pool of pre-approved service providers. For additional details on the evaluation process, see the attached Exhibit B letter of support from the City’s owners representative Artaic Group. This third-party inspector role is required for insurance purposes and will help make sure that the overall project quality is well coordinated. Services provided include a review of the plans, and site inspections to verify that the facilities are being built per the plans. This layer of inspection is in addition to required regulatory inspections performed by the State of Colorado and the City of Aspen Building Department which verify code compliance. The City’s quality assurance program has additional layers as well. Along with Guerdon's quality assurance program in the modular factory, the City has an inspector who will make sure that each factory module passes inspection before shipment from the factory. The modules are likewise inspected upon receipt. Currently on the project site, 4 of 8 building foundations are in various stages of completion. The City's geotechnical engineer is performing material testing and inspection services which check the quality of soil and compaction under all foundations and also the quality of each batch of concrete poured. Building foundations are being sprayed with moisture protection, and the City has another inspector who is measuring the application of the moisture protection. To this point, 71 Page 2 of 2 the inspector has documented numerous areas where corrections to the work need to be made, and the general contractor is directing the remediation as required. This will continue throughout the remainder of the preparation of the building foundations. While the building modules are being stacked and connected, the City's owner's representative will be verifying the connections are being made according to the manufacturer's specification. Once buildings are in place and roof structures are being fabricated, the City will facilitate additional quality inspections of roofs and flashings to ensure against water infiltration. And when the public infrastructure such as roads and curb and gutter are being put in place, the City will also have an inspection process to make sure those are being constructed according to specification as well. The staff is committed to delivering a high-quality facility that will be a safe and durable asset for the Aspen community for years to come. Staff would like to invite Council to the Burlingame Ranch site to watch while a crane swings and sets some of the factory building modules into place. Production of the City's building modules in the factory is set to begin during the week of July 12- 16, and the site visit may be scheduled for some time in August. FINANCIAL/BUDGET IMPACTS: The project is currently operating under budget, and an updated project budget document has been attached as Exhibit C to this memo. RECOMMENDED ACTION: Staff recommends approval of Resolution #67 of 2021 and the associated contract. CITY MANAGER COMMENTS: ATTACHMENTS: Exhibit A – Agreement with ABCO Construction Services LLC Exhibit B – Letter of support from Artaic Group (City’s owner’s representative) Exhibit C – Updated project budget 72 RESOLUTION #67 (Series of 2021) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, APPROVING A CONTRACT BETWEEN THE CITY OF ASPEN AND ABCO CONSTRUCTION SERVICES, LLC, AUTHORIZING THE CITY MANAGER TO EXECUTE SAID CONTRACT ON BEHALF OF THE CITY OF ASPEN, COLORADO. WHEREAS, there has been submitted to the City Council a professional services agreement between the City of Aspen and ABCO Construction Services, LLC, a true and accurate copy of which is attached hereto as “Exhibit A”; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, That the City Council of the City of Aspen hereby approves the professional services agreement between the City of Aspen and ABCO Construction Services, LLC, a copy of which is annexed hereto and incorporated herein, and does hereby authorize the City Manager to execute said contract on behalf of the City of Aspen. INTRODUCED, READ AND ADOPTED by the City Council of the City of Aspen on the 13th day of July, 2021. Torre, Mayor I, Nicole Henning, duly appointed and acting City Clerk do certify that the foregoing is a true and accurate copy of that resolution adopted by the City Council of the City of Aspen, Colorado, at a meeting held July 13, 2021. Nicole Henning, City Clerk 73 74 75 76 77 78 79 80 81 82 83 84 85 Project Name: Burlingame Ranch Phase III Project #:12869 April 9, 2021 Page 5 of 12 EXHIBIT A A Better Construction Outcome The City of Aspen and Artaic Group, LLC. 130 S. Galena St. Aspen, CO 81611 Subject: Quality Assurance Observations and Reporting Burlingame Ranch Phase III Reference: Proposal # 12869 Total Compensation for the work at Burlingame Ranch Phase III will be $52,850.00. This price includes travel and all other reasonable expenses directly relating to the scope of work outlined in this proposal. Additional fees may be charged should unresolved Action Items or Insurance Carrier requirements require follow-up(s) beyond ABCO’s normal process. Client will be notified in this instance. These fees are based on the information provided by the client and the following: • The project is located in: Aspen, CO • For the purposes of this proposal, costs are based on (8) condo buildings, with a total of (79) units. • ABCO will make up to (2) factory visits to observe the following components. o Windows, Doors, Moisture Barrier, Mechanical, Electrical, Plumbing and Veneers. o (These visits will be $2,250.00 each (NOT included in price above), and billed after each visit.) If additional visits are needed, ABCO will contact the client. • Observations will be performed on 100% of the building envelope and 50% documentation of critical interior systems. • Upon receipt of the contract, ABCO will invoice $1,500.00 (included in the price above), to include the Technical Design Review and Administrative Set Up costs. The contract will be invoiced based on ABCO’s percent of work completed. • This proposal may be withdrawn by ABCO if it is not signed within 90 days. ABCO’s Technical Design Review: • Review the architectural design for general alignment of components, possible design conflicts and constructability. • The architectural review will focus on the building’s exterior moisture management detail accuracy as it relates to the building envelope and all items listed in ABCO’s scope of work. • ABCO is sensitive to the integrity of the client’s design professionals. ABCO does not review the drawings for aesthetics or design layout preference. 86 Project Name: Burlingame Ranch Phase III Project #:12869 April 9, 2021 Page 6 of 12 • As applicable ABCO will review the foundation design for consistency of the design parameters between the soils report and structural plans. ABCO’s review does not represent approval of the structural design of the building and/or the soils report. The design of the structural performance of the building rests solely with the engineer of record and the reliance of the information contained within the soils report rests with the Geotechnical Engineer. A report of findings will be generated and sent to the client for any review(s) performed by ABCO. ABCO anticipates the client will respond to the items listed in this review either in writing to ABCO clarifying the information, and/or changing the design documents. If the design documents are changed, ABCO required a copy of those documents. ABCO’s Quality Assurance Observations and Reporting: 1. ABCO’s observations will coincide with the construction activity level of the project site and follow the guidelines set forth in the following QA Observation Guidelines, as construction methods, coordination of site activities and installation sequencing allows. Emphasis will be made on items that will become inaccessible during construction, and areas of moisture management. The standards for ABCO’s observations are design documents, manufacturer’s specifications, accepted industry standards, and the Party’s agreement as to observation frequency as contained herein. 2. ABCO will communicate with the onsite supervisor and review the construction schedule to determine the frequency of the site visits necessary to perform ABCO’s proposed scope of work. 3. ABCO will, on a limited basis, observe and report whether the construction and product installation in the field appears to be in compliance with the contract documents. 4. ABCO will require the following electronic contract documents to perform this scope of work: • Complete set of design documents. • Most recent construction schedule. • Project manual/specifications book. 5. ABCO will review applicable manufacturer installation guidelines for the various products used on the project. ABCO will field verify, on a limited basis, that the manufacturers’ installation requirements are being followed. Installation of building equipment or fixtures is specifically excluded. 6. ABCO will review relevant project related reporting, as it pertains to ABCO’s scope of work. It is the responsibility of the Client to provide ABCO with copies of these reports. Reports to be reviewed will include, but not be limited to, applicable design professional’s field reports, contractor’s field reports, any testing reports produced on-site, project related meeting minutes, RFI logs, submittal logs, and any other documents relevant to ABCO’s scope of work on the project. ABCO will field verify the information in these reports on a random basis. 87 Project Name: Burlingame Ranch Phase III Project #:12869 April 9, 2021 Page 7 of 12 7. A Site Status Report (SSR) will be issued following each standard site visit. Typical time for issuance of these SSR’s will be within six (6) business days from the observation visit. This time could be extended due to the need to gather and/or review additional information. ABCO will distribute the SSR to all parties designated by the Client. If this project is an insurance requirement, ABCO may distribute the SSR to all insurance parties related to this project. It is the responsibility of the client to notify ABCO of the recipients of ABCO’s SSR and update ABCO of any changes during the duration of the project. SSR’s will include, but not be limited to, reports or documents reviewed, overall site progress, field observations made during site visits, action items identified and/or resolved and miscellaneous project information or discussions. 8. ABCO’s scope of work includes the identification of action items which are defined as non- compliance components, considered not installed or not constructed per the design documents, manufacturer’s installation guidelines, accepted industry standards or applicable codes. Action Items are communicated directly to the onsite supervisor via hand delivery of Action Item Notification (AIN) forms, or email. The action item status is tracked and reported by ABCO and reported on the SSR’s. 9. ABCO will follow up with Client on the correction of any unresolved action item(s) during regularly scheduled site visits. Special site visits requested by the Client to clear open action items will be at the expense of the Client as stipulated in this contract. Where and when reasonably possible, ABCO will visually verify the corrections of any identified action items with the cooperation of the Client. 10. If the Client elects to have only ABCO view the correction of any action items, the Client will communicate this election to ABCO and shall provide ABCO access to the correction until it can be observed on the next regularly scheduled site visit. If the Client requires observations of corrections prior to the next regularly scheduled site visit, ABCO will charge a re-observation fee on a Time and Materials basis. Any re-observation must be approved by the Client prior to the required re-observation. 11. If ABCO’s services as described herein is an insurance requirement, ABCO’s action item clearing process may be superseded by the insurance requirements. In some instances the option for the Client to clear action items without ABCO visually confirming the corrections will not be allowed. Please review the insurance binder for such subjectivities or limitations. 12. ABCO DOES NOT RECOMMEND OR APPROVE ANY SPECIFIC CLIENT CORRECTIVE ACTION AND/OR RFI TO OBSERVED CONDITIONS. IT IS THE RESPONSIBILITY OF THE CLIENT TO INSURE THAT ANY CORRECTIVE ACTION AND/OR RFI APPLIES WITH APPLICABLE CONSTRUCTION STANDARDS AND/OR BUILDING CODES. ABCO IS NOTRESPONSIBLE FOR RE-OBSERVATION OF THE CLIENT CORRECTIVE ACTION AND/OR RFI EXCEPT AS PROVIDED FOR HEREIN. 13. Thirty (30) days after the final visit, to complete ABCO’s scope of work, a letter of completion will be issued. The letter of completion will summarize the action items written on the project and note their method of clearing. If after the thirty (30) day period the client provides information that changes the status of an action item, ABCO will revise this letter to reflect the changes for a fee of $100.00. 14. ABCO services provided are quality assurance services. It is not ABCO’s intent, nor is it practical, to observe any component or application to a 100% level. Observations and documentation occur on a random basis. Note that not all assemblies in all units are observed and/or documented during the site visits nor should any observations be considered as final acceptance of the as- built condition. Final acceptance of the as built conditions rest solely with the builder/owner. ABCO does not and will not instruct the Client and/or subcontractors as to how the work will be performed, nor will ABCO oversee the actual work performed by the Client and/or subcontractor 15. The responsibility for the roof access is that of the General Contractor (GC) and/or client. Typically, the GC will coordinate access between their roofing contractor and ABCO. Any waivers 88 Project Name: Burlingame Ranch Phase III Project #:12869 April 9, 2021 Page 8 of 12 necessary for this activity will need to be delivered to ABCO by the GC. Roof observations will be performed as best viewable should the roof pitch exceed 6/12 pitch. 16. In the event that there are modifications to the original construction, impacting ABCO’s original scope of work, and it is performed after ABCO has concluded their observations per the contracted scope of work, it is the responsibility of the client to notify ABCO of these changes if the client so chooses to have ABCO re-observe the modifications. The intent of this is to re- observe any areas of work that have been impacted by the post-construction activity and that may have also impacted components that ABCO was originally contracted to observe. ABCO will not be responsible for the failure to observe the affected components without prior notification nor will ABCO’s subsequent observations constitute approval of the installation and/or modification of the post construction work. Any observations requested and approved by the client, will be performed and then charged on a time and materials basis. 17. In the event that changes to materials, material use, construction processes, and/or methods of assembly of construction after ABCO has been contracted, and the changes are part, either directly or indirectly, of ABCO’s contracted scope of work, it is the responsibility of the client to notify, in written communication, of the those changes to ABCO’s office and field personnel. 18. Exclusions from ABCO's scope of work are, but not limited to: • Interior trim(s) or finish items including appliance installation. • The placement of any concrete work (foundations, flatwork, etc.). • Appliance or equipment installation. 19. It is expressly understood and agreed that the fee structure quoted above within this Proposal is quoted based on a not-to-exceed completion date for the project of eighteen (18) months from the date ABCO performs the first site visit, but not later than 180 days from contract date. If the project is not completed within this stipulated time frame for any reason, including without limitation reasons entirely beyond the Client’s control, ABCO shall have the right to adjust the per unit and/or monthly rate by an amount not to exceed 10%, and may re-adjust the per unit and/or monthly rate by an amount not to exceed 10% each month thereafter until the project is completed. FEE SCHEDULE 89 Project Name: Burlingame Ranch Phase III Project #:12869 April 9, 2021 Page 9 of 12 Any additional work requested but not mentioned above, will be estimated with an approximate cost or will be charged on a time and material basis at the request of the client. Rates are as follows: HOURLY RATES President $180.00/hour Licensed P.E. $175.00/hour Architect/Senior Management $150.00/hour Plans Examiner $120.00/hour Field Consultant I $120.00/hour Field Consultant II/Testing Tech $100.00/hour Field Consultant III $90.00/hour Operations Manager $130.00/hour Project Coordinator $90.00/hour Support Staff $90.00/hour General Consultants ABCO’s cost +20% COST & EXPENSES Auto Mileage + plus above hourly rate $0.75/mile Travel (air fare, hotel, meals, etc.) ABCO’s cost +20% Other miscellaneous costs ABCO’s cost +20% TESTING EQUIPMENT ASTM C 1521-09E1 Standard Test $200.00 ASTM C 1193 Standard $200.00 ASTM E 1002-5 Standard Test $350.00 ASTM D4541 Method B Standard Test $350.00 ASTM E2359 Standard Test $350.00 ASTM D 5957 Standard $200.00 ASTM D7954/D7954M Moisture Surveying $200.00 AAMA 501.2 $150.00 AAMA 503/ASTM E1105 $400.00 Material ABCO’s cost +20% 90 Project Name: Burlingame Ranch Phase III Project #:12869 April 9, 2021 Page 10 of 12 The standard for Field Observations will be: Design documents, manufacturer's specifications, and ICC Building Codes. Note: If this project is an insurance requirement ABCO’s Scope of Work may be superseded by said requirements. Please review the insurance binder and/or verify requirements with your insurance provider for such subjectivities and/or limitations. QA/QC OBSERVATION GUIDELINES Foundation Waterproofing Systems Including subterranean parking and occupied spaces Items Observed as Applicable Installation of waterproofing membrane/drain board systems including the following elements: Membrane installation and attachment Drain board system installation and attachment Treatment of wall and floor penetrations Application of mastic sealants Coverage of foundation surfaces of hot or cold liquid applied products Frame -Items Observed as Applicable- Framing observations are NOT in lieu of any special observations required by the structural design documents, project specifications and/or local codes. Major load points installed with proper bearing & support to include truss bearing points Trusses observed for damage/alteration Installation of hardware at penetrations or notched studs/plates Fire and draft blocking Installation of sheathing products Blocks installed at cantilevers on I-joist systems Windows/Doors -Items Observed as Applicable- Attachment/fasteners Installation of flashing Integration with drainage plane Application of sealant Mechanical -Items Observed as Applicable- "B" & "D" vents installed with clearance from combustible material and draft stopped Air conditioning condenser lines protected Fire dampers installed per manufactures spec's and/or approved assembly Duct connections and sealant Mechanical equipment isolated Duct work supported Dryer vent installed and protected Electrical -Items Observed as Applicable- Installation of cable/conduit. Nail Plate Protection Plumbing -Items Observed as Applicable- Protection and isolation of piping DWV, supply and gas lines (rigid/flex) are secured 91 Project Name: Burlingame Ranch Phase III Project #:12869 April 9, 2021 Page 11 of 12 Metallic piping is isolated from dissimilar metals Exterior Wall Cladding Systems -Items Observed as Applicable- Installation of exterior cladding or panelized system Isolation of exterior cladding and veneers from surface Provide a minimum of 6" above grade for exterior claddings and veneers Installation of weather resistive barrier Installation of exterior lath and or wall ties for veneer systems Penetrations flashed or sealed Installation of weep screeds for adhered veneers Installation of weep holes for anchored veneers Placement of control joints Rated Assemblies -Items Observed as Applicable- Fire blocking installed in required locations Rated materials installed as required Concealed chases draft stopped and/or sealed Penetrations through fire-rated assemblies sealed with approved rated materials Acoustic Systems -Items Observed as Applicable- Acoustic systems installed per design documents RC channel installation Acoustic sealants Acoustic insulation Acoustic sealing of penetrations in wall assemblies Roofing -Items Observed as Applicable- Installation of roof system (membrane, asphalt build-up, composition, foam, etc.) Installation and location of crickets and/or tapered insulation Installation of metal flashings (drip edge, parapet, penetration, sidewall, headwall, kickout, etc.) Valley construction Mechanical equipment curbs flashed and sealed Penetrations appropriately located Roof ventilation in place Final Exterior Wall Cladding Items Observed as Applicable Appropriate installation of exterior cladding or panelized system Isolate exterior cladding and veneers from concrete flat work Provide a minimum of 6" above grade for exterior claddings and veneers Wall openings appropriately flashed Penetrations appropriately flashed and sealed Installation of weep screeds for adhered veneers Installation of weep holes for anchored veneers Final Roofing Items Observed as Applicable Valley construction Appropriate installation of eve and/or drip metal and/or parapet cap flashing Kick-out flashing installed as necessary 92 Project Name: Burlingame Ranch Phase III Project #:12869 April 9, 2021 Page 12 of 12 Flashing at sidewall and headwall installed and sized appropriately Roof penetrations are appropriately located and flashed Roof ventilation in place Installation of crickets Curbs for mechanical equipment flashed and sealed Decks/Balconies -Items Observed as Applicable- Ledger attached and flashing Installation of deck membranes Installation of guards and handrails 93 Activity IDActivity NameriginuratioStartFinishBL Project StartBL Project Finish06.21.2006.21.2021 - Burlingame Phase43802/16/21 A11/16/2203/01/2109/12/22Pre-ConPre-Construction22602/16/21 A02/11/2207/05/2110/25/21MilestoMilestones22602/16/21 A02/11/22A1910Bldg. 8 Excavation006/21/21A1950Bldg. 9 Excavation006/21/21A1990Bldg. 10 Excavation006/21/21A2070Bldg. 12 Excavation006/21/21A2030Bldg. 11 Excavation007/06/21A1920Bldg. 8 Foudation007/19/21A2110Bldg. 13 Excavation007/30/21A1960Bldg. 9 Foundation008/12/21A2150Bldg. 14 Excavation008/16/21A2190Bldg. 15 Excavation008/24/21A2040Bldg. 11 Foundation008/26/21A2050Bldg. 11 Set Boxes009/01/21A2000Bldg. 10 Foundation009/08/21A2010Bldg. 10 Set Boxes009/16/21A2080Bldg. 12 Foundation009/20/21A1930Bldg. 8 Set Boxes010/01/21A2120Bldg. 13 Foundation010/08/21A1970Bldg. 9 Set Boxes010/21/21A2160Bldg. 14 Foundation010/25/21A2060Bldg. 11 Dry-In010/26/21A2195Bldg. 15 Foundation011/04/21A2090Bldg. 12 Set Boxes011/11/21A2020Bldg. 10 Dry-In011/09/21A2130Bldg. 13 Set Boxes011/29/21A1940Bldg. 8 Dry-In012/02/21A2170Bldg. 14 Set Boxes012/06/21A2200Bldg. 15 Set Boxes012/15/21A1980Bldg. 9 Dry-In012/20/21A2100Bldg. 12 Dry-In001/13/22A2140Bldg. 13 Dry-In001/28/22A2180Bldg. 14 Dry-In002/04/22A2210Bldg. 15 Dry-In002/11/22Re-SequeRe-Sequence Deliveries12106/21/2112/10/21A2590Bldg. 115106/21/2108/31/21A2600Bldg. 105906/21/2109/13/21A2610Bldg. 87206/21/2109/30/21A2620Bldg. 98406/21/2110/18/21A2630Bldg. 129906/21/2111/08/21A2640Bldg. 1310906/21/2111/22/21A2650Bldg. 1411406/21/2112/01/21A2660Bldg. 1512106/21/2112/10/21Activities Activities do to 100% CD Delay3004/21/21 A05/12/21 AA2420Re-Excavate Bldg. 8604/21/21 A04/23/21 AA2430Unforseen Conditions (Elect. Lin2004/22/21 A04/30/21 AA2440Progress Stopped S.O.E. Desig1004/27/21 A04/30/21 AA2450S.O.E. Design C.O. Submitted C704/27/21 A04/30/21 AA2460Submit S.O.E. Design for Permit504/28/21 A04/29/21 AA2470Permit Approval104/29/21 A04/29/21 AA2480S.O.E. Subcontractor Mobilizes 205/03/21 A05/04/21 AA2490S.O.E. Activity Bldg. 8305/04/21 A05/05/21 AA2500Re-Excavate Bldg. 9305/10/21 A05/12/21 A100% Con100% Contract Documents Delay6502/16/21 A06/21/21A2325Shaw Request DWG for Survey102/16/21 A02/16/21 AA2330100% Contract Documents Bldg1003/26/21 A04/20/21 AA2345Received DWG. Files to Pin Bld103/29/21 A03/29/21 AA2410Civil Re-Design CD104/07/21 A06/09/21 AA2365Buildings 10-12 Excavation DWG104/19/21 A05/18/21 AA2340100% DWG Files Discrepancies104/20/21 A04/22/21 AA2335Re-issued Structual with Grid & 104/23/21 A04/23/21 AA2510Bldg. 11 Structual Back Fill Requ1004/30/21 A05/19/21 AA2355ASI 1 Released W/ Changes Bld505/05/21 A05/06/21 AA2560Seconary Power Re-Design RF105/10/21 A06/21/2112201220112001230122011200122011201123012201120012301220122011200122011201123012201120012301220112001220ruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryFebruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryF202120222023Bldg. 8 ExcavationBldg. 9 ExcavationBldg. 10 ExcavationBldg. 12 ExcavationBldg. 11 ExcavationBldg. 8 FoudationBldg. 13 ExcavationBldg. 9 FoundationBldg. 14 ExcavationBldg. 15 ExcavationBldg. 11 FoundationBldg. 11 Set BoxesBldg. 10 FoundationBldg. 10 Set BoxesBldg. 12 FoundationBldg. 8 Set BoxesBldg. 13 FoundationBldg. 9 Set BoxesBldg. 14 FoundationBldg. 11 Dry-InBldg. 15 FoundationBldg. 12 Set BoxesBldg. 10 Dry-InBldg. 13 Set BoxesBldg. 8 Dry-InBldg. 14 Set BoxesBldg. 15 Set BoxesBldg. 9 Dry-InBldg. 12 Dry-InBldg. 13 Dry-InBldg. 14 Dry-InBldg. 15 Dry-InBldg. 11Bldg. 10Bldg. 8Bldg. 9Bldg. 12Bldg. 13Bldg. 14Bldg. 15Re-Excavate Bldg. 8Unforseen Conditions (Elect. Lines & Low Voltage)Progress Stopped S.O.E. Design and PricingS.O.E. Design C.O. Submitted COASubmit S.O.E. Design for PermitPermit ApprovalS.O.E. Subcontractor Mobilizes BLdg. 8S.O.E. Activity Bldg. 8Re-Excavate Bldg. 9Shaw Request DWG for Survey100% Contract Documents Bldg. 8 & 9 OnlyReceived DWG. Files to Pin Bldgs.Civil Re-Design CDBuildings 10-12 Excavation DWG Files100% DWG Files DiscrepanciesRe-issued Structual with Grid & Bldg. Alt.Bldg. 11 Structual Back Fill Required C.O.ASI 1 Released W/ Changes Bldg. 8 & 9 ONLYSeconary Power Re-Design RFI 124.125SHAW CONSTRUCTION06.21.2021 - Burlingame Phase III - OAC Re-Sequence ScheduleBurlingame Ranch Phase 3 Print Date: 06/22/21 Data Date: 06/21/21 TASK filter: All ActivitiesRemaining Level of EffortActual Level of EffortProject Baseline BarActual WorkRemaining WorkCritical Remainin...Page 1 of 12Date RevisionCheckedApproved94 Activity IDActivity NameriginuratioStartFinishBL Project StartBL Project FinishA2520COA Approved Drawings405/14/21 A05/14/21 AA2570Civil Re-Design Submitted to CO105/17/21 A06/21/21A2530Bldg. 10 Structural 100% CD105/20/21 A05/20/21 AA2540Bldg. 11 Structural 100% CD105/20/21 A05/20/21 AA2550Bldg. 12 Structural for Excavatio105/20/21 A05/20/21 AA2350Bldg. 10 100% CD106/17/21 A06/17/21 AA2360Bldg. 11 100% CD106/17/21 A06/17/21 AA2370Bldg. 12 100% CD106/21/2106/21/21A2380Bldg. 13 100% CD106/21/2106/21/21A2390Bldg. 14 100% CD106/21/2106/21/21A2400Bldg. 15 100% CD106/21/2106/21/21Delivery DDelivery Delay8707/09/2111/09/21A2230Bldg. 81507/09/21*07/29/21A2260Bldg. 111007/14/21*07/27/21A2240Bldg. 91507/29/21*08/18/21A2250Bldg. 102008/02/21*08/27/21A2270Bldg. 121509/01/21*09/22/21A2280Bldg. 132009/24/21*10/21/21A2290Bldg. 141510/13/21*11/02/21A2300Bldg. 151010/27/21*11/09/21Fab/DelFab/Deliver of Modular Units8707/09/2111/09/2107/05/2110/25/2108100Fab/Deliver Units for Building 81907/09/21*07/27/2107/05/2107/05/2111100Fab/Deliver Units for Building 111007/14/21*07/27/2108/16/2108/16/2109100Fab/Deliver Units for Building 91507/29/21*08/18/2107/19/2107/19/2110100Fab/Deliver Units for Building 102008/02/21*08/27/2108/02/2108/02/2112100Fab/Deliver Units for Building 122209/01/21*09/22/2109/06/2109/06/2113100Fab/Deliver Units for Building 132009/24/21*10/21/2109/27/2109/27/2114100Fab/Deliver Units for Building 141510/13/21*11/02/2110/11/2110/11/2115100Fab/Deliver Units for Building 151010/27/21*11/09/2110/25/2110/25/21General General Summary for Construct42403/01/21 A11/15/2203/01/2109/09/22GSUM100Construction Start003/15/21 A03/01/21GSUM110Construction Duration41603/15/21 A11/01/2203/01/2109/01/22GSUM120Construction Finish010/31/2209/01/22GSUM125Project Substantial Completion011/15/2211/15/2209/09/2209/09/22Permit Permit Delay7503/01/21 A06/28/21A2220Permit Delay1403/01/21 A04/13/21 AA2310Limited NTP103/12/21 A03/15/21 AA2580COA Updated Drawings Bldg. 9506/17/21 A06/28/21MobilizaMobilization and Initial Site Wor8202/25/21 A07/09/2103/01/2105/11/21M02140Storm Water Inspector Sign Off 102/25/21 A02/25/21 A03/09/2103/09/21M01100Mobilization1003/15/21 A03/26/21 A03/01/2103/12/21M02110Cut/Fill/Rough Grade Phase 11003/15/21 A04/06/21 A03/17/2103/30/21M01110Initial Survey303/18/21 A03/22/21 A03/01/2103/03/21M02100Strip Vegitation503/22/21 A03/26/21 A03/10/2103/16/21M02130Initial GESC504/05/21 A04/09/21 A03/02/2103/08/21M02150Cut/Fill/Rough Grade Phase 21504/09/21 A05/03/21 A03/31/2104/20/21M02160Cut/Fill Phase/Rough Grade 3&41506/02/21 A07/09/2104/21/2105/11/21On-Site On-Site - Horizontal Developme37103/30/21 A09/15/2208/05/2108/11/22RE-DESRE-DESIGN UTILITIES103/30/21 A07/06/21A2320Unable to Obtain Easements103/30/21 A07/06/21Comon Comon Area Hardscape / Lands6206/20/2209/15/2205/16/2208/11/2208S03160Rain Gardern1006/20/2207/01/2205/16/2205/27/2208S03110Subgrade / Grade Sidewalks507/05/2207/11/2205/31/2206/06/2208S03120Flatwork / FRP Sidewalks1007/12/2207/25/2206/07/2206/20/2208S03130Topsoil Respread507/26/2208/01/2206/21/2206/27/2208S03140Landscape2508/02/2209/06/2206/28/2208/02/2208S03150Sitework Inspections709/07/2209/15/2208/03/2208/11/22Wet UtiWet Utilities8111/08/2103/08/2208/05/2112/29/21S02200Water LInes Phase 1311/08/2111/10/2108/05/2108/09/21S02210Sanitary Phase 1311/11/2111/15/2108/10/2108/12/21S02220Storm Mains Phase 1511/16/2111/22/2108/13/2108/19/21S02230Storm Branch Phase 1311/23/2111/29/2108/20/2108/24/21S02280Water Lines Phase 2811/29/2112/08/2109/21/2109/30/2112201220112001230122011200122011201123012201120012301220122011200122011201123012201120012301220112001220ruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryFebruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryF202120222023COA Approved DrawingsCivil Re-Design Submitted to COA for ApprovalBldg. 10 Structural 100% CDBldg. 11 Structural 100% CDBldg. 12 Structural for Excavation OnlyBldg. 10 100% CDBldg. 11 100% CDBldg. 12 100% CDBldg. 13 100% CDBldg. 14 100% CDBldg. 15 100% CDBldg. 8Bldg. 11Bldg. 9Bldg. 10Bldg. 12Bldg. 13Bldg. 14Bldg. 15Fab/Deliver Units for Building 8Fab/Deliver Units for Building 11Fab/Deliver Units for Building 9Fab/Deliver Units for Building 10Fab/Deliver Units for Building 12Fab/Deliver Units for Building 13Fab/Deliver Units for Building 14Fab/Deliver Units for Building 15Construction StartConstruction DurationConstruction FinishProject Substantial CompletioPermit DelayLimited NTPCOA Updated Drawings Bldg. 9Storm Water Inspector Sign Off on GESCMobilizationCut/Fill/Rough Grade Phase 1Initial SurveyStrip VegitationInitial GESCCut/Fill/Rough Grade Phase 2Cut/Fill Phase/Rough Grade 3&4Unable to Obtain EasementsRain GardernSubgrade / Grade SidewalksFlatwork / FRP SidewalksTopsoil RespreadLandscapeSitework InspectionsWater LInes Phase 1Sanitary Phase 1Storm Mains Phase 1Storm Branch Phase 1Water Lines Phase 2SHAW CONSTRUCTION06.21.2021 - Burlingame Phase III - OAC Re-Sequence ScheduleBurlingame Ranch Phase 3 Print Date: 06/22/21 Data Date: 06/21/21 TASK filter: All ActivitiesRemaining Level of EffortActual Level of EffortProject Baseline BarActual WorkRemaining WorkCritical Remainin...Page 2 of 12Date RevisionCheckedApproved95 Activity IDActivity NameriginuratioStartFinishBL Project StartBL Project FinishS02300Sanitary Phase 2812/09/2112/20/2110/01/2110/12/21S02320Storm Mains Phase 21012/21/2101/07/2210/13/2110/26/21S02340Storm Branch Phase 2801/10/2201/19/2210/27/2111/05/21S02290Water Lines Phase 3&4801/20/2201/31/2211/08/2111/17/21S02310Sanitary Phase 3&4802/01/2202/10/2211/18/2112/01/21S02330Storm Mains Phase 3&41002/11/2202/24/2212/02/2112/15/21S02350Storm Branchs Phase 3&4802/25/2203/08/2212/16/2112/29/21Dry UtilDry Utilities21104/08/21 A01/17/2210/12/2106/08/22S02240Gas Phase 11004/08/21 A04/08/21 A10/12/2110/25/21S02360Gas Phase 21504/08/21 A04/08/21 A04/01/2204/21/22S02370Primary Power Phase 21506/21/2107/12/2104/22/2205/12/22S02380Set Transformer Phase 2307/13/2107/15/2105/13/2205/17/22S02390Permanent Power Phase 21507/16/2108/05/2105/18/2206/08/22S02250Pirmary Power Phase 11012/13/2112/28/2110/26/2111/08/21S02260Set Transformer Phase 1212/29/2112/30/2111/09/2111/10/21S02270Permanent Power Phase 11001/04/2201/17/2211/11/2111/24/21Curb, GCurb, Gutter & Paving - On-Site5505/02/2207/19/2205/02/2207/19/22PR02100Rough Grade Roads1505/02/22*05/20/2205/02/2205/20/22PR02120Curb, Guttter and Crosspans2005/31/2206/27/2205/31/2206/27/22PR02130First Lift Asphalt1006/28/2207/12/2206/28/2207/12/22PR02140Final Lift Asphalt507/13/2207/19/2207/13/2207/19/22BuildingBuilding 830003/22/21 A06/28/2204/14/2105/24/22FoundaFoundation6203/22/21 A07/19/2104/14/2106/30/2108151310Pin Foundation for Excavation103/22/21 A03/22/21 A04/14/2104/14/2108151130Excavate Foundation503/23/21 A03/29/21 A04/15/2104/21/2108151140Pin Footings105/05/21 A05/05/21 A04/22/2104/22/2108151150Form Footings305/07/21 A05/11/21 A04/23/2104/27/2108151160Install Re-bar for Footings205/10/21 A05/11/21 A04/28/2104/29/2108151420Re-pin Footings ASI #1105/10/21 A05/10/21 A08151170Inspection Footings105/14/21 A05/14/21 A04/30/2104/30/2108151180Pour Footings105/17/21 A05/17/21 A05/03/2105/03/2108151190Strip Footings105/18/21 A05/18/21 A05/04/2105/04/2108151200Pin Walls105/18/21 A05/18/21 A05/05/2105/05/2108151210Form Walls505/18/21 A06/02/21 A05/06/2105/12/2108151220Install Re-bar for Walls305/20/21 A05/28/21 A05/13/2105/17/2108161100Ufer Install / Inspection105/24/21 A05/24/21 A05/18/2105/18/2108151240Inspection of Walls105/28/21 A05/28/21 A05/19/2105/19/2108151250Pour Walls106/03/21 A06/04/21 A05/20/2105/20/2108151260Strip Walls306/07/21 A06/11/21 A05/26/2105/28/2108151230Install MEP Sleeves106/09/21 A06/09/21 A05/18/2105/18/2108151270Water Proof Foundation306/14/21 A07/01/2106/01/2106/01/2108151430Install Water & Sanitry Services106/22/2106/22/2108151280Prep grade of S.O.G.106/23/2106/24/2106/02/2106/02/2108151340Install Foundation Drainage Sys406/23/2106/29/2106/15/2106/16/2108151290Install Radon Piping206/24/2106/28/2106/03/2106/04/2108151295Inspection of Radon106/28/2106/29/2106/07/2106/07/2108151300Install Vapor barrier206/29/2107/01/2106/08/2106/09/2108151330Back Fill Foundation306/29/2107/02/2106/11/2106/15/2108151320Form & Poor S.O.G.107/01/2107/02/2106/10/2106/10/2108151350Pin Grade Beams107/02/2107/06/2106/17/2106/17/2108151360Excavate Grade Beams207/06/2107/08/2106/18/2106/21/2108151370Form Grade Beams207/08/2107/12/2106/22/2106/23/2108151380Install Re-bar for Grade Beams107/12/2107/13/2106/24/2106/24/2108151390Inspection of Grade Beams107/13/2107/14/2106/25/2106/25/2108151400Pour Grade Beams107/14/2107/15/2106/28/2106/28/2108151410Back Fill Grade Beams207/15/2107/19/2106/29/2106/30/21Set / StSet / Stitch Units4010/05/2112/01/2107/06/2108/30/2108061100Set and Stitch Units1010/05/2110/18/2107/06/2107/19/2108061110Complete Interior Rough-In Con2010/05/2111/01/2107/06/2108/02/2108061120Complete Interior Finishes2011/02/2112/01/2108/03/2108/30/21ExterioExteriors7610/19/2102/09/2207/20/2111/03/210806E100Complete Exterior Stitching310/19/2110/21/2107/20/2107/22/210806E110Complete Exteriors (Overframin1510/22/2111/11/2108/06/2108/26/210806E120Set Truess/Sheet roof and Insta1011/12/2111/29/2107/23/2108/05/2112201220112001230122011200122011201123012201120012301220122011200122011201123012201120012301220112001220ruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryFebruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryF202120222023Sanitary Phase 2Storm Mains Phase 2Storm Branch Phase 2Water Lines Phase 3&4Sanitary Phase 3&4Storm Mains Phase 3&4Storm Branchs Phase 3&4Gas Phase 1Gas Phase 2Primary Power Phase 2Set Transformer Phase 2Permanent Power Phase 2Pirmary Power Phase 1Set Transformer Phase 1Permanent Power Phase 1Rough Grade RoadsCurb, Guttter and CrosspansFirst Lift AsphaltFinal Lift AsphaltPin Foundation for ExcavationExcavate FoundationPin FootingsForm FootingsInstall Re-bar for FootingsRe-pin Footings ASI #1Inspection FootingsPour FootingsStrip FootingsPin WallsForm WallsInstall Re-bar for WallsUfer Install / InspectionInspection of WallsPour WallsStrip WallsInstall MEP SleevesWater Proof FoundationInstall Water & Sanitry ServicesPrep grade of S.O.G.Install Foundation Drainage SystemInstall Radon PipingInspection of RadonInstall Vapor barrierBack Fill FoundationForm & Poor S.O.G.Pin Grade BeamsExcavate Grade BeamsForm Grade BeamsInstall Re-bar for Grade BeamsInspection of Grade BeamsPour Grade BeamsBack Fill Grade BeamsSet and Stitch UnitsComplete Interior Rough-In ConnectionsComplete Interior FinishesComplete Exterior StitchingComplete Exteriors (Overframing, Balconies, Stairs, etc)Set Truess/Sheet roof and Install FasicaSHAW CONSTRUCTION06.21.2021 - Burlingame Phase III - OAC Re-Sequence ScheduleBurlingame Ranch Phase 3 Print Date: 06/22/21 Data Date: 06/21/21 TASK filter: All ActivitiesRemaining Level of EffortActual Level of EffortProject Baseline BarActual WorkRemaining WorkCritical Remainin...Page 3 of 12Date RevisionCheckedApproved96 Activity IDActivity NameriginuratioStartFinishBL Project StartBL Project Finish0806E130Dry-In Roof311/30/2112/02/2108/27/2108/31/210806E140Roofing1012/03/2112/16/2109/16/2109/29/210806E150Siding4512/03/2102/09/2209/01/2111/03/21Garage Garage / Parking Area Phase 18411/04/2103/09/2208/03/2112/03/21A1000Pin Structure111/04/2111/04/2108/03/2108/03/21A1010Excavate Foundation511/05/2111/11/2108/04/2108/10/21A1020Pin Footings111/12/2111/12/2108/11/2108/11/21A1030Form Footings311/15/2111/17/2108/12/2108/16/21A1040Install Re-bar Footings211/18/2111/19/2108/17/2108/18/21A1045Inspection111/22/2111/22/2108/19/2108/19/21A1050Pour Footings111/23/2111/23/2108/20/2108/20/21A1060Pin Walls/Pilers111/24/2111/24/2108/23/2108/23/21A1070Form Walls/Pilers511/29/2112/03/2108/24/2108/30/21A1080Install Re-bar for Walls / Pilers312/06/2112/08/2108/31/2109/02/21A1090Inspection112/09/2112/09/2109/03/2109/03/21A1100Pour Walls & Pilers112/10/2112/10/2109/07/2109/07/21A1110Strip Forms112/13/2112/13/2109/08/2109/08/21A1120Water Proof Foundation112/14/2112/14/2109/09/2109/09/21A1130Back Fill Deep Foundation212/15/2112/16/2109/10/2109/13/21A1140Pin Shallow Footings112/17/2112/17/2109/14/2109/14/21A1150Form Shallow Footings312/20/2112/22/2109/15/2109/17/21A1160Re-bar for Shallow Footings212/23/2112/28/2109/20/2109/21/21A1165Inspection112/29/2112/29/2109/22/2109/22/21A1170Pour Shallow Footings112/30/2112/30/2109/23/2109/23/21A1180Strip Shallow Footings101/04/2201/04/2209/24/2109/24/21A1190Pin Stemwalls101/05/2201/05/2209/27/2109/27/21A1200Form Stemwall101/06/2201/06/2209/28/2109/28/21A1210Install Re-bar for Stemwalls101/07/2201/07/2209/29/2109/29/21A1220Inspection101/10/2201/10/2209/30/2109/30/21A1230Pour Stemwalls101/11/2201/11/2210/01/2110/01/21A1240Back Fill & Grade for S.O.G.201/12/2201/13/2210/04/2110/05/21A1250Form & Pour Interior101/14/2201/14/2210/06/2110/06/21A1260Stick Frame Garages1501/17/2202/04/2210/07/2110/27/21A1270Side Garages2002/10/2203/09/2211/04/2112/03/21A1280Roof Garages503/03/2203/09/2211/29/2112/03/21HardscaHardscape / Landscape5204/15/2206/28/2203/14/2205/24/2208S02100Subgrade / Grade Sidewalks504/15/22*04/21/2203/14/2203/18/2208S03100Flatwork / FRP Sidewalks1004/22/2205/05/2203/21/2204/01/2208S02110Topsoil Respread505/06/2205/12/2204/04/2204/08/2208S02120Landscape2505/13/2206/17/2204/11/2205/13/2208S02130Sitework Inspections706/20/2206/28/2205/16/2205/24/22CloseouCloseout4402/10/2204/12/2211/04/2101/12/2208H011010Shaw Pre-Punch402/10/2202/15/2211/04/2111/09/2108H011020Final Inspections1002/16/2203/01/2211/10/2111/23/2108H011030Contractor Pre-Punch Correctio503/02/2203/08/2211/24/2112/02/2108H011040Owner Walk103/09/2203/09/2212/03/2112/03/2108H011050Owner Corrections503/10/2203/16/2212/06/2112/10/2108H011060Final Clean403/17/2203/22/2212/13/2112/16/2108H011080Non-Productive Weather Days (1503/23/2204/12/2212/17/2101/12/2208H011070Building Completion004/12/2201/12/22BuildingBuilding 929804/01/21 A07/13/2204/28/2106/08/22FoundaFoundation6804/01/21 A08/12/2104/28/2107/15/2109071110Pin Foundation for Excavation104/01/21 A04/01/21 A04/28/2104/28/2109071120Excavate Foundation504/05/21 A04/09/21 A04/29/2105/05/2109071130Pin Footings105/10/21 A05/10/21 A05/06/2105/06/2109071140Form Footings305/12/21 A05/19/21 A05/07/2105/11/2109071150Install Re-bar for Footings205/17/21 A05/19/21 A05/12/2105/13/2109071160Inspection Footings105/20/21 A05/21/21 A05/14/2105/14/2109071170Pour Footings105/21/21 A05/21/21 A05/17/2105/17/2109071180Strip Footings105/24/21 A05/25/21 A05/18/2105/18/2109071190Pin Walls105/25/21 A05/25/21 A05/19/2105/19/2109071200Form Walls506/03/21 A06/18/21 A05/20/2105/26/2109071210Install Re-bar for Walls306/11/21 A06/17/21 A05/27/2106/01/2109071220Ufer Install / Inspection106/16/21 A06/16/21 A06/02/2106/02/2109071230Install MEP Sleeves106/17/21 A06/18/21 A06/02/2106/02/2112201220112001230122011200122011201123012201120012301220122011200122011201123012201120012301220112001220ruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryFebruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryF202120222023Dry-In RoofRoofingSidingPin StructureExcavate FoundationPin FootingsForm FootingsInstall Re-bar FootingsInspectionPour FootingsPin Walls/PilersForm Walls/PilersInstall Re-bar for Walls / PilersInspectionPour Walls & PilersStrip FormsWater Proof FoundationBack Fill Deep FoundationPin Shallow FootingsForm Shallow FootingsRe-bar for Shallow FootingsInspectionPour Shallow FootingsStrip Shallow FootingsPin StemwallsForm StemwallInstall Re-bar for StemwallsInspectionPour StemwallsBack Fill & Grade for S.O.G.Form & Pour InteriorStick Frame GaragesSide GaragesRoof GaragesSubgrade / Grade SidewalksFlatwork / FRP SidewalksTopsoil RespreadLandscapeSitework InspectionsShaw Pre-PunchFinal InspectionsContractor Pre-Punch CorrectionsOwner WalkOwner CorrectionsFinal CleanNon-Productive Weather Days (15)Building CompletionPin Foundation for ExcavationExcavate FoundationPin FootingsForm FootingsInstall Re-bar for FootingsInspection FootingsPour FootingsStrip FootingsPin WallsForm WallsInstall Re-bar for WallsUfer Install / InspectionInstall MEP SleevesSHAW CONSTRUCTION06.21.2021 - Burlingame Phase III - OAC Re-Sequence ScheduleBurlingame Ranch Phase 3 Print Date: 06/22/21 Data Date: 06/21/21 TASK filter: All ActivitiesRemaining Level of EffortActual Level of EffortProject Baseline BarActual WorkRemaining WorkCritical Remainin...Page 4 of 12Date RevisionCheckedApproved97 Activity IDActivity NameriginuratioStartFinishBL Project StartBL Project Finish09071240Inspection of Walls106/17/21 A06/17/21 A06/03/2106/03/2109073330Re-Inspection of Walls106/29/2106/29/2109071250Pour Walls106/30/2106/30/2106/04/2106/04/2109071260Strip Walls307/07/2107/09/2106/10/2106/14/2109071270Water Proof Foundation407/12/2107/15/2106/15/2106/15/2109073300Install Water and Sanitry707/14/2107/22/2109071280Prep grade of S.O.G.107/16/2107/16/2106/16/2106/16/2109071290Install Radon Piping207/19/2107/20/2106/17/2106/18/2109071300Inspection of Radon107/21/2107/21/2106/21/2106/21/2109071310Install Vapor barrier207/22/2107/23/2106/22/2106/23/2109071340Install Foundation Drainage Sys207/23/2107/26/2106/29/2106/30/2109071320Form & Poor S.O.G.107/26/2107/26/2106/24/2106/24/2109071330Back Fill Foundation307/27/2107/29/2106/25/2106/29/2109071350Pin Grade Beams107/30/2107/30/2107/01/2107/01/2109071360Excavate Grade Beams208/02/2108/03/2107/02/2107/06/2109071370Form Grade Beams208/04/2108/05/2107/07/2107/08/2109071380Install Re-bar for Grade Beams108/06/2108/06/2107/09/2107/09/2109071390Inspection of Grade Beams108/09/2108/09/2107/12/2107/12/2109071400Pour Grade Beams108/10/2108/10/2107/13/2107/13/2109071410Back Fill Grade Beams208/11/2108/12/2107/14/2107/15/21Set / StSet / Stitch Units5010/21/2101/06/2207/20/2109/28/2109061100Set and Stitch Units1010/21/2111/03/2107/20/2108/02/2109061110Complete Interior Rough-In Con2011/04/2112/03/2108/03/2108/30/2109061120Complete Interior Finishes2012/06/2101/06/2208/31/2109/28/21ExterioExteriors7611/04/2102/25/2208/03/2111/17/210806E160Complete Exterior Stitching311/04/2111/08/2108/03/2108/05/210806E170Set Truess/Sheet roof and Insta1011/09/2111/22/2108/06/2108/19/210806E180Complete Exteriors (Overframin1511/23/2112/15/2108/20/2109/10/210806E190Dry-In Roof312/16/2112/20/2109/13/2109/15/210806E200Siding4512/21/2102/25/2209/16/2111/17/210806E210Roofing1001/10/2201/21/2209/30/2110/13/21HardscaHardscape / Landscape5704/22/2207/13/2203/21/2206/08/2209S02100Subgrade / Grade Sidewalks504/22/2204/28/2203/21/2203/25/2209S03100Flatwork / FRP Sidewalks1004/29/2205/12/2203/28/2204/08/2209S02110Topsoil Respread505/13/2205/19/2204/11/2204/15/2209S02120Landscape2505/27/2207/01/2204/25/2205/27/2209S02130Sitework Inspections707/05/2207/13/2205/31/2206/08/22CloseouCloseout4402/28/2204/28/2211/18/2101/26/2209H011010Shaw Pre-Punch402/28/2203/03/2211/18/2111/23/2109H011020Final Inspections1003/04/2203/17/2211/24/2112/09/2109H011030Contractor Pre-Punch Correctio503/18/2203/24/2212/10/2112/16/2109H011040Owner Walk103/25/2203/25/2212/17/2112/17/2109H011050Owner Corrections503/28/2204/01/2212/20/2112/28/2109H011060Final Clean404/04/2204/07/2212/29/2101/05/2209H011080Non-Productive Weather Days (1504/08/2204/28/2201/06/2201/26/2209H011070Building Completion004/28/2201/26/22BuildingBuilding 1031204/13/21 A07/27/2205/12/2106/22/22FoundaFoundation16004/13/21 A12/17/2105/12/2107/29/2109071420Pin Foundation for Excavation104/13/21 A04/13/21 A05/12/2105/12/2109071430Excavate Foundation504/16/21 A04/23/21 A05/13/2105/19/2109073280Re-Excavate Foundation 100% 305/04/21 A05/07/21 A09071450Form Footings307/01/2107/06/2105/21/2105/25/2109073310Install Water & Sanitry Services707/01/2107/12/2109071460Install Re-bar for Footings207/07/2107/08/2105/26/2105/27/2109071470Inspection Footings107/09/2107/09/2105/28/2105/28/2109071480Pour Footings107/12/2107/12/2106/01/2106/01/2109071490Strip Footings107/13/2107/13/2106/02/2106/02/2109071500Pin Walls107/14/2107/14/2106/03/2106/03/2109071510Form Walls507/15/2107/21/2106/04/2106/10/2109071520Install Re-bar for Walls307/22/2107/26/2106/11/2106/15/2109071530Ufer Install / Inspection107/27/2107/27/2106/16/2106/16/2109071540Install MEP Sleeves107/27/2107/27/2106/16/2106/16/2109071550Inspection of Walls107/28/2107/28/2106/17/2106/17/2109071560Pour Walls107/29/2107/29/2106/18/2106/18/2112201220112001230122011200122011201123012201120012301220122011200122011201123012201120012301220112001220ruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryFebruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryF202120222023Inspection of WallsRe-Inspection of WallsPour WallsStrip WallsWater Proof FoundationInstall Water and SanitryPrep grade of S.O.G.Install Radon PipingInspection of RadonInstall Vapor barrierInstall Foundation Drainage SystemForm & Poor S.O.G.Back Fill FoundationPin Grade BeamsExcavate Grade BeamsForm Grade BeamsInstall Re-bar for Grade BeamsInspection of Grade BeamsPour Grade BeamsBack Fill Grade BeamsSet and Stitch UnitsComplete Interior Rough-In ConnectionsComplete Interior FinishesComplete Exterior StitchingSet Truess/Sheet roof and Install FasicaComplete Exteriors (Overframing, Balconies, Stairs, etc)Dry-In RoofSidingRoofingSubgrade / Grade SidewalksFlatwork / FRP SidewalksTopsoil RespreadLandscapeSitework InspectionsShaw Pre-PunchFinal InspectionsContractor Pre-Punch CorrectionsOwner WalkOwner CorrectionsFinal CleanNon-Productive Weather Days (15)Building CompletionPin Foundation for ExcavationExcavate FoundationRe-Excavate Foundation 100% CDForm FootingsInstall Water & Sanitry ServicesInstall Re-bar for FootingsInspection FootingsPour FootingsStrip FootingsPin WallsForm WallsInstall Re-bar for WallsUfer Install / InspectionInstall MEP SleevesInspection of WallsPour WallsSHAW CONSTRUCTION06.21.2021 - Burlingame Phase III - OAC Re-Sequence ScheduleBurlingame Ranch Phase 3 Print Date: 06/22/21 Data Date: 06/21/21 TASK filter: All ActivitiesRemaining Level of EffortActual Level of EffortProject Baseline BarActual WorkRemaining WorkCritical Remainin...Page 5 of 12Date RevisionCheckedApproved98 Activity IDActivity NameriginuratioStartFinishBL Project StartBL Project Finish09071570Strip Walls308/04/2108/06/2106/24/2106/28/2109071580Water Proof Foundation108/09/2108/09/2106/29/2106/29/2109071590Prep grade of S.O.G.108/10/2108/10/2106/30/2106/30/2109071600Install Radon Piping208/11/2108/12/2107/01/2107/02/2109071610Inspection of Radon108/13/2108/13/2107/06/2107/06/2109071620Install Vapor barrier208/16/2108/17/2107/07/2107/08/2109071630Form & Poor S.O.G.108/18/2108/18/2107/09/2107/09/2109071640Back Fill Foundation308/19/2108/23/2107/12/2107/14/2109071650Install Foundation Drainage Sys208/23/2108/24/2107/14/2107/15/2109071660Pin Grade Beams108/25/2108/25/2107/16/2107/16/2109071670Excavate Grade Beams208/26/2108/27/2107/19/2107/20/2109071680Form Grade Beams208/30/2108/31/2107/21/2107/22/2109071690Install Re-bar for Grade Beams109/01/2109/01/2107/23/2107/23/2109071700Inspection of Grade Beams109/02/2109/02/2107/26/2107/26/2109071710Pour Grade Beams109/03/2109/03/2107/27/2107/27/2109071720Back Fill Grade Beams209/07/2109/08/2107/28/2107/29/2109071440Pin Footings112/17/2112/17/2105/20/2105/20/21Set / StSet / Stitch Units5009/14/2111/22/2108/03/2110/12/2110061100Set and Stitch Units1009/14/2109/27/2108/03/2108/16/2110061110Complete Interior Rough-In Con2009/28/2110/25/2108/17/2109/14/2110061120Complete Interior Finishes2010/26/2111/22/2109/15/2110/12/21ExterioExteriors7609/28/2101/19/2208/17/2112/03/210806E220Complete Exterior Stitching309/28/2109/30/2108/17/2108/19/210806E230Set Truess/Sheet roof and Insta1010/01/2110/14/2108/20/2109/02/210806E240Complete Exteriors (Overframin1510/15/2111/04/2109/03/2109/24/210806E250Dry-In Roof311/05/2111/09/2109/27/2109/29/210806E260Siding4511/10/2101/19/2209/30/2112/03/210806E270Roofing1011/24/2112/09/2110/14/2110/27/21HardscaHardscape / Landscape6204/29/2207/27/2203/28/2206/22/2210S02100Subgrade / Grade Sidewalks504/29/2205/05/2203/28/2204/01/2210S03100Flatwork / FRP Sidewalks1005/06/2205/19/2204/04/2204/15/2210S02110Topsoil Respread505/20/2205/26/2204/18/2204/22/2210S02120Landscape2506/13/2207/18/2205/09/2206/13/2210S02130Sitework Inspections707/19/2207/27/2206/14/2206/22/22GarageGarages / Parking Area Phase 28111/29/2103/25/2209/21/2101/19/22A1290Pin Structure111/29/2111/29/2109/21/2109/21/21A1300Excavate Foundation511/30/2112/06/2109/22/2109/28/21A1310Pin Footings112/07/2112/07/2109/29/2109/29/21A1320Form Footings312/08/2112/10/2109/30/2110/04/21A1330Install Re-bar Footings212/13/2112/14/2110/05/2110/06/21A1340Inspection112/15/2112/15/2110/07/2110/07/21A1350Pour Footings112/16/2112/16/2110/08/2110/08/21A1360Pin Walls/Pilers112/17/2112/17/2110/11/2110/11/21A1370Form Walls/Pilers512/20/2112/28/2110/12/2110/18/21A1380Install Re-bar for Walls / Pilers312/29/2101/04/2210/19/2110/21/21A1390Inspection101/05/2201/05/2210/22/2110/22/21A1400Pour Walls & Pilers101/06/2201/06/2210/25/2110/25/21A1410Strip Forms101/07/2201/07/2210/26/2110/26/21A1420Water Proof Foundation101/10/2201/10/2210/27/2110/27/21A1430Back Fill Deep Foundation201/11/2201/12/2210/28/2110/29/21A1440Pin Shallow Footings101/13/2201/13/2211/01/2111/01/21A1450Form Shallow Footings301/14/2201/18/2211/02/2111/04/21A1460Re-bar for Shallow Footings201/19/2201/20/2211/05/2111/08/21A1470Inspection101/21/2201/21/2211/09/2111/09/21A1480Pour Shallow Footings101/24/2201/24/2211/10/2111/10/21A1490Strip Shallow Footings101/25/2201/25/2211/11/2111/11/21A1500Pin Stemwalls101/26/2201/26/2211/12/2111/12/21A1510Form Stemwall101/27/2201/27/2211/15/2111/15/21A1520Install Re-bar for Stemwalls101/28/2201/28/2211/16/2111/16/21A1530Inspection101/31/2201/31/2211/17/2111/17/21A1540Pour Stemwalls102/01/2202/01/2211/18/2111/18/21A1550Back Fill & Grade for S.O.G.202/02/2202/03/2211/19/2111/22/21A1560Form & Pour Interior102/04/2202/04/2211/23/2111/23/21A1570Stick Frame Garages1502/07/2202/25/2211/24/2112/16/21A1580Side Garages2002/28/2203/25/2212/17/2101/19/2212201220112001230122011200122011201123012201120012301220122011200122011201123012201120012301220112001220ruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryFebruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryF202120222023Strip WallsWater Proof FoundationPrep grade of S.O.G.Install Radon PipingInspection of RadonInstall Vapor barrierForm & Poor S.O.G.Back Fill FoundationInstall Foundation Drainage SystemPin Grade BeamsExcavate Grade BeamsForm Grade BeamsInstall Re-bar for Grade BeamsInspection of Grade BeamsPour Grade BeamsBack Fill Grade BeamsPin FootingsSet and Stitch UnitsComplete Interior Rough-In ConnectionsComplete Interior FinishesComplete Exterior StitchingSet Truess/Sheet roof and Install FasicaComplete Exteriors (Overframing, Balconies, Stairs, etc)Dry-In RoofSidingRoofingSubgrade / Grade SidewalksFlatwork / FRP SidewalksTopsoil RespreadLandscapeSitework InspectionsPin StructureExcavate FoundationPin FootingsForm FootingsInstall Re-bar FootingsInspectionPour FootingsPin Walls/PilersForm Walls/PilersInstall Re-bar for Walls / PilersInspectionPour Walls & PilersStrip FormsWater Proof FoundationBack Fill Deep FoundationPin Shallow FootingsForm Shallow FootingsRe-bar for Shallow FootingsInspectionPour Shallow FootingsStrip Shallow FootingsPin StemwallsForm StemwallInstall Re-bar for StemwallsInspectionPour StemwallsBack Fill & Grade for S.O.G.Form & Pour InteriorStick Frame GaragesSide GaragesSHAW CONSTRUCTION06.21.2021 - Burlingame Phase III - OAC Re-Sequence ScheduleBurlingame Ranch Phase 3 Print Date: 06/22/21 Data Date: 06/21/21 TASK filter: All ActivitiesRemaining Level of EffortActual Level of EffortProject Baseline BarActual WorkRemaining WorkCritical Remainin...Page 6 of 12Date RevisionCheckedApproved99 Activity IDActivity NameriginuratioStartFinishBL Project StartBL Project FinishA1590Roof Garages503/21/2203/25/2201/13/2201/19/22CloseouCloseout4401/20/2203/22/2212/06/2102/09/2210H011010Shaw Pre-Punch401/20/2201/25/2212/06/2112/09/2110H011020Final Inspections1001/26/2202/08/2212/10/2112/23/2110H011030Contractor Pre-Punch Correctio502/09/2202/15/2212/28/2101/05/2210H011040Owner Walk102/16/2202/16/2201/06/2201/06/2210H011050Owner Corrections502/17/2202/23/2201/07/2201/13/2210H011060Final Clean402/24/2203/01/2201/14/2201/19/2210H011080Non-Productive Weather Days (1503/02/2203/22/2201/20/2202/09/2210H011070Building Completion003/22/2202/09/22BuildingBuilding 1130104/16/21 A08/10/2205/26/2107/07/22FoundaFoundation6104/16/21 A08/26/2105/26/2108/12/2109071730Pin Foundation for Excavation104/16/21 A04/16/21 A05/26/2105/26/2109071740Excavate Foundation504/22/21 A04/30/21 A05/27/2106/03/2109073290Structural Back Fill305/14/21 A05/21/21 A09071760Form Footings306/21/2106/23/2106/07/2106/09/2109073320Install Water & Sanitry Services706/22/2106/30/2109071770Install Re-bar for Footings206/24/2106/25/2106/10/2106/11/2109071780Inspection Footings106/28/2106/28/2106/14/2106/14/2109071790Pour Footings106/29/2106/29/2106/15/2106/15/2109071800Strip Footings106/30/2106/30/2106/16/2106/16/2109071810Pin Walls107/01/2107/01/2106/17/2106/17/2109071820Form Walls507/02/2107/09/2106/18/2106/24/2109071750Pin Footings107/07/2107/07/2106/04/2106/04/2109071830Install Re-bar for Walls307/12/2107/14/2106/25/2106/29/2109071840Ufer Install / Inspection107/15/2107/15/2106/30/2106/30/2109071850Install MEP Sleeves107/15/2107/15/2106/30/2106/30/2109071860Inspection of Walls107/16/2107/16/2107/01/2107/01/2109071870Pour Walls107/19/2107/19/2107/02/2107/02/2109071880Strip Walls307/23/2107/27/2107/09/2107/13/2109071890Water Proof Foundation107/28/2107/28/2107/14/2107/14/2109071900Prep grade of S.O.G.107/29/2107/29/2107/15/2107/15/2109071910Install Radon Piping207/30/2108/02/2107/16/2107/19/2109071920Inspection of Radon108/03/2108/03/2107/20/2107/20/2109071930Install Vapor barrier208/04/2108/05/2107/21/2107/22/2109071940Form & Poor S.O.G.108/06/2108/06/2107/23/2107/23/2109071950Back Fill Foundation308/09/2108/11/2107/26/2107/28/2109071960Install Foundation Drainage Sys208/11/2108/12/2107/28/2107/29/2109071970Pin Grade Beams108/13/2108/13/2107/30/2107/30/2109071980Excavate Grade Beams208/16/2108/17/2108/02/2108/03/2109071990Form Grade Beams208/18/2108/19/2108/04/2108/05/2109072000Install Re-bar for Grade Beams108/20/2108/20/2108/06/2108/06/2109072010Inspection of Grade Beams108/23/2108/23/2108/09/2108/09/2109072020Pour Grade Beams108/24/2108/24/2108/10/2108/10/2109072030Back Fill Grade Beams208/25/2108/26/2108/11/2108/12/21Set / StSet / Stitch Units5009/01/2111/10/2108/17/2110/26/2111061100Set and Stitch Units1009/01/2109/15/2108/17/2108/30/2111061110Complete Interior Rough-In Con2009/16/2110/13/2108/31/2109/28/2111061120Complete Interior Finishes2010/14/2111/10/2109/29/2110/26/21ExterioExteriors7409/16/2101/05/2208/31/2112/15/210806E280Complete Exterior Stitching309/16/2109/20/2108/31/2109/02/210806E290Set Truess/Sheet roof and Insta1009/21/2110/04/2109/03/2109/17/210806E300Complete Exteriors (Overframin1510/05/2110/25/2109/20/2110/08/210806E310Dry-In Roof110/26/2110/26/2110/11/2110/11/210806E320Siding4510/27/2101/05/2210/12/2112/15/210806E330Roofing1011/17/2112/02/2111/02/2111/15/21HardscaHardscape / Landscape6705/06/2208/10/2204/04/2207/07/2211S02100Subgrade / Grade Sidewalks505/06/2205/12/2204/04/2204/08/2211S03100Flatwork / FRP Sidewalks1005/13/2205/26/2204/11/2204/22/2211S02110Topsoil Respread505/27/22*06/03/2204/25/2204/29/2211S02120Landscape2506/27/2208/01/2205/23/2206/27/2211S02130Sitework Inspections708/02/2208/10/2206/28/2207/07/22CloseouCloseout4401/06/2203/08/2212/16/2102/21/2211H011010Shaw Pre-Punch401/06/2201/11/2212/16/2112/21/2112201220112001230122011200122011201123012201120012301220122011200122011201123012201120012301220112001220ruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryFebruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryF202120222023Roof GaragesShaw Pre-PunchFinal InspectionsContractor Pre-Punch CorrectionsOwner WalkOwner CorrectionsFinal CleanNon-Productive Weather Days (15)Building CompletionPin Foundation for ExcavationExcavate FoundationStructural Back FillForm FootingsInstall Water & Sanitry ServicesInstall Re-bar for FootingsInspection FootingsPour FootingsStrip FootingsPin WallsForm WallsPin FootingsInstall Re-bar for WallsUfer Install / InspectionInstall MEP SleevesInspection of WallsPour WallsStrip WallsWater Proof FoundationPrep grade of S.O.G.Install Radon PipingInspection of RadonInstall Vapor barrierForm & Poor S.O.G.Back Fill FoundationInstall Foundation Drainage SystemPin Grade BeamsExcavate Grade BeamsForm Grade BeamsInstall Re-bar for Grade BeamsInspection of Grade BeamsPour Grade BeamsBack Fill Grade BeamsSet and Stitch UnitsComplete Interior Rough-In ConnectionsComplete Interior FinishesComplete Exterior StitchingSet Truess/Sheet roof and Install FasicaComplete Exteriors (Overframing, Balconies, Stairs, etc)Dry-In RoofSidingRoofingSubgrade / Grade SidewalksFlatwork / FRP SidewalksTopsoil RespreadLandscapeSitework InspectionsShaw Pre-PunchSHAW CONSTRUCTION06.21.2021 - Burlingame Phase III - OAC Re-Sequence ScheduleBurlingame Ranch Phase 3 Print Date: 06/22/21 Data Date: 06/21/21 TASK filter: All ActivitiesRemaining Level of EffortActual Level of EffortProject Baseline BarActual WorkRemaining WorkCritical Remainin...Page 7 of 12Date RevisionCheckedApproved100 Activity IDActivity NameriginuratioStartFinishBL Project StartBL Project Finish11H011020Final Inspections1001/12/2201/25/2212/22/2101/10/2211H011030Contractor Pre-Punch Correctio501/26/2202/01/2201/11/2201/17/2211H011040Owner Walk102/02/2202/02/2201/18/2201/18/2211H011050Owner Corrections502/03/2202/09/2201/19/2201/25/2211H011060Final Clean402/10/2202/15/2201/26/2201/31/2211H011080Non-Productive Weather Days (1502/16/2203/08/2202/01/2202/21/2211H011070Building Completion003/08/2202/21/22BuildingBuilding 1229305/24/21 A08/24/2206/17/2107/21/22FoundaFoundation5905/24/21 A09/20/2106/17/2109/03/2109072040Pin Foundation for Excavation105/24/21 A05/24/21 A06/17/2106/17/2109072050Excavate Foundation506/07/21 A06/21/21 A06/21/2106/25/2109072060Pin Footings107/13/2107/13/2106/28/2106/28/2109072070Form Footings307/14/2107/16/2106/29/2107/01/2109072080Install Re-bar for Footings207/19/2107/20/2107/02/2107/06/2109072090Inspection Footings107/21/2107/21/2107/07/2107/07/2109072100Pour Footings107/22/2107/22/2107/08/2107/08/2109072110Strip Footings107/23/2107/23/2107/09/2107/09/2109072120Pin Walls107/26/2107/26/2107/12/2107/12/2109072130Form Walls507/27/2108/02/2107/13/2107/19/2109072140Install Re-bar for Walls308/03/2108/05/2107/20/2107/22/2109072150Ufer Install / Inspection108/06/2108/06/2107/23/2107/23/2109072160Install MEP Sleeves108/06/2108/06/2107/23/2107/23/2109072170Inspection of Walls108/09/2108/09/2107/26/2107/26/2109072180Pour Walls108/10/2108/10/2107/27/2107/27/2109072190Strip Walls308/16/2108/18/2108/02/2108/04/2109072200Water Proof Foundation108/19/2108/19/2108/05/2108/05/2109072210Prep grade of S.O.G.108/20/2108/20/2108/06/2108/06/2109072220Install Radon Piping208/23/2108/24/2108/09/2108/10/2109072230Inspection of Radon108/25/2108/25/2108/11/2108/11/2109072240Install Vapor barrier208/26/2108/27/2108/12/2108/13/2109072250Form & Poor S.O.G.108/30/2108/30/2108/16/2108/16/2109072260Back Fill Foundation308/31/2109/02/2108/17/2108/19/2109072270Install Foundation Drainage Sys209/02/2109/03/2108/19/2108/20/2109072280Pin Grade Beams109/07/2109/07/2108/23/2108/23/2109072290Excavate Grade Beams209/08/2109/09/2108/24/2108/25/2109072300Form Grade Beams209/10/2109/13/2108/26/2108/27/2109072310Install Re-bar for Grade Beams109/14/2109/14/2108/30/2108/30/2109072320Inspection of Grade Beams109/15/2109/15/2108/31/2108/31/2109072330Pour Grade Beams109/16/2109/16/2109/01/2109/01/2109072340Back Fill Grade Beams209/17/2109/20/2109/02/2109/03/21Set / StSet / Stitch Units5011/11/2101/27/2209/07/2111/15/2112061100Set and Stitch Units1011/11/2111/24/2109/07/2109/20/2112061110Complete Interior Rough-In Con2011/29/2112/28/2109/21/2110/18/2112061120Complete Interior Finishes2012/29/2101/27/2210/19/2111/15/21ExterioExteriors7511/29/2103/17/2209/21/2101/11/220806E340Complete Exterior Stitching311/29/2112/01/2109/21/2109/23/210806E350Set Truess/Sheet roof and Insta1012/02/2112/15/2109/24/2110/07/210806E360Complete Exteriors (Overframin1512/16/2101/11/2210/08/2110/28/210806E370Dry-In Roof301/11/2201/13/2210/28/2111/01/210806E380Siding4501/14/2203/17/2211/02/2101/11/220806E390Roofing1001/28/2202/10/2211/16/2112/01/21HardscaHardscape / Landscape7205/13/2208/24/2204/11/2207/21/2212S02100Subgrade / Grade Sidewalks505/13/2205/19/2204/11/2204/15/2212S03100Flatwork / FRP Sidewalks1005/20/2206/03/2204/18/2204/29/2212S02110Topsoil Respread506/06/2206/10/2205/02/2205/06/2212S02120Landscape2507/12/2208/15/2206/07/2207/12/2212S02130Sitework Inspections708/16/2208/24/2207/13/2207/21/22CloseouCloseout4403/18/2205/18/2201/12/2203/14/2212H011010Shaw Pre-Punch403/18/2203/23/2201/12/2201/17/2212H011020Final Inspections1003/24/2204/06/2201/18/2201/31/2212H011030Contractor Pre-Punch Correctio504/07/2204/13/2202/01/2202/07/2212H011040Owner Walk104/14/2204/14/2202/08/2202/08/2212H011050Owner Corrections504/15/2204/21/2202/09/2202/15/2212H011060Final Clean404/22/2204/27/2202/16/2202/21/2212201220112001230122011200122011201123012201120012301220122011200122011201123012201120012301220112001220ruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryFebruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryF202120222023Final InspectionsContractor Pre-Punch CorrectionsOwner WalkOwner CorrectionsFinal CleanNon-Productive Weather Days (15)Building CompletionPin Foundation for ExcavationExcavate FoundationPin FootingsForm FootingsInstall Re-bar for FootingsInspection FootingsPour FootingsStrip FootingsPin WallsForm WallsInstall Re-bar for WallsUfer Install / InspectionInstall MEP SleevesInspection of WallsPour WallsStrip WallsWater Proof FoundationPrep grade of S.O.G.Install Radon PipingInspection of RadonInstall Vapor barrierForm & Poor S.O.G.Back Fill FoundationInstall Foundation Drainage SystemPin Grade BeamsExcavate Grade BeamsForm Grade BeamsInstall Re-bar for Grade BeamsInspection of Grade BeamsPour Grade BeamsBack Fill Grade BeamsSet and Stitch UnitsComplete Interior Rough-In ConnectionsComplete Interior FinishesComplete Exterior StitchingSet Truess/Sheet roof and Install FasicaComplete Exteriors (Overframing, Balconies, Stairs, etc)Dry-In RoofSidingRoofingSubgrade / Grade SidewalksFlatwork / FRP SidewalksTopsoil RespreadLandscapeSitework InspectionsShaw Pre-PunchFinal InspectionsContractor Pre-Punch CorrectionsOwner WalkOwner CorrectionsFinal CleanSHAW CONSTRUCTION06.21.2021 - Burlingame Phase III - OAC Re-Sequence ScheduleBurlingame Ranch Phase 3 Print Date: 06/22/21 Data Date: 06/21/21 TASK filter: All ActivitiesRemaining Level of EffortActual Level of EffortProject Baseline BarActual WorkRemaining WorkCritical Remainin...Page 8 of 12Date RevisionCheckedApproved101 Activity IDActivity NameriginuratioStartFinishBL Project StartBL Project Finish12H011080Non-Productive Weather Days (1504/28/2205/18/2202/22/2203/14/2212H011070Building Completion005/18/2203/14/22Garage Garage / Parking Area Phase 38612/20/2104/22/2210/26/2103/02/22A1600Pin Structure112/20/2112/20/2110/26/2110/26/21A1610Excavate Foundation512/21/2112/29/2110/27/2111/02/21A1620Pin Footings112/30/2112/30/2111/03/2111/03/21A1630Form Footings301/04/2201/06/2211/04/2111/08/21A1640Install Re-bar Footings201/07/2201/10/2211/09/2111/10/21A1650Inspection101/11/2201/11/2211/11/2111/11/21A1660Pour Footings101/12/2201/12/2211/12/2111/12/21A1670Pin Walls/Pilers101/13/2201/13/2211/15/2111/15/21A1680Form Walls/Pilers501/14/2201/20/2211/16/2111/22/21A1690Install Re-bar for Walls / Pilers301/21/2201/25/2211/23/2111/29/21A1700Inspection101/26/2201/26/2211/30/2111/30/21A1710Pour Walls & Pilers101/27/2201/27/2212/01/2112/01/21A1720Strip Forms101/28/2201/28/2212/02/2112/02/21A1730Water Proof Foundation101/31/2201/31/2212/03/2112/03/21A1740Back Fill Deep Foundation202/01/2202/02/2212/06/2112/07/21A1750Pin Shallow Footings102/03/2202/03/2212/08/2112/08/21A1760Form Shallow Footings302/04/2202/08/2212/09/2112/13/21A1770Re-bar for Shallow Footings202/09/2202/10/2212/14/2112/15/21A1780Inspection102/11/2202/11/2212/16/2112/16/21A1790Pour Shallow Footings102/14/2202/14/2212/17/2112/17/21A1800Strip Shallow Footings102/15/2202/15/2212/20/2112/20/21A1810Pin Stemwalls102/16/2202/16/2212/21/2112/21/21A1820Form Stemwall102/17/2202/17/2212/22/2112/22/21A1830Install Re-bar for Stemwalls102/18/2202/18/2212/23/2112/23/21A1840Inspection102/21/2202/21/2212/28/2112/28/21A1850Pour Stemwalls102/22/2202/22/2212/29/2112/29/21A1860Back Fill & Grade for S.O.G.202/23/2202/24/2212/30/2101/04/22A1870Form & Pour Interior102/25/2202/25/2201/05/2201/05/22A1880Stick Frame Garages1502/28/2203/18/2201/06/2201/26/22A1890Side Garages2003/21/2204/15/2201/27/2202/23/22A1900Roof Garages504/18/2204/22/2202/24/2203/02/22BuildingBuilding 1328607/22/2109/08/2207/08/2108/04/22FoundaFoundation5607/22/2110/08/2107/08/2109/24/2109072350Pin Foundation for Excavation107/22/2107/22/2107/08/2107/08/2109072360Excavate Foundation507/26/2107/30/2107/12/2107/16/2109072370Pin Footings108/02/2108/02/2107/19/2107/19/2109072380Form Footings308/03/2108/05/2107/20/2107/22/2109072390Install Re-bar for Footings208/06/2108/09/2107/23/2107/26/2109072400Inspection Footings108/10/2108/10/2107/27/2107/27/2109072410Pour Footings108/11/2108/11/2107/28/2107/28/2109072420Strip Footings108/12/2108/12/2107/29/2107/29/2109072430Pin Walls108/13/2108/13/2107/30/2107/30/2109072440Form Walls508/16/2108/20/2108/02/2108/06/2109072450Install Re-bar for Walls308/23/2108/25/2108/09/2108/11/2109072460Ufer Install / Inspection108/26/2108/26/2108/12/2108/12/2109072470Install MEP Sleeves108/26/2108/26/2108/12/2108/12/2109072480Inspection of Walls108/27/2108/27/2108/13/2108/13/2109072490Pour Walls108/30/2108/30/2108/16/2108/16/2109072500Strip Walls309/03/2109/08/2108/20/2108/24/2109072510Water Proof Foundation109/09/2109/09/2108/25/2108/25/2109072520Prep grade of S.O.G.109/10/2109/10/2108/26/2108/26/2109072530Install Radon Piping209/13/2109/14/2108/27/2108/30/2109072540Inspection of Radon109/15/2109/15/2108/31/2108/31/2109072550Install Vapor barrier209/16/2109/17/2109/01/2109/02/2109072560Form & Poor S.O.G.109/20/2109/20/2109/03/2109/03/2109072570Back Fill Foundation309/21/2109/23/2109/07/2109/09/2109072580Install Foundation Drainage Sys209/23/2109/24/2109/09/2109/10/2109072590Pin Grade Beams109/27/2109/27/2109/13/2109/13/2109072600Excavate Grade Beams209/28/2109/29/2109/14/2109/15/2109072610Form Grade Beams209/30/2110/01/2109/16/2109/17/2109072620Install Re-bar for Grade Beams110/04/2110/04/2109/20/2109/20/2109072630Inspection of Grade Beams110/05/2110/05/2109/21/2109/21/2109072640Pour Grade Beams110/06/2110/06/2109/22/2109/22/2112201220112001230122011200122011201123012201120012301220122011200122011201123012201120012301220112001220ruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryFebruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryF202120222023Non-Productive Weather Days (15)Building CompletionPin StructureExcavate FoundationPin FootingsForm FootingsInstall Re-bar FootingsInspectionPour FootingsPin Walls/PilersForm Walls/PilersInstall Re-bar for Walls / PilersInspectionPour Walls & PilersStrip FormsWater Proof FoundationBack Fill Deep FoundationPin Shallow FootingsForm Shallow FootingsRe-bar for Shallow FootingsInspectionPour Shallow FootingsStrip Shallow FootingsPin StemwallsForm StemwallInstall Re-bar for StemwallsInspectionPour StemwallsBack Fill & Grade for S.O.G.Form & Pour InteriorStick Frame GaragesSide GaragesRoof GaragesPin Foundation for ExcavationExcavate FoundationPin FootingsForm FootingsInstall Re-bar for FootingsInspection FootingsPour FootingsStrip FootingsPin WallsForm WallsInstall Re-bar for WallsUfer Install / InspectionInstall MEP SleevesInspection of WallsPour WallsStrip WallsWater Proof FoundationPrep grade of S.O.G.Install Radon PipingInspection of RadonInstall Vapor barrierForm & Poor S.O.G.Back Fill FoundationInstall Foundation Drainage SystemPin Grade BeamsExcavate Grade BeamsForm Grade BeamsInstall Re-bar for Grade BeamsInspection of Grade BeamsPour Grade BeamsSHAW CONSTRUCTION06.21.2021 - Burlingame Phase III - OAC Re-Sequence ScheduleBurlingame Ranch Phase 3 Print Date: 06/22/21 Data Date: 06/21/21 TASK filter: All ActivitiesRemaining Level of EffortActual Level of EffortProject Baseline BarActual WorkRemaining WorkCritical Remainin...Page 9 of 12Date RevisionCheckedApproved102 Activity IDActivity NameriginuratioStartFinishBL Project StartBL Project Finish09072650Back Fill Grade Beams210/07/2110/08/2109/23/2109/24/21Set / StSet / Stitch Units5011/29/2102/10/2209/28/2112/08/2113061100Set and Stitch Units1011/29/2112/10/2109/28/2110/11/2113061110Complete Interior Rough-In Con2012/13/2101/13/2210/12/2111/08/2113061120Complete Interior Finishes2001/14/2202/10/2211/09/2112/08/21ExterioExteriors7612/13/2104/01/2210/12/2102/02/220806E400Complete Exterior Stitching312/13/2112/15/2110/12/2110/14/210806E410Set Truess/Sheet roof and Insta1012/16/2101/04/2210/15/2110/28/210806E420Complete Exteriors (Overframin1501/05/2201/25/2210/29/2111/18/210806E430Dry-In Roof301/26/2201/28/2211/19/2111/23/210806E440Siding4501/31/2204/01/2211/24/2102/02/220806E450Roofing1002/14/2202/25/2212/10/2112/23/21HardscaHardscape / Landscape7705/20/2209/08/2204/18/2208/04/2213S02100Subgrade / Grade Sidewalks505/20/2205/26/2204/18/2204/22/2213S03100Flatwork / FRP Sidewalks1005/27/2206/10/2204/25/2205/06/2213S02110Topsoil Respread506/13/2206/17/2205/09/2205/13/2213S02120Landscape2507/26/2208/29/2206/21/2207/26/2213S02130Sitework Inspections708/30/2209/08/2207/27/2208/04/22CloseouCloseout4404/04/2206/03/2202/03/2204/05/2213H011010Shaw Pre-Punch404/04/2204/07/2202/03/2202/08/2213H011020Final Inspections1004/08/2204/21/2202/09/2202/22/2213H011030Contractor Pre-Punch Correctio504/22/2204/28/2202/23/2203/01/2213H011040Owner Walk104/29/2204/29/2203/02/2203/02/2213H011050Owner Corrections505/02/2205/06/2203/03/2203/09/2213H011060Final Clean405/09/2205/12/2203/10/2203/15/2213H011080Non-Productive Weather Days (1505/13/2206/03/2203/16/2204/05/2213H011070Building Completion006/03/2204/05/22BuildingBuilding 1428508/06/2109/22/2207/23/2108/18/22FoundaFoundation5608/06/2110/25/2107/23/2110/11/2109072660Pin Foundation for Excavation108/06/2108/06/2107/23/2107/23/2109072670Excavate Foundation508/10/2108/16/2107/27/2108/02/2109072680Pin Footings108/17/2108/17/2108/03/2108/03/2109072690Form Footings308/18/2108/20/2108/04/2108/06/2109072700Install Re-bar for Footings208/23/2108/24/2108/09/2108/10/2109072710Inspection Footings108/25/2108/25/2108/11/2108/11/2109072720Pour Footings108/26/2108/26/2108/12/2108/12/2109072730Strip Footings108/27/2108/27/2108/13/2108/13/2109072740Pin Walls108/30/2108/30/2108/16/2108/16/2109072750Form Walls508/31/2109/07/2108/17/2108/23/2109072760Install Re-bar for Walls309/08/2109/10/2108/24/2108/26/2109072770Ufer Install / Inspection109/13/2109/13/2108/27/2108/27/2109072780Install MEP Sleeves109/13/2109/13/2108/27/2108/27/2109072790Inspection of Walls109/14/2109/14/2108/30/2108/30/2109072800Pour Walls109/15/2109/15/2108/31/2108/31/2109072810Strip Walls309/21/2109/23/2109/07/2109/09/2109072820Water Proof Foundation109/24/2109/24/2109/10/2109/10/2109072830Prep grade of S.O.G.109/27/2109/27/2109/13/2109/13/2109072840Install Radon Piping209/28/2109/29/2109/14/2109/15/2109072850Inspection of Radon109/30/2109/30/2109/16/2109/16/2109072860Install Vapor barrier210/01/2110/04/2109/17/2109/20/2109072870Form & Poor S.O.G.110/05/2110/05/2109/21/2109/21/2109072880Back Fill Foundation310/06/2110/08/2109/22/2109/24/2109072890Install Foundation Drainage Sys210/08/2110/11/2109/24/2109/27/2109072900Pin Grade Beams110/12/2110/12/2109/28/2109/28/2109072910Excavate Grade Beams210/13/2110/14/2109/29/2109/30/2109072920Form Grade Beams210/15/2110/18/2110/01/2110/04/2109072930Install Re-bar for Grade Beams110/19/2110/19/2110/05/2110/05/2109072940Inspection of Grade Beams110/20/2110/20/2110/06/2110/06/2109072950Pour Grade Beams110/21/2110/21/2110/07/2110/07/2109072960Back Fill Grade Beams210/22/2110/25/2110/08/2110/11/21Set / StSet / Stitch Units5012/06/2102/17/2210/12/2112/22/2114061100Set and Stitch Units1012/06/2112/17/2110/12/2110/25/2114061110Complete Interior Rough-In Con2012/20/2101/20/2210/26/2111/22/2114061120Complete Interior Finishes2001/21/2202/17/2211/23/2112/22/2112201220112001230122011200122011201123012201120012301220122011200122011201123012201120012301220112001220ruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryFebruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryF202120222023Back Fill Grade BeamsSet and Stitch UnitsComplete Interior Rough-In ConnectionsComplete Interior FinishesComplete Exterior StitchingSet Truess/Sheet roof and Install FasicaComplete Exteriors (Overframing, Balconies, Stairs, etc)Dry-In RoofSidingRoofingSubgrade / Grade SidewalksFlatwork / FRP SidewalksTopsoil RespreadLandscapeSitework InspectionsShaw Pre-PunchFinal InspectionsContractor Pre-Punch CorrectionsOwner WalkOwner CorrectionsFinal CleanNon-Productive Weather Days (15)Building CompletionPin Foundation for ExcavationExcavate FoundationPin FootingsForm FootingsInstall Re-bar for FootingsInspection FootingsPour FootingsStrip FootingsPin WallsForm WallsInstall Re-bar for WallsUfer Install / InspectionInstall MEP SleevesInspection of WallsPour WallsStrip WallsWater Proof FoundationPrep grade of S.O.G.Install Radon PipingInspection of RadonInstall Vapor barrierForm & Poor S.O.G.Back Fill FoundationInstall Foundation Drainage SystemPin Grade BeamsExcavate Grade BeamsForm Grade BeamsInstall Re-bar for Grade BeamsInspection of Grade BeamsPour Grade BeamsBack Fill Grade BeamsSet and Stitch UnitsComplete Interior Rough-In ConnectionsComplete Interior FinishesSHAW CONSTRUCTION06.21.2021 - Burlingame Phase III - OAC Re-Sequence ScheduleBurlingame Ranch Phase 3 Print Date: 06/22/21 Data Date: 06/21/21 TASK filter: All ActivitiesRemaining Level of EffortActual Level of EffortProject Baseline BarActual WorkRemaining WorkCritical Remainin...Page 10 of 12Date RevisionCheckedApproved103 Activity IDActivity NameriginuratioStartFinishBL Project StartBL Project FinishExterioExteriors7612/20/2104/08/2210/26/2102/16/220806E460Complete Exterior Stitching312/20/2112/22/2110/26/2110/28/210806E470Set Truess/Sheet roof and Insta1012/23/2101/11/2210/29/2111/11/210806E480Complete Exteriors (Overframin1501/12/2202/01/2211/12/2112/06/210806E490Dry-In Roof302/02/2202/04/2212/07/2112/09/210806E500Siding4502/07/2204/08/2212/10/2102/16/220806E510Roofing1002/21/2203/04/2212/28/2101/12/22HardscaHardscape / Landscape8205/27/2209/22/2204/25/2208/18/2214S02100Subgrade / Grade Sidewalks505/27/2206/03/2204/25/2204/29/2214S03100Flatwork / FRP Sidewalks1006/06/2206/17/2205/02/2205/13/2214S02110Topsoil Respread506/20/2206/24/2205/16/2205/20/2214S02120Landscape2508/09/2209/13/2207/06/2208/09/2214S02130Sitework Inspections709/14/2209/22/2208/10/2208/18/22CloseouCloseout4404/11/2206/10/2202/17/2204/19/2214H011010Shaw Pre-Punch404/11/2204/14/2202/17/2202/22/2214H011020Final Inspections1004/15/2204/28/2202/23/2203/08/2214H011030Contractor Pre-Punch Correctio504/29/2205/05/2203/09/2203/15/2214H011040Owner Walk105/06/2205/06/2203/16/2203/16/2214H011050Owner Corrections505/09/2205/13/2203/17/2203/23/2214H011060Final Clean405/16/2205/19/2203/24/2203/29/2214H011080Non-Productive Weather Days (1505/20/2206/10/2203/30/2204/19/2214H011070Building Completion006/10/2204/19/22BuildingBuilding 1531808/16/2111/16/2208/09/2109/12/22FoundaFoundation5808/16/2111/04/2108/09/2110/26/2109072970Pin Foundation for Excavation108/16/2108/16/2108/09/2108/09/2109072980Excavate Foundation508/18/2108/24/2108/11/2108/17/2109072990Pin Footings108/27/2108/27/2108/18/2108/18/2109073000Form Footings308/30/2109/01/2108/19/2108/23/2109073010Install Re-bar for Footings209/02/2109/03/2108/24/2108/25/2109073020Inspection Footings109/07/2109/07/2108/26/2108/26/2109073030Pour Footings109/08/2109/08/2108/27/2108/27/2109073040Strip Footings109/09/2109/09/2108/30/2108/30/2109073050Pin Walls109/10/2109/10/2108/31/2108/31/2109073060Form Walls509/13/2109/17/2109/01/2109/08/2109073070Install Re-bar for Walls309/20/2109/22/2109/09/2109/13/2109073080Ufer Install / Inspection109/23/2109/23/2109/14/2109/14/2109073090Install MEP Sleeves109/23/2109/23/2109/14/2109/14/2109073100Inspection of Walls109/24/2109/24/2109/15/2109/15/2109073110Pour Walls109/27/2109/27/2109/16/2109/16/2109073120Strip Walls310/01/2110/05/2109/22/2109/24/2109073130Water Proof Foundation110/06/2110/06/2109/27/2109/27/2109073140Prep grade of S.O.G.110/07/2110/07/2109/28/2109/28/2109073150Install Radon Piping210/08/2110/11/2109/29/2109/30/2109073160Inspection of Radon110/12/2110/12/2110/01/2110/01/2109073170Install Vapor barrier210/13/2110/14/2110/04/2110/05/2109073180Form & Poor S.O.G.110/15/2110/15/2110/06/2110/06/2109073190Back Fill Foundation310/18/2110/20/2110/07/2110/11/2109073200Install Foundation Drainage Sys210/20/2110/21/2110/11/2110/12/2109073210Pin Grade Beams110/22/2110/22/2110/13/2110/13/2109073220Excavate Grade Beams210/25/2110/26/2110/14/2110/15/2109073230Form Grade Beams210/27/2110/28/2110/18/2110/19/2109073240Install Re-bar for Grade Beams110/29/2110/29/2110/20/2110/20/2109073250Inspection of Grade Beams111/01/2111/01/2110/21/2110/21/2109073260Pour Grade Beams111/02/2111/02/2110/22/2110/22/2109073270Back Fill Grade Beams211/03/2111/04/2110/25/2110/26/21Set / StSet / Stitch Units5012/13/2102/24/2210/26/2101/11/2215061100Set and Stitch Units1012/13/2112/28/2110/26/2111/08/2115061110Complete Interior Rough-In Con2012/29/2101/27/2211/09/2112/08/2115061120Complete Interior Finishes2001/28/2202/24/2212/09/2101/11/22ExterioExteriors7312/29/2104/12/2211/09/2103/17/220806E520Complete Exterior Stitching312/29/2101/04/2211/09/2111/11/210806E530Set Truess/Sheet roof and Insta1001/05/2201/18/2211/12/2111/29/210806E540Complete Exteriors (Overframin1501/19/2202/08/2211/30/2112/20/210806E550Dry-In Roof302/09/2202/11/2212/21/2112/23/2112201220112001230122011200122011201123012201120012301220122011200122011201123012201120012301220112001220ruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryFebruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryF202120222023Complete Exterior StitchingSet Truess/Sheet roof and Install FasicaComplete Exteriors (Overframing, Balconies, Stairs, etc)Dry-In RoofSidingRoofingSubgrade / Grade SidewalksFlatwork / FRP SidewalksTopsoil RespreadLandscapeSitework InspectionsShaw Pre-PunchFinal InspectionsContractor Pre-Punch CorrectionsOwner WalkOwner CorrectionsFinal CleanNon-Productive Weather Days (15)Building CompletionPin Foundation for ExcavationExcavate FoundationPin FootingsForm FootingsInstall Re-bar for FootingsInspection FootingsPour FootingsStrip FootingsPin WallsForm WallsInstall Re-bar for WallsUfer Install / InspectionInstall MEP SleevesInspection of WallsPour WallsStrip WallsWater Proof FoundationPrep grade of S.O.G.Install Radon PipingInspection of RadonInstall Vapor barrierForm & Poor S.O.G.Back Fill FoundationInstall Foundation Drainage SystemPin Grade BeamsExcavate Grade BeamsForm Grade BeamsInstall Re-bar for Grade BeamsInspection of Grade BeamsPour Grade BeamsBack Fill Grade BeamsSet and Stitch UnitsComplete Interior Rough-In ConnectionsComplete Interior FinishesComplete Exterior StitchingSet Truess/Sheet roof and Install FasicaComplete Exteriors (Overframing, Balconies, Stairs, etc)Dry-In RoofSHAW CONSTRUCTION06.21.2021 - Burlingame Phase III - OAC Re-Sequence ScheduleBurlingame Ranch Phase 3 Print Date: 06/22/21 Data Date: 06/21/21 TASK filter: All ActivitiesRemaining Level of EffortActual Level of EffortProject Baseline BarActual WorkRemaining WorkCritical Remainin...Page 11 of 12Date RevisionCheckedApproved104 Activity IDActivity NameriginuratioStartFinishBL Project StartBL Project Finish0806E560Siding4502/09/2204/12/2212/21/2102/25/220806E570Roofing1002/23/2203/08/2203/04/2203/17/22HardscaHardscape / Landscape9506/27/2211/08/2205/23/2209/01/2215S02100Subgrade / Grade Sidewalks506/27/2207/01/2205/23/2205/27/2215S03100Flatwork / FRP Sidewalks1009/14/2209/27/2205/31/2206/13/2215S02110Topsoil Respread509/28/2210/04/2206/14/2206/20/2215S02120Landscape2510/05/2211/08/2207/20/2208/23/2215S02130Sitework Inspections710/21/2210/31/2208/24/2209/01/22CloseouCloseout15304/13/2211/16/2202/28/2209/12/2215H011010Shaw Pre-Punch404/13/2204/18/2202/28/2203/03/2215H011020Final Inspections1004/19/2205/02/2203/04/2203/17/2215H011030Contractor Pre-Punch Correctio505/03/2205/09/2203/18/2203/24/2215H011040Owner Walk105/10/2205/10/2203/25/2203/25/2215H011050Owner Corrections505/11/2205/17/2203/28/2204/01/2215H011060Final Clean405/18/2205/23/2204/04/2204/07/2215H011070Building Completion005/23/2204/07/2215H011080Non-Productive Weather Days (1910/21/2211/16/2208/15/2209/12/2215H01110005.10.2021 Weather Day110/31/2210/31/2215H011090Project Substantial Completion011/15/2211/15/2209/09/2209/09/2212201220112001230122011200122011201123012201120012301220122011200122011201123012201120012301220112001220ruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryFebruaryMarchAprilMayJuneJulyAugustSOctoberNDJanuaryF202120222023SidingRoofingSubgrade / Grade SidewalksFlatwork / FRP SidewalksTopsoil RespreadLandscapeSitework InspectionsShaw Pre-PunchFinal InspectionsContractor Pre-Punch CorrectionsOwner WalkOwner CorrectionsFinal CleanBuilding CompletionNon-Productive Weather Da05.10.2021 Weather DayProject Substantial CompletioSHAW CONSTRUCTION06.21.2021 - Burlingame Phase III - OAC Re-Sequence ScheduleBurlingame Ranch Phase 3 Print Date: 06/22/21 Data Date: 06/21/21 TASK filter: All ActivitiesRemaining Level of EffortActual Level of EffortProject Baseline BarActual WorkRemaining WorkCritical Remainin...Page 12 of 12Date RevisionCheckedApproved105 Material Testing & Special Inspection RFP: SELECTION COMMITTEE MEMO DATE: 7/5/21 TO: Aspen City Council FROM: Artaic Group (Project Manager) RE: CoA Project #2021-027: Burlingame Ranch Phase 3 Affordable Housing Development OCIP Policy Required 3rd Party Quality Assurance Services The Owner Controlled Insurance Policy requires the Owner to procure 3rd Party Consultant services to include 1) Technical Plan Review and 2) Third Party QA/QC Observations. The insurance carrier provided the scope narrative and a list of pre-approved candidates. Artaic Group contacted all five pre-approved candidates to solicit proposals. Upon receipt and review of four (4) proposals, we recommend contracting the required services, with ABCO Construction Services LLC, for the following reasons: 1. Qualifications: a. All firms are pre-approved, by the insurance carrier. 2. Scope: a. Paladin Risk Management does not provide the technical review and QA/QC observation scopes. They are being considered for Risk Management Review, which is an additional insurance requirement. b. La Jolla Pacific of Colorado did not specifically address the need for modular factory QA observations. Additionally, their technical plan review is limited to waterproofing and acoustical design assessment. c. AxisPointe did not specifically address the need for modular factory QA observations. Site observation scope appears to be limited by requiring the contractor to supplement their site time with additional reporting. There is concern their proposed scope will place additional burden, on the Contractor, compared to other candidates. d. ABCO Construction Services, LLC included an allowance for modular factory QA observations. ABCO and the carrier communicated directly, confirming their proposed scope meets the policy requirements. Members of the Project Management and Contractor teams have worked with ABCO, on past projects, with positive experiences. Lastly, ABCO received a positive reference, for a similar scope performed at a Town of Vail modular affordable housing project. In conclusion, Artaic Group recommends the City Council enter into a professional services agreement with ABCO Construction Services, LLC. End of Memo 106 City of AspenBurlingame Ranch Phase III Housing ProjectOCIP Required 3rd Party ServicesABCOAxisPointeLJPPaladinBase Fee52,850 42,295 57,585 2,500 Factory Visit Allowance4,500 ??NA TOTAL57,350$ 42,295$ 57,585$ 2,500$ Scopes IncludedRisk Management ReviewXTechnical Plan ReviewXXX-LimitedQA/QC InspectionsXXXModular Factory VisitsXVendor pre-approved by OCIP CarrierVendor pre-approved by OCIP CarrierVendor pre-approved by OCIP CarrierVendor pre-approved by OCIP CarrierCarrier spoke directly with ABCO and confirmed their scope appropriately accounts for the off-site modular componentsProposal did not specifically include off-site modular factory visits. Concerned their proposed scope and fee would need to be supplementedProposal did not specifically include off-site modular factory visits. Concerned their proposed scope and fee would need to be supplementedScope is limited to the Carrier's required Risk Management Review and Site Safety Liability InspectionABCO received a positive reference for the services provided to Town of Vail, for modular affordable housing projectScope and fee assumes contractor will be expected supplement their site time by providing data and photos as requested…placing a heavier burden on the contractorTechnical plan review limited to waterproofing and acoustical assessmentProject team has experience with ABCOProposal Analysis107 Project Summary Report Burlingame Phase 3 City of Aspen Generated Jul 5, 2021 by budget4cast.com 210705 BG3 Budget Report Budget Code Original Budget Reallocations Current Budget Committed Costs Approved Changes Requested Changes Uncommitted Costs Estimated Costs at Completion Projected Over/(Under)Total Costs to Date % Complete Balance to Finish A B A+B C D F G C+D+E+F+G (C+D+E+F+G) - (A+B)H+I (H+I) / (C+D+E+F+G)(C+D+E+F+G) - (H+I) Project Total 52,700,000.00 0.00 52,700,000.00 44,913,181.44 939,832.92 902,040.88 1,720,690.20 48,475,745.44 (4,224,254.56)9,910,007.14 20.00%38,565,738.30 Soft Costs 4,679,888.40 2,010,346.76 6,690,235.16 6,056,590.96 95,877.00 0.00 537,767.20 6,690,235.16 0.00 5,137,835.53 77.00%1,552,399.63 Architect & Engineering 1,482,525.10 188,556.00 1,671,081.10 1,575,204.10 95,877.00 0.00 0.00 1,671,081.10 0.00 1,318,443.13 79.00%352,637.97 PS101 — 2019 Misc. Expenses (soft) 40,825.13 0.00 40,825.13 40,825.13 0.00 0.00 0.00 40,825.13 0.00 40,825.13 100.00%0.00 PS102 — 2020 Misc. Expenses (soft) 8,379.97 0.00 8,379.97 8,379.97 0.00 0.00 0.00 8,379.97 0.00 8,379.97 100.00%0.00 PS110 — Concept & Outreach 233,985.00 0.00 233,985.00 230,625.00 3,360.00 0.00 0.00 233,985.00 0.00 230,099.03 98.00%3,885.97 PS120 — Design & Permit 837,335.00 0.00 837,335.00 837,335.00 0.00 0.00 0.00 837,335.00 0.00 837,335.00 100.00%0.00 PS130 — Construction Administration 330,700.00 213,756.00 544,456.00 451,939.00 92,517.00 0.00 0.00 544,456.00 0.00 201,804.00 37.00%342,652.00 PS140 — Photovoltaic Design 31,300.00 (25,200.00)6,100.00 6,100.00 0.00 0.00 0.00 6,100.00 0.00 0.00 0.00%6,100.00 Project Management 810,000.00 100,000.00 910,000.00 735,000.00 0.00 0.00 175,000.00 910,000.00 0.00 284,317.90 31.00%625,682.10 PS210 — Preconstruction 250,000.00 (47,498.00)202,502.00 202,502.00 0.00 0.00 0.00 202,502.00 0.00 193,053.90 95.00%9,448.10 PS220 — Construction 385,000.00 147,498.00 532,498.00 532,498.00 0.00 0.00 0.00 532,498.00 0.00 91,264.00 17.00%441,234.00 PS230 — Warranty Management 175,000.00 0.00 175,000.00 0.00 0.00 0.00 175,000.00 175,000.00 0.00 0.00 0.00%175,000.00 Survey 85,000.00 0.00 85,000.00 1,992.80 0.00 0.00 83,007.20 85,000.00 0.00 1,992.80 2.00%83,007.20 PS310 — Alta 5,000.00 (3,007.20)1,992.80 1,992.80 0.00 0.00 0.00 1,992.80 0.00 1,992.80 100.00%0.00 PS320 — Condo Mapping 80,000.00 3,007.20 83,007.20 0.00 0.00 0.00 83,007.20 83,007.20 0.00 0.00 0.00%83,007.20 Legal Fees 40,000.00 0.00 40,000.00 0.00 0.00 0.00 40,000.00 40,000.00 0.00 0.00 0.00%40,000.00 PS410 — Legal Fees 40,000.00 0.00 40,000.00 0.00 0.00 0.00 40,000.00 40,000.00 0.00 0.00 0.00%40,000.00 Advertising & Sales 20,000.00 0.00 20,000.00 0.00 0.00 0.00 20,000.00 20,000.00 0.00 0.00 0.00%20,000.00 PS510 — Advertising & Sales 20,000.00 0.00 20,000.00 0.00 0.00 0.00 20,000.00 20,000.00 0.00 0.00 0.00%20,000.00 Reimbursables 125,000.00 0.00 125,000.00 115,000.00 0.00 0.00 10,000.00 125,000.00 0.00 30,627.64 25.00%94,372.36 PS610 — 359 Design 75,000.00 0.00 75,000.00 75,000.00 0.00 0.00 0.00 75,000.00 0.00 29,187.02 39.00%45,812.98 PS620 — Artaic 40,000.00 0.00 40,000.00 40,000.00 0.00 0.00 0.00 40,000.00 0.00 1,440.62 4.00%38,559.38 PS630 — QA Services 10,000.00 0.00 10,000.00 0.00 0.00 0.00 10,000.00 10,000.00 0.00 0.00 0.00%10,000.00 Quality Assurance & Inspections 453,500.00 (107,500.00)346,000.00 136,240.00 0.00 0.00 209,760.00 346,000.00 0.00 9,300.00 3.00%336,700.00 QA110 — 3rd Party Plan Review 6,000.00 0.00 6,000.00 6,000.00 0.00 0.00 0.00 6,000.00 0.00 6,000.00 100.00%0.00 QA210 — Factory QA- Modular Consultant 45,000.00 (45,000.00)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00%0.00 QA220 — Factory QA- OCIP Inspector 35,000.00 (35,000.00)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00%0.00 108 Budget Code Original Budget Reallocations Current Budget Committed Costs Approved Changes Requested Changes Uncommitted Costs Estimated Costs at Completion Projected Over/(Under)Total Costs to Date % Complete Balance to Finish A B A+B C D F G C+D+E+F+G (C+D+E+F+G) - (A+B)H+I (H+I) / (C+D+E+F+G)(C+D+E+F+G) - (H+I) Project Total 52,700,000.00 0.00 52,700,000.00 44,913,181.44 939,832.92 902,040.88 1,720,690.20 48,475,745.44 (4,224,254.56)9,910,007.14 20.00%38,565,738.30 QA230 — Factory QA- Sound Testing 7,500.00 (7,500.00)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00%0.00 QA240 — Factory QA- Ready to Ship Inspector 60,000.00 0.00 60,000.00 49,000.00 0.00 0.00 11,000.00 60,000.00 0.00 3,300.00 6.00%56,700.00 QA310 — Site QA- Modular Consultant 55,000.00 (55,000.00)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00%0.00 QA320 — Site QA-OCIP Inspector 35,000.00 0.00 35,000.00 0.00 0.00 0.00 35,000.00 35,000.00 0.00 0.00 0.00%35,000.00 QA330 — Site QA- Material Testing & Special Inspections 65,000.00 35,000.00 100,000.00 81,240.00 0.00 0.00 18,760.00 100,000.00 0.00 0.00 0.00%100,000.00 QA340 — Site QA- Envelope Inspections 50,000.00 0.00 50,000.00 0.00 0.00 0.00 50,000.00 50,000.00 0.00 0.00 0.00%50,000.00 QA350 — Site QA- Commissioning 95,000.00 0.00 95,000.00 0.00 0.00 0.00 95,000.00 95,000.00 0.00 0.00 0.00%95,000.00 Insurance 700,000.00 1,779,123.68 2,479,123.68 2,479,123.68 0.00 0.00 0.00 2,479,123.68 0.00 2,479,123.68 100.00%0.00 IF100 — OCIP Management Fee 0.00 97,500.00 97,500.00 97,500.00 0.00 0.00 0.00 97,500.00 0.00 97,500.00 100.00%0.00 IF110 — OCIP Policy 700,000.00 1,681,623.68 2,381,623.68 2,381,623.68 0.00 0.00 0.00 2,381,623.68 0.00 2,381,623.68 100.00%0.00 IF120 — Builder's Risk Policy 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00%0.00 Permit Fees 963,863.30 50,167.08 1,014,030.38 1,014,030.38 0.00 0.00 0.00 1,014,030.38 0.00 1,014,030.38 100.00%0.00 PF210 — Plan Review Fees 0.00 5,000.00 5,000.00 5,000.00 0.00 0.00 0.00 5,000.00 0.00 5,000.00 100.00%0.00 PF220 — Building Permit Fees 113,863.30 (113,863.30)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00%0.00 PF230 — Impact/Other Fees 850,000.00 159,030.38 1,009,030.38 1,009,030.38 0.00 0.00 0.00 1,009,030.38 0.00 1,009,030.38 100.00%0.00 Hard Costs 40,287,392.48 1,498,117.80 41,785,510.28 38,856,590.48 843,955.92 902,040.88 1,182,923.00 41,785,510.28 0.00 4,772,171.61 11.00%37,013,338.67 General Construction 38,628,484.00 1,498,117.80 40,126,601.80 38,628,484.00 657,638.92 840,478.88 0.00 40,126,601.80 0.00 4,594,065.13 11.00%35,532,536.67 CON110 — Modular Construction 11,275,011.00 335,902.00 11,610,913.00 11,275,011.00 71,449.00 264,453.00 0.00 11,610,913.00 0.00 2,569,439.50 22.00%9,041,473.50 CON120 — Modular Transportation 1,054,568.00 0.00 1,054,568.00 1,054,568.00 0.00 0.00 0.00 1,054,568.00 0.00 0.00 0.00%1,054,568.00 CON210 — General Construction 25,918,905.00 1,162,215.80 27,081,120.80 25,918,905.00 586,189.92 576,025.88 0.00 27,081,120.80 0.00 2,024,625.63 7.00%25,056,495.17 CON220 — Photovoltaic Construction 380,000.00 0.00 380,000.00 380,000.00 0.00 0.00 0.00 380,000.00 0.00 0.00 0.00%380,000.00 Other Construction Cost 1,658,908.48 0.00 1,658,908.48 228,106.48 186,317.00 61,562.00 1,182,923.00 1,658,908.48 0.00 178,106.48 11.00%1,480,802.00 CON200 — GC Preconstruction Services 50,000.00 0.00 50,000.00 50,000.00 0.00 0.00 0.00 50,000.00 0.00 0.00 0.00%50,000.00 CON230 — Contractor's Contingency 1,232,202.00 0.00 1,232,202.00 0.00 186,317.00 61,562.00 984,323.00 1,232,202.00 0.00 0.00 0.00%1,232,202.00 CON500 — 2019 Misc. Expenses (hard) 142,365.00 0.00 142,365.00 142,365.00 0.00 0.00 0.00 142,365.00 0.00 142,365.00 100.00%0.00 CON600 — 2020 Misc. Expenses (hard) 9,341.48 0.00 9,341.48 9,341.48 0.00 0.00 0.00 9,341.48 0.00 9,341.48 100.00%0.00 CON700 — 2021-2022 Misc. Expenses 150,000.00 0.00 150,000.00 26,400.00 0.00 0.00 123,600.00 150,000.00 0.00 26,400.00 18.00%123,600.00 109 Budget Code Original Budget Reallocations Current Budget Committed Costs Approved Changes Requested Changes Uncommitted Costs Estimated Costs at Completion Projected Over/(Under)Total Costs to Date % Complete Balance to Finish A B A+B C D F G C+D+E+F+G (C+D+E+F+G) - (A+B)H+I (H+I) / (C+D+E+F+G)(C+D+E+F+G) - (H+I) Project Total 52,700,000.00 0.00 52,700,000.00 44,913,181.44 939,832.92 902,040.88 1,720,690.20 48,475,745.44 (4,224,254.56)9,910,007.14 20.00%38,565,738.30 CON800 — Site Amenities 75,000.00 0.00 75,000.00 0.00 0.00 0.00 75,000.00 75,000.00 0.00 0.00 0.00%75,000.00 Contingency 7,732,719.12 (3,508,464.56)4,224,254.56 0.00 0.00 0.00 0.00 0.00 (4,224,254.56)0.00 0.00%0.00 Owner Contingency 7,732,719.12 (3,508,464.56)4,224,254.56 0.00 0.00 0.00 0.00 0.00 (4,224,254.56)0.00 0.00%0.00 OC100 — Contingency- Soft Costs 286,350.00 (286,350.00)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00%0.00 OC200 — Contingency- Modular 1,232,958.00 (335,902.00)897,056.00 0.00 0.00 0.00 0.00 0.00 (897,056.00)0.00 0.00%0.00 OC300 — Contingency- Construction 2,758,110.70 0.00 2,758,110.70 0.00 0.00 0.00 0.00 0.00 (2,758,110.70)0.00 0.00%0.00 OC400 — Contingency- Escalation 3,455,300.42 (2,886,212.56)569,087.86 0.00 0.00 0.00 0.00 0.00 (569,087.86)0.00 0.00%0.00 Project Total 52,700,000.00 0.00 52,700,000.00 44,913,181.44 939,832.92 902,040.88 1,720,690.20 48,475,745.44 -4,224,254.56 9,910,007.14 20.00%38,565,738.30 110 7 B8: Foundation waterproofing complete. SOG radon prep and vapor barrier ready for concrete B9: Foundation waterproofing started 7/1 111 8 B10: Footing formed and scheduled to pour 7/2 B11: Foundation wall forming in progress 112 9 B12: Foundation excavation in progress 113 6/25/21 site Description Taken Date 2021/06/25 08:07:50 Upload Date 2021/06/25 08:08:11 Uploaded By Todd Skidmore File Name C7AA5DE8-60AB-4A07-… 6/25/21 site Description Taken Date 2021/06/25 08:05:43 Upload Date 2021/06/25 08:05:48 Uploaded By Todd Skidmore File Name 34A50246-2425-4977-8… Shaw Construction Printed on Fri Jun 25, 2021 at 10:08 am MDT Job #: 20268 Burlingame Ranch Phase III 223 Paepcke Drive Aspen , Colorado 81611 Page 1 of 7 114 bldg 11 footer rebar west to east 6/25/21 Description Taken Date 2021/06/25 07:55:33 Upload Date 2021/06/25 07:55:47 Uploaded By Todd Skidmore File Name 60E08CF6-7A99-4BA8-B… 6/25/21 site Description Taken Date 2021/06/25 07:26:43 Upload Date 2021/06/25 07:26:46 Uploaded By Todd Skidmore File Name D78B45E7-5ADB-44F8-9… Shaw Construction Printed on Fri Jun 25, 2021 at 10:08 am MDT Job #: 20268 Burlingame Ranch Phase III 223 Paepcke Drive Aspen , Colorado 81611 Page 2 of 7 115 6/25/21 site Description Taken Date 2021/06/25 07:24:30 Upload Date 2021/06/25 07:24:32 Uploaded By Todd Skidmore File Name 7421768D-1D2B-4B88-A… Photos From Daily Log Description Taken Date 2021/06/25 06:18:14 Upload Date 2021/06/25 06:36:35 Uploaded By Daniel Bickes File Name 0C0232EB-5338-49E5-8… Shaw Construction Printed on Fri Jun 25, 2021 at 10:08 am MDT Job #: 20268 Burlingame Ranch Phase III 223 Paepcke Drive Aspen , Colorado 81611 Page 3 of 7 116 Photos From Daily Log Description Taken Date 2021/06/25 06:16:14 Upload Date 2021/06/25 06:36:35 Uploaded By Daniel Bickes File Name 5B9887FF-C279-49F8-B… Photos From Daily Log Description Taken Date 2021/06/24 12:20:32 Upload Date 2021/06/24 12:20:41 Uploaded By Daniel Bickes File Name F8E802C6-2D1D-4144-8… Shaw Construction Printed on Fri Jun 25, 2021 at 10:08 am MDT Job #: 20268 Burlingame Ranch Phase III 223 Paepcke Drive Aspen , Colorado 81611 Page 4 of 7 117 Photos From Daily Log Description Taken Date 2021/06/24 09:38:00 Upload Date 2021/06/24 09:41:58 Uploaded By Daniel Bickes File Name 61C7440D-4313-4A1E-8… Photos From Daily Log Description Taken Date 2021/06/24 06:18:38 Upload Date 2021/06/24 06:27:34 Uploaded By Daniel Bickes File Name 1712A13C-D429-4497-B… Shaw Construction Printed on Fri Jun 25, 2021 at 10:08 am MDT Job #: 20268 Burlingame Ranch Phase III 223 Paepcke Drive Aspen , Colorado 81611 Page 5 of 7 118 Photos From Daily Log Description Taken Date 2021/06/23 13:25:28 Upload Date 2021/06/23 13:25:56 Uploaded By Daniel Bickes File Name 4BD411BB-C911-4350-B… Photos From Daily Log Description Taken Date 2021/06/14 09:09:54 Upload Date 2021/06/14 09:12:06 Uploaded By Daniel Bickes File Name 8B1F5C2D-ABFC-43A4-A… Shaw Construction Printed on Fri Jun 25, 2021 at 10:08 am MDT Job #: 20268 Burlingame Ranch Phase III 223 Paepcke Drive Aspen , Colorado 81611 Page 6 of 7 119 Photos From Daily Log Description Taken Date 2021/06/02 06:05:29 Upload Date 2021/06/02 06:20:40 Uploaded By Daniel Bickes File Name 5DDBA87D-FB0C-48EA-… Shaw Construction Printed on Fri Jun 25, 2021 at 10:08 am MDT Job #: 20268 Burlingame Ranch Phase III 223 Paepcke Drive Aspen , Colorado 81611 Page 7 of 7 120 MEMORANDUM TO:Mayor and City Council FROM: Nicole Henning, City Clerk DATE OF MEMO:July 9th, 2021 MEETING DATE:July 13th, 2021 RE:Board Appointments By adopting the Consent Calendar, Council is making the following Board Appointments: ARC Advisory Committee – Candace Cross and Jay Scharer as regular members Board of Adjustment – Andrew Sandler, Ashley Feddersen, Jim Farrey and Collin Frank as regular members Historic Preservation Commission – Roger Moyer as a regular member Open Space and Trails Board – Ann Mullins as an alternate member Planning & Zoning Commission – Ruth Carver and Sam Rose as regular members Local Licensing Authority – Amos Underwood and Bryan Semel as regular members 121 1 REGULAR MEETING ASPEN CITY COUNCIL JUNE 22ND, 2021 At 5:00 p.m. Mayor Torre called the regular meeting to order with Councilors Richards, Mullins, Mesirow, and Hauenstein in attendance. CITIZEN COMMENTS:Scott Ormond – Mr. Ormond said he works for a resident inthe west end on Smuggler Street. He is a representative of the West End Pedestrian Safety Group and said there is also a website under the same name. On that website, they have a mission statement and other information that he recommends checking out. He said many people use the west end as a shortcut out of town. On any given day there are hundreds or thousands of cars racing through these neighborhoods to exit town and it creates a dangerous environment for residents on Smuggler Street. The children are in a dangerous situation, and they can’t go outside during these hours from 4-6 pm. These short cutters should get in line on Main Street with everyone else. If we need to stage an officer or do a detour or make this area a bike pedestrian corridor like other area, we should do that before someone gets injured or killed. We need to fix this problem. Councilor Hauenstein said they will look into it and see what they can do. Mayor Torre asked TrishAragon, City Engineer, about Scott’s comments and if she has any new thoughts. Ms. Aragon mentioned the bikeways that have been put in. She said they recognize the afternoon traffic and there isn’t anywhere for pedestrians to go with no pedestrian infrastructure. They are currently trying to see how to balance all needs. Mayor Torre asked City Manager, Sara Ott, about putting signage up. She said it’s a false promise to the neighborhood because they can’t regulate that. City Attorney, Jim True, agreed and said it’s hard to enforce. Ms. Ott said it’s a question of resources. Mayor Torre asked if they could get data on the amount of traffic that moves through that area. Ms. Ott said she can get these numbers to them in an info only memo, but the numbers are probably four years old at this point. Councilor Doyle said the traffic going to and from the music tent during the summer for concerts is also a problem as people are running stop signs and speeding. It’s a bigger problem than people just leaving town. Ms. Ott said she can come back to council with some options in an info only memo. Councilor Richards said she has great empathy on where they are coming from and said it’s the whole west end because it’s the default exit. She’d love to have more current counting information. Councilor Mesirow said it’s definitely a problem and he’s used that route as well. If there’s something more we can do, he’d like to start with information. He wants to understand the tradeoffs before we give a false sense of hope. Ms. Aragon said that for the 2022 capital budget, we do have monies to study the west end traffic issue. COUNCIL COMMENTS: Councilor Richards said she wants to remind everyone that we are not out of the pandemic yet. We received an email about a traditional gathering and parade this summer. She doesn’t want Aspen to become the center of a super spreader event. It’s blowing up in Garfield and Mesa counties again. From 9 News, Missouri is the only state that has more delta cases than Colorado and she read an excerpt from the story. Councilor Hauenstein said the most important thing to do is get vaccinated. If you want to have a lot of fun this summer, get vaccinated. 122 2 REGULAR MEETING ASPEN CITY COUNCIL JUNE 22ND, 2021 Mayor Torre led a remembrance of Chason Russel who passed away this week in a kayaking accident. He was a true mountain lover and loved giving back to the community. He loved serving on Mountain Rescue. He asked for a moment of silence for Chason. He said next Tuesday June 29 th from 5 to 7, there is a conversation about the Pandoras ski area regarding the forthcoming plans coming in for approval. This year the theme of the 4th of July is an old-fashioned 4 th. It should be a hell of a good time. Go to aspen4th.com or to the ACRA website or the City of Aspen special events page to find out details about the 4th. Please be patient with your traditions and look for new ones this year. You can sign up for the parade on this website as well. AGENDA AMENDMENTS: Mr. True said he would like to move the vote of Mayor Pro Tem to before the consent calendar and said council can do this by motion. CITY MANAGER COMMENTS: Ms. Ott said the city is coordinating with Pitkin County for resources for the Sylan fire. Pre-evacuations are in place for the Frying Pan area. Secondly, she has an important announcement on Jeff Woods, the former manager of Parks and Recreation. He has been nominated and accepted as a fellow in the American Society of Landscape Architects. He is only one of 35 in North America to receive this honor. His imprint in Aspen will live on beyond all of us. She read an excerpt from his nomination to honor his legacy. There will be a formal presentation from the society this fall on the east coast in Tennessee. He will be visiting Aspen later this week, but please drop him a note to congratulate him on this amazing accomplishment. Lastly, she asked Tyler Christoff and Steve Hunter from the Utilities department for an update on the current drought conditions. Mr. Hunter said about two months ago, the entire state was in some level of drought. This has changed on the eastern slope, and they are now out of drought conditions. Everything to the west of the continental divide is still in a drought. We’ve deteriorated as the front range has improved dramatically. The drought monitor is published everything Thursday. We are in level two, which is severe drought. It’s dire in other western states also, such as, Arizona, Utah, and New Mexico. We’d like to give you once a month updates on this and have been getting calls on a daily basis from customers and have been sending out flyers with the water bills. They are going to continue to monitor this behind the scenes and have good awareness and compliance in the community. Councilor Richards said there is a joint BOCC meetingon August 3 rd, so we should have discussion on this. Everyone is feeling it and we need to take this seriously. Ms. Ott said that tomorrow we are moving to stage 2 water and fire restrictions. Councilor Hauensteinasked about streamflow of Maroon and Castle and Mr. Christoff said they are at the 45th percentile. Mr. Hunter said they are well south of where they should be. BOARD REPORTS: Councilor Hauenstein said that he had CCLC, and they discussed the Saturday market which started two weeks ago. This was the best opening Saturday they’ve had in a very long time. He brought up the bear issue downtown and keeping alleys clean. 123 3 REGULAR MEETING ASPEN CITY COUNCIL JUNE 22ND, 2021 Councilor Doyle said he attended the Nordic Council and they presented needs for having snowmaking to create a three-kilometer loop on the Moore fields to have enough snow to make a place where skiing can happen and are looking into more infrastructure questions. He spoke about water shortages. Mayor Torre asked about the mixed-use trail on the Rio Grande. Austin Weiss, the Parks & Open Space Director, said there is a lot of compelling data from open space that people really enjoyed it. This is a case where we can’t please every user group, but we did collect a lot of data, and most people were in favor of it. We are going to be coming back with an info only memo to follow up. Councilor Hauenstein said he had CORE and had a review of the financials, and it was John’s first meeting. Councilor Doyle updated on this item and they both said they will give more information during the Board Reports work session. Councilor Richards said the CML annual general business meeting was held yesterday, and she was unable to attend. Tara Nelson was able to attend, and they discussed the budget for the coming year. Councilor Mesirow said he had APCHA, and they passed on second reading, regulation changes which includes inspections prior to listing for sale. They also discussed doing a comprehensive study of energy efficiency. The board gave a unified direction as to how to make that work. This is a really big step forward in people being held accountable. There’s a lot of “how” that will be forthcoming, and we expect to see more details as we move forward. Mayor Torre asked for a summary of regulations that were passed and Councilor Mesirow said he will pass it along to the council. Mayor Torre said ACRA meets this Tuesday morning, and he has no other reports. He introduced the motion for Mayor Pro Tem and said in a prior discussion everyone agreed to have Ward continue on as Mayor Pro Tem. Councilor Mesirow motioned to approve Ward as Mayor Pro Tem by acclimation; Councilor Richards seconded. All in favor, motion carried. CONSENT CALENDAR: Mayor Torre pulled Resolution #055, #057 and #058 about fleet changeover. Councilor Hauenstein pulled #059 and #062. Resolution #055, Series of 2021- CDOT Agreement for Aspen Roundabout Improvements Mayor Torre asked them to speak about what the contract means and what to expect. Jack Danneberg, Pete Rice and Trish Aragon of the Engineering Department were present to answer questions along with Bart Necessary with CDOT available to answer questions on WebEx. The project is a major maintenance project run by CDOT for resurfacing from the ABC up to the Castle Creek bridge. This will fund the difference between concrete and asphalt. We are making a million-dollar investment on a 7-million- dollar project. This is a good return on investment. You’ve seen a traffic study that incorporates signage, etc. and this is helping us maintain control of our infrastructure. CDOT wants the roundabout be the first piece of the project. We will come to council at a later date for a work session to make sure everyone is aware of what’s coming down the pipe. Pete Rice said they will fully replace the west side of the Castle Creek bridge. 124 4 REGULAR MEETING ASPEN CITY COUNCIL JUNE 22ND, 2021 Mayor Torre said this would close the whole bridge and Mr. Rice said it would be similar to what they’ve done in the past, and they would reroute traffic through the west end. Councilor Hauenstein pushed for this, for CDOT, RFTAand the city of Aspen to use low carbon concrete. Let’s keep looking at it and if we can have it available here in the valley. Resolution #057 and #058, Series of 2021 – Replacement Pickups for Electric Department - Jerry Nye, Streets Superintendent, Tyler Christoff, Utilities Operation Manager Councilor Mesirow asked them to speak to whether nonelectric options were considered. Mr. Nye said these trucks carry a lot of weight, so based on that alone, electric wasn’t an option. Mr. Christoff said they’re continually watching this technology, and we aren’t seeing anything on the market which matches what we need. Resolution #059, Series of 2021 – Approval of On-Call Contract for Telemetry, Software, and Electric Services with Timber Line Electric and Control Corporation – Tyler Christoff, Utilities Operation Manager and Justin Foreman, Utilities Operation Manager Councilor Hauenstein said his concern is with cyber security and what level experience Timber Line has with it. Mr. Christoff said that a member of our IT staff is trained for this and is doing our check and balances with this vendor. We are going through EPA mandated risk and assessment, and we feel pretty good about where we sit today. Resolution #062, Series of 2021 – DHM Lumberyard Contract Addendum #5, Housing Needs Study & Land Use Pre-Application Support - Chris Everson. Councilor Hauenstein said there has been a lot of public outreach on this and it’s mentioned that they are aware of 2018 valley wide study. He wants to know how a free-market study is relevant to work force housing. He also wants to know why we are paying for a trend analysis for the mid and lower valley. Mr. Everson said this scope of work came out of the March 8 th work session. The city of Aspen received seven proposals and are interviewing four of those teams this Friday here in council chambers. They hope to have a contract to council by July 13th. This scope of work ties into this contract. We’ve had concern in the past about only looking at income levels of the upper valley, so also looking at the lower valley, helps us know what incomes to serve overall. Councilor Richards motioned to approve the consent calendar; Councilor Hauenstein seconded. Mayor Torre thanked Nicole (City Clerk) for the minutes. Roll call vote: Doyle, yes; Hauenstein, yes; Mesirow, yes; Richards, yes; Torre, yes. 5-0, motion carried. Ms. Ott made a note about Club 20, so she will handle administratively to appoint Tara Nelson, who will have voting authority. Councilor Richards said the city is a member and she is also a member. Ms. Ott said they can talk offline about it. PUBLIC HEARING: Ordinance #15, Series of 2021- 925 King Street – Minor Subdivision and Establishment of TDR’s – Michelle Bonfils-Thibeault and Sara Adams of Bendon Adams Ms. Bonfils-Thibeault said that all council members were in attendance at the site visit today at noon. 125 5 REGULAR MEETING ASPEN CITY COUNCIL JUNE 22ND, 2021 Ms. Adams gave a background of the property and showed an 1896 Willits map, which shows a mix of mining claims and shacks. She showed the existing conditions and said she is working with historic preservation staff to restore these two buildings on site. The first six buildings on this site are approved for demolition and are non-historic and building 7 and 8 are the ones on site to be restored. The review criteria for the lot split are: 1. There is guaranteed access to a public way 2. There is alignment with the original townsite 3. There are no nonconformities created or increased and 4. Zoning Conformance. She explained how they met each of these. She showed the lot split and parcels 2a and 2b. She said the Historic Preservation Commission was supportive of this application. Ms. Bonfils-Thibeault said in general, this application meets all requirements and went through the criteria again. She showed the breakdown of square footage allowed for each lot, which is also in the packet. Councilor Hauenstein asked for clarification on the calculation of the TDR’s. Ms. Adams, Ms. Bonfils- Thibeault and Amy Simon provided explanation. Councilor Hauenstein suggested a double dip and Ms. Simon said there is none. Councilor Hauenstein asked about lot 2a not being designated historic and Mr. True noted modified language in the ordinance that 2A will not be designated historic. Councilor Richards said she is curious about the ditch on the property and who has water rights. She wants to make sure we’re not losing any senior water rights. Mr. True explained the current situation and said it is an on-going discussion and does not think there is any risk. Council continued to discuss lot split versus subdivision. Ms. Bonfils-Thibeault explained the TDR criteria and how the project meets the requirements. She that both HPC and staff recommends adoption of Ordinance #15, Series of 2021. Council continued to ask clarifying questions. Mayor Torre opened the public hearing. Mayor Torre closed the public hearing. Mayor Torre asked Mr. True about the water rights and if we have the assurances that we need. Mr. True said we will continue to work on the status of the abandonment, appropriately, but it’s really not connected to this application. There is no language here addressing the water, and this is not the place to do that. Mayor Torre asked if the language in the ordinance regarding further lot split or subdivision is covered appropriately. Ms. Bonfils-Thibeault said she has a minor amendment to section 2 to strengthen that. Mr. True clarified that Michelle’s language is regarding historic designation so council will need to propose language if they want something added. Mr. True suggested adding clarification to section 3. Ms. Bonfils-Thibeault read the suggested language, which is an amendment to the language in the Councilor Hauensteinsees no reason to deny the subdivision but would like to strike section 8. Councilor Richards agreed. She might be welcome to TDRs in the future, but it’s too unknown. Ms. Adams asked if she can withdraw that piece since they are not denying it. 126 6 REGULAR MEETING ASPEN CITY COUNCIL JUNE 22ND, 2021 Mr. True suggested adding a whereas clause so that it does not appear to be a denial. Council Hauenstein motioned to approve Ordinance #15, Series of 2021 with the exception of section 8. Mr. True changed his mind and said that council should just accept the withdraw of the TDRs. Councilor Hauensteinrevised his motion acknowledging the withdraw of TDRs. Councilor Richards seconded the motion. Phillip Supino, Community Development Director, asked for fiveminutes to re-write the motion to include all changes. Council agreed to give them five minutes and Mayor Torre said council will reconvene at 7:41 p.m. Councilor Hauensteinwithdrew his motion. Councilor Hauensteinmotioned to adopt Ordinance #15, Series of 2021 as amended by Philip Supino. Mr. Supino read the motion; Councilor Richards seconded. Mr. True added another small amendment to section 2. Councilor Richards and Hauenstein both accepted the amendment. Councilor Mesirow saidthe site visit was great. The more we can do this, the better, now that we are getting back to normal. He was having flashbacks of Hotel Lenado in regard to this project. Councilor Doyle said healso enjoyed the site visit today. Roll call vote: Doyle, yes; Hauenstein, yes; Mesirow, yes; Richards, yes; Torre, yes. 5-0, motion carried. Mr. True introduced the executive session. Councilor Richards motioned to move into executive session; Councilor Doyle seconded. Roll call vote: Doyle, yes; Hauenstein, yes; Mesirow, yes; Richards, yes; Torre, yes. 5-0, motion carried. _______________________________ City Clerk, Nicole Henning 127 MEMORANDUM TO: Mayor Torre and Aspen City Council THROUGH: Phillip Supino, Community Development Director FROM: Sarah Yoon, Historic Preservation Planner MEMO DATE: July 5, 2021 MEETING DATE: July 13, 2021 RE: Call Up Notice, HPC approval for 121 W. Bleeker – Conceptual Major Development, Relocation, Setback Variations, and Floor Area Bonus APPLICANT: 121 W Bleeker LLC REPRESENTATIVE: 1 Friday Design LOCATION: Street Address: 121 W. Bleeker Street Legal Description: the East ½ of Lot C, all of Lot D, and the West ½ of Lot E, Block 58, City and Townsite of Aspen, Colorado Parcel Identification: PID# 2735-124-39-003 CURRENT ZONING & USE: R-6 (Moderate-Density Residential); Residential Use PROPOSED USE: No change PROCESS SUMMARY: Certain land use approvals granted by HPC or P&Z require that Council be notified of the decision through a brief staff summary. The notification is not a public hearing and no applicant presentation or public comment has been accepted in the past. During the Call Up Notice, City Council may uphold the HPC or P&Z decision. Alternatively, Council may request more detailed information be provided through a presentation by staff and the applicant at a future meeting. After hearing the additional project description, Council may uphold the boards’ decision or may remand it to require reconsideration of specific issues at a new public hearing. HPC’s or P&Z’s decision on remand shall be final. BACKGROUND: 121 W. Bleeker contains a Victorian era home on a 6,000 sf lot in the R-6 residential zone district. The home was historically designated in 1992 via Ordinance 34, Series of 1992. Exterior alterations including new dormers and a new side porch were added to the resource in the early 1990s. The home appears to be in its historic location but the alterations have resulted in the loss of historic building material to the rear of the property. Site Locator Map – 121 W. Bleeker 121 128 STAFF RECOMMENDATION: The proposal for Conceptual Major Development includes removing impactful additions made to the Victorian, and the construction of a new addition to the rear of the property. Relocation is triggered for the purposes of excavating the subgrade space. The historic home will be put back in its historic location on site and the height will be maintained. The Historic Preservation Commission (HPC) reviewed the application for Conceptual Development on March 24th and recommended restudy of the new addition and the side yard setback request for the proposed exterior staircase on the west side of the property. The applicant returned to HPC with a revised design that realigned the massing of the new addition behind the historic resource and removed the exterior staircase and request for a west side yard setback variation. The approved design was granted an east side yard setback variation for mechanical equipment and a rear yard setback variation for the living space above the garage addition and the basement. The property provides for two compliant parking spaces and the massing of the garage meets the underlying zoning requirement. A 205 s.f. Floor Area Bonus was granted for the proposed design. Staff supported the proposal with conditions at the second public hearing on May 26th and HPC approved Conceptual Major Development, Relocation, Setback Variations and a 205 s.f. Floor Area Bonus with conditions by a 7-0 vote. Staff recommends City Council uphold HPC’s decision. FINANCIAL IMPACTS: N/A ENVIRONMENTAL IMPACTS: N/A ALTERNATIVES: N/A RECOMMENDATION: Staff recommends Council uphold HPC’s decision. Alternative Motion for Call-up “I move to call-up HPC’s approval for 121 W. Bleeker – Conceptual Major Development, Relocation, Setback Variations, and Floor Area Bonus.” CITY MANAGER COMMENTS: _______________________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________. EXHIBITS: A – HPC memo, May 26, 2021 B – HPC approved application C – HPC meeting minutes, May 26, 2021 D – HPC Resolution #10, Series of 2021 Figure 1 – 121 W. Bleeker, 2021 129 Page 1 of 7 130 South Galena Street Aspen, CO 81611-1975 | P: 970.920.5197 | cityofaspen.com Memorandum TO: Aspen Historic Preservation Commission FROM: Sarah Yoon, Historic Preservation Planner THROUGH: Amy Simon, Planning Director MEETING DATE: May 26, 2021 RE: 121 West Bleeker Street – Conceptual Major Development, Relocation, Dimensional Variations and a Floor Area Bonus, PUBLIC HEARING CONTINUED FROM MARCH 24th APPLICANT /OWNER: 121 W Bleeker LLC REPRESENTATIVE: 1 Friday Design LOCATION: Street Address: 121 W. Bleeker Street Legal Description: The East ½ of Lot C, All of Lot D, and the West ½ of Lot E, Block 58, City and Townsite of Aspen, Colorado Parcel Identification Number: PID# 2735-124-39-003 CURRENT ZONING & USE R-6 (Moderate-Density Residential); Single-family home PROPOSED ZONING & USE: No change SUMMARY: The applicant requests approval for Conceptual Major Development to demolish all non-historic alterations and additions, to relocate the historic home on a new basement and to construct a new addition to the rear of the property. Dimensional variations and a 250 s.f. floor area bonus are requested for this proposal. As a historically designated landmark, the project is exempt from Residential Design Standards Review (RDS). STAFF RECOMMENDATION: Staff recommends approval with conditions listed on page 6 of this memo. Site Locator Map – 121 W. Bleeker Street 121 130 Page 2 of 7 130 South Galena Street Aspen, CO 81611-1975 | P: 970.920.5197 | cityofaspen.com BACKGROUND: 121 W. Bleeker is a 6,000 s.f. lot in the R-6 residential zone district. This property contains a Victorian era home that was historically designated via Ordinance 34, Series of 1992. Building permit records show various alterations were made to the historic resource that include the addition of large dormers and a new porch to the west elevation. Setback variances for these extensions were granted by the Board of Adjustment in the early 1990s. Although the Sanborn Map indicates the home is in its original location, numerous alterations have resulted in the loss of historic building fabric. REQUEST OF HISTORIC PRESERVATION COMMISSION (HPC) The Applicant is requesting the following land use approvals: • Major Development (Section 26.415.070.D) to demolish non-historic alterations and additions made to the historic home and construct a new addition to the rear of the property. • Relocation (Section 26.415.090) to place the historic resource on a new basement but maintain the same location on the site. • Setback Variation (Section 26.415.110.C) to grant setback reductions for the proposed mechanical equipment. • Floor Area Bonus (Section 26.415.110.F) to request up to 250 sf of additional floor area. The Historic Preservation Commission (HPC) is the final review authority, however, Conceptual approval is subject to Call-up Notice by City Council. PROJECT SUMMARY: The applicant proposes to remove all detrimental alterations on the historic resource and to restore it back to its historic appearance. Excavation for a new basement is proposed and the historic home will be relocated on a new foundation but maintain its historic location on the lot. The new addition is concentrated to the rear of the property and large lightwells along the east side of the lot to provide adequate daylighting into the subgrade space. Dimensional variations for the new mechanical equipment and a 250 s.f. floor area bonus are requested for this design. STAFF COMMENTS: The Historic Preservation Commission (HPC) reviewed the application for Conceptual Development on March 24th and recommended continuation to restudy the massing of the new addition and the exterior staircase located in the west side yard setback. In response to the comments, the applicant has removed the exterior staircase and concentrated the massing of the addition behind the historic resource. Staff finds the revised design successfully addresses the massing concerns as perceived from the street and reduces the number of setback variation requests. Staff supports the removal of all non-historic additions and recommends the applicant work closely with City staff on the restoration details for the historic resource. The proposed Figure 1 – 121 W. Bleeker, 2000 131 Page 3 of 7 130 South Galena Street Aspen, CO 81611-1975 | P: 970.920.5197 | cityofaspen.com connecting element, which is wider than typically allowed, is appropriate for this project because much of the south wall of the historic house has been demolished in the past. Staff supports the request for setback variations and a floor area bonus of up to 250 s.f. because the proposed design meets all relevant criteria. See Exhibit A.3 and A.4 for detailed findings. Staff recommends HPC review the following topics: 1. Site Planning and Relocation: The historic resource appears to be in its original location according to the Sanborn Map. There are two large cottonwood tree street trees along West Bleeker Street and alley access for parking. A simple stone walkway is proposed with a bend due to the drip line of the cottonwood tree. Staff recommends the walkway be no more than 3’ in width, utilizing a historic native stone such as red sandstone, set in sand (Design Guideline 1.6). The green space that dominates the front of the site complements the historic resource and supports the idea of a traditional yard as designed. Patio spaces are proposed directly behind the historic resource on the east and west side of the lot. To comply with the zoning requirements, the applicant has confirmed that the fire feature and BBQ grill have been removed from the street facing patio. The proposed exterior cabinet must be code compliant to remain. Staff recommends the patio spaces abutting the historic resource be pulled away from the corners so that the resource meets natural landscape rather than the paving material. Staff supports the location of the addition on the lot and find the revised building footprint to be visually compatible when viewed from the street. The historic resource will sit on a new basement foundation, and a light well is proposed on the east façade of the historic home. The foundation detail must be similar in design and materials to the historic foundation and the curb height of the lightwell must be 6” or less in height to minimize visual impact. The proposed light wells along the east side of the property servicing the subgrade space spans nearly 14 feet. Although this feature is designed to provide maximum daylighting to the space below, staff recommends a reduction of the overall feature (Design Guideline 9.5 and 9.6). Figure 2 – Proposed Site Plan 132 Page 4 of 7 130 South Galena Street Aspen, CO 81611-1975 | P: 970.920.5197 | cityofaspen.com 2. Historic Landmark – Restoration: Building permit files indicate the existing dormers on the Victorian were added in the 1960s, and a series of other additions and alterations followed. The entry porch was enclosed sometime between 1970-1980, and in 1991 a permit was issued to add another porch feature to the west elevation. The applicant proposes to remove the alterations that directly impact the historic resource and to restore the resource using historic photographs. Staff supports the restoration of the resource using historic documentation, building permit files and physical inspection. It is important to note that the applicant will need to work closely with the Zoning and Building Department to ensure that the existing height conditions are maintained. Staff recommends the applicant work closely with staff to ensure restoration details are accurate. 3. New Addition – Form, Materials and Fenestration: The new addition has a 12’ long one- story connecting element directly behind the historic landmark. Since the historic resource is taller than the proposed addition, a standard connecting element is not required. The proposed connecting element is wider than the typical passageway but provides an adequate distance between the old and the new structures. Gabled roof forms and cedar siding are proposed for the new addition, which relates to the historic resource. The proposed fenestration deviates from the historic resource (Design Guideline 10.6). The new addition is pushed to the rear of the lot with the landmark remaining in its historic location. The garage portion on the new addition is approximately 50 feet back from the front façade of the historic resource. The revised design reduces the appearance of the second floor massing of the addition by aligning it more directly on axis with the resource, and the exterior staircase that extended into the west side yard setback has been removed, further reducing the mass. Staff finds the revised design minimizes the visual impact of the addition as it is perceived from the street (Design Guideline 10.10). Figure 3 – North (Front) Elevation Figure 4 – Revised North (Front) Elevation 133 Page 5 of 7 130 South Galena Street Aspen, CO 81611-1975 | P: 970.920.5197 | cityofaspen.com 4. Dimensional Variations & Floor Area Bonus: Setback variations and floor area bonuses are benefits available to historic properties if granted by the HPC. All historic preservation benefits are granted as site-specific approvals that are tied to a specific design reviewed for compatibility and appropriateness. Setback Variations: The applicant requests a reduction from the 10’ rear yard setback requirement for the proposed addition, above and below grade. The proposed design shows the subgrade level within the rear yard setback by approximately 5’. The proposed above grade two-car garage addition has livable space on top that is also 5’ within the rear yard setback. The mechanical equipment proposed in the east side yard setback is taller than 30” and needs a 3’-10” side yard setback reduction. Staff finds the request for the rear yard setback and east side yard setback variations meet the criteria. Floor Area Bonus: The applicant plans to demolish the incompatible addition and restore important architectural features such as the front porch and chimney. The proposed design reinforces the front entry as the main entrance to the home and the proposed restoration efforts will vastly improve the visual appearance of the historic home. The revised addition meets the design guidelines for compatibility, and lightwells are proposed to help improve livability for the subgrade addition. Staff finds the restoration efforts and the revised design of the addition meet the criteria for a floor area bonus. REFERRAL COMMENTS: The application was referred out to other City departments who have requirements that will significantly affect the permit review. Please see Exhibit B for full comments. A summary of the comments that must be resolved before HPC or carried forward as conditions of approval are: Engineering Department: 1. Proposed excavation for a water service line within the drip line of a large tree will need to be reviewed by the Parks Department. 2. Location of drywells need to be minimum of 10’ away from the property lines. A variance request can be submitted for review. 3. Clarification regarding the transformer is required. Information about available capacity needs to be reviewed by the City Electric Department. Building Department: 1. Fire sprinklers will be required because the fire area exceeds 5,000 s.f. 2. Proposed exterior stairs to the roof deck does not meet fire separation distance requirements. 3. Window wells without guard protection are not allowed in a patio. 4. An emergency escape and rescue opening is needed for the guest master suite located in the historic resource. 5. The location of hot tub proposed on the roof deck needs to be 18” from the edge of the deck, or a guard needs to extend 18” above the top of the hot tub. 134 Page 6 of 7 130 South Galena Street Aspen, CO 81611-1975 | P: 970.920.5197 | cityofaspen.com 6. Snow retention is needed on the east side of the historic roof where the window well is located. Zoning Department (UPDATED): 1. Features such as gas and electric meters are allowed projections in the setback. 2. The request for new combined yard setbacks for the revised design are as follows: Combined for lot is 14.94’. Proposed west is 5’, east is 1’-2” = new combined will be 6’-2”. 3. Calculations for subgrade walls need to be reviewed. (See Exhibit B for detailed comment.) 4. Permanent fire pit is not allowed between the house and a street. 5. At permit submission, natural grade also needs to be shown to verify height. RECOMMENDATION: Staff recommends the Historic Preservation Commission (HPC) approve this application with the following conditions: 1.) Work with relevant City Departments regarding comments related to the transformer, new water line and the stormwater mitigation plan. Minimize visual impact of stormwater features in the foreground of the historic resource. 2.) The lightwell abutting the historic resource must have a curb height of 6” or less. 3.) Reduce the overall size of the lightwell feature abutting the east side of the new addition. 4.) The front walkway material must be concrete, brick, or red sandstone pavers, and no more than 3’ in width. 5.) Provide a detailed roof plan showing the location of gutters, downspouts, snow clips and vents, for Final review. 6.) Up to 250 sf floor area bonus is granted for the approved design. All calculations will be confirmed during building permit review. Bonus floor area not used for this project will be forfeited and must be earned through a future request. 7.) The following setback variations for the proposed addition are granted: • 5’ rear yard setback reduction for the addition above and below grade, as represented in the approved application • 3’-10” east side yard setback reduction for the proposed mechanical equipment • 8’-9” combined side yard setback reduction for the new addition and the mechanical equipment as represented in the approved application 8.) As part of the approval to relocate the historic house on the site, the applicant will be required to provide a financial security of $30,000 until the house is set on the new foundation. The financial security is to be provided with the building permit application, along with a detailed description of the house relocation approach. 9.) A development application for a Final Development Plan shall be submitted within one (1) year of the date of approval of a Conceptual Development Plan. Failure to file such an application within this time period shall render null and void the approval of the Conceptual Development Plan. The Historic Preservation Commission may, at its sole discretion and for good cause shown, grant a one-time extension of the expiration date 135 Page 7 of 7 130 South Galena Street Aspen, CO 81611-1975 | P: 970.920.5197 | cityofaspen.com for a Conceptual Development Plan approval for up to six (6) months provided a written request for extension is received no less than thirty (30) days prior to the expiration date. ATTACHMENTS: Resolution #____, Series of 2021 Exhibit A.1 – Historic Preservation Design Guidelines Criteria / Staff Findings Exhibit A.2 – Relocation Review Criteria / Staff Findings Exhibit A.3 – Dimensional Variations Review Criteria / Staff Findings Exhibit A.4 – Floor Area Bonus / Staff Findings Exhibit B – Referral Comments Exhibit C – Application 136 1 To: Ms. Sarah Yoon & The City of Aspen Historic Preservation Commission From: Derek Skalko, Principal Designer & Local Project Representative 121 West Bleeker Street Residence E-mail: Sarah.yoon@cityofaspen.com Date: May 5, 2021 Phone: 970.429.2758 Pages: 8 Re: 121 West Bleeker Street – Explanation / Supplemental Info for Major Conceptual Approval Continuance / 2735-124-39-003 CC: file 121 West Bleeker Street Residence HPC Major Development – HPC Conceptual Approval (R2- Continuance) Dear Sarah & Members of the Aspen Historic Preservation Commission, We are again approaching the commission on behalf of 121 W Bleeker LLC, care of Mr. Todd Guenther and Mrs. Kelly Nimmo-Guenther, managers and property owners of 121 West Bleeker to seek conceptual approval from the Aspen HPC. W e discussed our intentions for the 121 property via our initial conceptual hearing with the Aspen HPC in January of 2021. To again refresh your familiarity with 121 West Bleeker, the residence is an approximate 5,982.3 sq ft property located in Aspen’s historic West End District. The property is legally defined as the East ½ of Lot C, Lot D, & West ½ of Lot E, Block 58 within the City and Townsite of Aspen and is, by definition, zoned an R-6 Medium Density Residential lot according to the Aspen land use code. Packet Submission: A - 1 Friday Cover Letter / Project Breakdown and Explanation B - The 24 x 36” drawing packet included for your review of 121 West Bleeker project includes the following REVISED sheets: Sheet HPC: Cover: 121 West Bleeker Cover sheet & Page Index Sheets HPC: Z-001 through Z-008: 121 Existing & Proposed Project Numeric Breakdowns and Floor Area Diagrams / Calculations: Note: Existing Conditions remain unchanged, but the FA Calculations have been completely reworked to reflect the alternate course / massing as proposed. Sheets HPC: A2.004 through 2.007: Revised Proposed Lower, Main, Upper and Roof Plans for 121 Sheets HPC: A3.004 through 3.006: Revised Proposed Elevations (All Elevations) for 121 PO BOX 7928 Aspen, CO 81612-7928 Phone: 970.309.0695 E-mail / Web: derek@1friday.com / www.1friday.com 137 2 Proposed Project Overview, Design Intent , Preservation, Variance Requests & Bonuses sought regarding 121 West Bleeker: MASSING & SCALE REDUCTIONS PROPOSED FROM R1 HEARING: Per our initial conceptual hearing, we are graphically indicating the primary massing and project changes below in graphical format. The top image represents “R2-Proposed”, with the bottom image showing the previously proposed and discussed design intent. North Elevation: (Primary Bleeker Street Facade) • West side yard stair (4’-6”) eliminated, and proposed rear two story master bedroom massing reduced by 5’-6” on western side, essentially further reducing and “hiding” the visible mass as seen from Bleeker Street. • Fire feature has been removed from proposed west side courtyard. • Grill amenity removed – exterior cabinetry remains proposed. • As 196 SF open light well has been eliminated, need for a visible handrail has been eliminated additionally. 138 3 West Elevation: (Neighboring Side of Property) • West side yard stair (4’-6”) eliminated. • Fire feature has been removed from proposed west side courtyard. • Grill amenity removed – exterior cabinetry remains proposed. East Elevation: (Side Alley Façade of Property) • East side 196 SF light well eliminated. East side yard patio amenity and skylight access for subgrade area proposed in place of. Removal of the light well eliminates the need for a height variation as initially requested regarding the side yard condition. • Master office and closet extending east to allow for the 5’-6” reduction of the proposed gable volume as seen from Bleeker Street. 139 4 South Elevation: (Rear Alley Façade of Property) • West side yard stair (4’-6”) eliminated, and proposed rear two story master bedroom massing reduced by 5’-6” on western side, essentially further reducing and “hiding” the visible mass as seen from Bleeker Street. • Walkway / access incorporated into southern façade in replacement of the west side yard stair, which additionally assists in breaking down the scale of the façade as seen from the alley. FAR BONUS REQUEST: 250 SQ FT REQUESTED PER CONCEPTUAL PROPOSAL In selected circumstances, the HPC may grant up to five hundred additional square feet of allowable floor area for projects involving designated historic properties. The potential bonus is determined by net lot area such that a 3,000 – 5,999 square foot lot is eligible for a maximum of two hundred fifty square foot floor area bonus, a 6,000-8,999 square foot lot is eligible for a maximum of a three hundred and seventy five square foot floor area bonus and a 9,000 square foot or larger lot is eligible for a maximum of a 500 square foot floor area bonus. Floor area bonuses are cumulative. More than one bonus may be approved up to the maximum amount allowed for the lot. If a property is subdivided, the maximum bonus will be based on the original lot size, though the bonus may be allocated amongst the newly created parcels to the extent permitted. The 121 West Bleeker proposed plan first intends to restore the Victorian cottage to its near original 1890’s condition from the front (north) and adjoining east / west sides . All ornamental features, detailing and material, door, and window fenestrations visible from the north (West Bleeker), west 140 5 (neighboring lot), and east (side alley) facades will be restored in full with no proposed alterations or changes to the historic aspects of the home. It is understood as the non-historic western porch and massing to the east and west sides, should repair work be necessary due to material removal / damage from these occurrences, we will work with the HPC to ensure preservation methods are of primary focus. Additionally, the 1990’s addition(s) located to the south, east, and west of the property are intended to be removed in full and the historic south oriented roof conditions of the residence are intended to be restored according to historical imaging, and the interior partitions and framing information that will be made available to the design team during the interior demolition phase of the project. A single story connection element providing 12’ of separation to the south side of the building is intended while re- establishing the east and west rear corners of the original Victorian structure; the location of this connection was one of the areas altered in the 1997 remodel of the Victorian residence, and no changes or alterations to the original and undisturbed areas of the historic home’s exterior window and door locates / historic materials (N, E, W) are intended. Saying this, we believe the project is an exemplary example of a conscientious and extensive historic preservation and restoration project worthy of the 250 sq ft bonus. Please note that above grade massing for the proposed project essentially uses 3,100 sq ft of FA, and the existing above grade FA is currently over 3,400 SF. The bonus is specific to allowing us the ability to successfully incorporate a healthy amount of natural light and daylight into the subgrade level of the home with a subgrade exposure percentage far higher than a typical Aspen construction. REQUESTED VARIANCES FOR HPC CONCEPTUAL APPROVAL: Existing Victorian Requested Variations: (Potential –TBD) • Both the cross gable roof massing and roof chimney element of the 121 residence exceed and therefore, are in violation Aspen’s current R-6 25’ height maximum allowable definition. While the home’s ridge height (31’-5.5” above grade – V.I.F.) is proposed to remain at its existing current height (note: we are still researching the chimney (estimated ht. 35’-6” above finished grade – TBD) as to it’s historical configuration, which does appear thinner and taller in imaging than the current existing constructed condition), variations to accommodate said elements are requested as deemed necessary by city of Aspen zoning policy. Please be advised we are intending to utilize the reconstructed chimney for venting, which may negate the need for any variation – I am simply brining this up as a “just in case”. Proposed Site & Addition Requested Variations: We are requesting the listed variances simply to maintain the historic location of the Victorian cottage and in order to best integrate and maintain the existing outbuilding as a functioning entity of the new proposed master planning concept for 201 East Hyman. Further clarification and explanation of why these variances are important to the reworking of the property have been provided within the drawing packet information and will be explained in depth per our conceptual hearing. • West Side Yard Setback Request Variation: - 4’-2” Purpose: While all above and below grade proposed massing conditions and light wells for the project are now located within the required 5’ side yard setback (with the proposed elimination of the west side yard stair), electrical and gas meters per holy cross energy code requirements are still proposed to be located along the west side of the garage, and due to sizing and code requirements defining height, these elements will require a variation. 141 6 • East Side Yard Setback Variation: - 1’-2” (Purpose: Again, all above and below grade proposed massing conditions and light wells for the project are located within the required 5’ side yard setback. The variation is requested due to the city of aspen zoning code pertaining to mechanical equipment. As for warranty and installation purposes, all condensing units (to be situated on a concrete pad ) are anticipated to be no more than 40” in height – this said, in order to place the units as far away from the historical resource as desired and to address the city’s 30” maximum allowable above grade policy for mechanical equipment, we are requesting said variation. • Combined Side Yard Setback Variation: 5-6” (Purpose: Per the Side Yard setbacks as described, we are seeking a combined side yard setback variation of 5’-6” accordingly). • Rear Yard Setback variation: 5’ Below Grade/ Deck Habitable Variation (Purpose: While all above grade habitable (10’ setback minimum) and garage (5’ setback minimum) requirements are met, we are seeking the technical ability to maintain a subgrade foundation that “tracks” with the above grade garage construction for subgrade mechanical area. As we also are creating a one story massing potential for usable deck/ walkway (which replaces the west side yard stair originally proposed) area on top of the garage along the alley situated in this defined “zone” by Aspen code. The massing above grade is unaffected by this variation request. MATERIALS PROPOSED FOR VICTORIAN COTTAGE AND NEW CONSTRUCTION OF 121 WEST BLEEKER RESIDENCE: Once again, we understand that material callouts and fenestration discussion is a topic dealt with at HPC final approval, but due to the importance of the material selections and intended window and fenestration details/ locates being incorporated into the project’s design, we are seeking as much input as possible at the conceptual approval level in order to most productively develop the design intent of 121 West Bleeker. All materials and their proposed orientations and uses intended have been conceptually indicated on the 24 x 36 plan sets provided to the HPC for more detailed reference. PROJECT COMPLIANCE TOWARDS HPC DESIGN REVIEW STANDARDS PER CHAPTER 1 - FENCES: Per request heard from our initial hearing, we are responding accordingly to the specified topics of the Aspen Historic Preservation Design Guidelines; Chapters 1 following: The current 121 West Bleeker property has no existing sidewalk along the Bleeker Street location, and it is our assumption the ornate cast iron fence currently existing at 121’s front façade likely was a part of the 1990’s renovation. A solid, non-transparent wooden and masonry columned fence of approximately 5’-6” in height exists along both the West Side yard and rear (south) and side yard (east) alley locations. It should be noted the west side yard fence is situated/ shared on the neighboring property to the west, and due to the unique east side yard alley condition, there is no intention to alter the existing condition at this present time. We acknowledge the design guidelines for fences (as copied below) and are open to working with the HPC as a monitoring item as the project develops further. For the Bleeker Street façade, a lower scaled, traditional, painted wooden picket fence direction as per historical imaging provided is anticipated at this present time to comply with the visual openness requirements set forth by the Design Review Guidelines and better tie the property into the surrounding context of the existing neighborhood. 142 7 1.1 Preserve original fences. Replace only those portions that are deteriorated beyond repair. Replacement elements should match the existing fence. 1.2 A new replacement fence should use materials that appear similar to that of the original. Any fence which is visible from a public right-of-way must be built of wood or wrought iron. Wire fences also may be considered. A wood picket fence is an appropriate replacement in most locations. A simple wire or metal fence, similar to traditional "wrought iron," also may be considered. Chain link is prohibited and solid "stockade" fences are only allowed in side and rear yards. 1.3 A new replacement fence should have a “transparent” quality allowing views into the yard from the street. A fence that defines a front yard is usually low to the ground and "transparent" in nature. On residential properties, a fence which is located forward of the front building facade may not be taller than 42" from natural grade. (For additional information, see the City of Aspen's "Residential Design Standards".) A privacy fence may be used in back yards and along alleys, but not forward of the front facade of a building. Note that using no fencing at all is often the best approach. Contemporary interpretations of traditional fences should be compatible with the historic context. 1.4 New fence components should be similar in scale with those seen traditionally. Fence columns or piers should be proportional to the fence segment. 1.5 A side yard fence which extends between two homes should be set back from the street- facing facade. This setback should be significant enough to provide a sense of open space between homes. • At this time, a fence as described via the image above is proposed for 121 West Bleeker, as we believe this fence, or no fence at all, are the two most historically accurate potential conditions fro the 121 property. 143 8 Drawing documentation, imaging, and power point & computer rendering explanation will all be presented to further assist in demonstrating our final proposal during our scheduled hearing of May 26th. We are excited about the possibilities proposed and sincerely believe 121 West Bleeker will significantly better the property from not only 121’s long term desires, but also the City of Aspen’s and Aspen HPC’s long term interests concerning historic preservation. In closing, we would simply like to express our sincere gratitude in considering our request regarding 121 West Bleeker Street. We again look forward to presenting and discussing this concept with you further. Respectfully, Derek Skalko, 1Friday Design Local Representative, 121 West Bleeker 144 121 W est Bleeker Residence - HPC Conceptual Submission Cover Letter/ Application - 1 Friday Design Survey, Civil & Architectural Related Drawings / Documents Boundaries Unlimited Inc. + 1 Friday Design A-COVER / INDEX : HPC Conceptual Submission Sheet Index - 2021 - "121 West Bleeker" Structural Related Drawings / Documents JJR Structural TBD " 1 2 1 W e s t B l e e k e r " 1 2 1 w e s t b l e e k e r s t r e e t l c i t y o f a s p e n | c o l o r a d o R E S I D E N C E HPC CONCEPTUAL (R2- CONTINUANCE) - MAY 2021 SURVEY : 121 West Bleeker Site & Topographical Stamped/ Certified Survey - 1' Contour Intervals - Boundaries Unlimited Inc. (1/8" Architectural) C2.0: 121 West Bleeker Conceptual Grading & Drainage Plan (1/8" Architectural) & Vicinity Map, Detail of Block 58 (1:60 Engineering Scale) C2.0: 121 West Bleeker Conceptual Detailing - Grading & Drainage Planning ZN-001 : Preliminary Project Summary & Existing / Proposed Gross Sq Ft & Floor Area Calculation Summaries - 250 SF HPC Bonus Requested ZN-003 : Existing + Proposed Site Coverage Calculations and Graphic Diagrams (1/8" Architectural) ZN-004 : Existing Floor Area Calculations & Graphic Breakdowns : Subgrade & Main Levels (1/8" Architectural) ZN-005 : Existing Floor Area Calculations & Graphic Breakdowns : Upper & Roof Levels (1/8" Architectural) ZN-006 : Proposed Floor Area Calculations & Graphic Breakdowns : Lower / Subgrade Level (1/8" Architectural) - 250 SF Bonus Requested ZN-007 : Proposed Floor Area Calculations & Graphic Breakdowns : Main + Upper Levels (1/8" Architectural) - 250 SF Bonus Requested A2.01 : Existing Main Level Plan & Historical / Non-Historical Graphic Indication ( 1/4" Architectural) A2.02 : Existing Upper Level Plan & Historical / Non-Historical Graphic Indication ( 1/4" Architectural) A2.03 : Existing Roof Plan & Historical / Non-Historical Graphic Indication ( 1/4" Architectural) A2.04 : Proposed Lower Level / Subgrade Plan ( 1/4" Architectural) A2.05 : Proposed Main Level / Ground Floor Plan ( 1/4" Architectural) A2.06 : Proposed Upper Level Floor Plans - Historical (Street Facing) and Proposed New Construction (South Alley) ( 1/4" Architectural) A2.07 : Proposed Roof Plan ( 1/4" Architectural) A3.01 : Existing Elevations & Non - Historical / Areas Proposed for Removal ( 1/4" Architectural) A3.02 : Existing Elevations & Non - Historical / Areas Proposed for Removal ( 1/4" Architectural) A3.03 : Existing Elevations & Non - Historical / Areas Proposed for Removal ( 1/4" Architectural) A3.04 : Proposed Elevations & Preliminary Materials Development ( 1/4" Architectural) A3.05 : Proposed Elevations & Preliminary Materials Development ( 1/4" Architectural) A3.06: Proposed Elevations & Preliminary Materials Development ( 1/4" Architectural) A2.08 : Proposed Conceptual Landscape Plan ( 3/16" Architectural) HPC CONCEPTUAL (CONT) REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED REVISED HPC MAY 2021 COVER HPC CONCEPTUAL COVER SHEET + INDEX 1/8" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP 145 HPC JANUARY 2021 SURVEY CITY OF ASPEN COMPLIANT SURVEY 1/8" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP 146 HPC JANUARY 2021 C-2 HPC CONCEPTUAL GRADING + DRAINAGE PLAN 1/8" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP 147 HPC JANUARY 2021 C-3 HPC CONCEPTUAL CIVIL DETAILS 1/8" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP 148 Zoning Allowance & Project Summary Proposed Development Single Family Residence :: Historic Remodel + New Addition Parcel ID #2735 - 124 - 39 - 003 Legal Description of Property 121 West Bleeker Street . City & Townsite of Aspen . Block 58 . East 1/2 Lot C, Lot D, and West 1/2 Lot E Zone District Medium Density Residential (R-6) Reference 26.710.040 26.710.040 26.710.040 26.710.040 26.710.040 26.710.040 26.710.040 Setbacks Existing Allowed (Principle)Allowed (Accessory)Proposed (Principle)Proposed (Accessory) Front Rear Combined Front / Rear Side Combined Side Distance Between Building Corner Lot 16 feet 9 inches (Victorian) - North 0 inches South (11-1/2 inches over property) N/A 4-1/4 inches W :: 5 feet 1 inch E 5 feet 5-1/4 inches N/A No N/A N/A N/A N/A N/A N/A N/A 10 feet 10 feet HAB / 5 feet GAR N/A 5 feet W :: 5 feet E 10 feet + 1 foot per 300 sq ft GLA 5 feet 15 feet 5 feet N/A 5 feet W :: 5 feet E 30 feet + 1 foot per 200 sq ft GLA 5 feet 10 ft 1 in HAB / 5 ft 3 in GAR 22 feet 0 inches 1 feet 2 inches W (stair) :: 5 ft 4 in E (ad) 6 feet 6 inches N/A ReferenceSupplemental Breakdown Information Existing Proposed Required Net Leasable / Commercial Square Feet Open Space % Site Coverage 37.47% N/A 0 feet N/A 36.70% Not Required For R-6 Single Family Residence No Limitation For lots less than 6,000 square feet in R-6 Not Required For R-6 Single Family Residence 26.710.040 26.710.040 26.710.040 N/A Reference 26.710.040 Site Coverage Exsiting Proposed Gross Lot Area (Square Feet) Area of Building Footprint Site Coverage % (No Limitation on R-6 Lot : 0 - 5,999 Sq Ft) 5,982.3 square feet 2,241.70 square feet 37.47% 5,982.3 square feet 36.70% 26.710.040 26.710.040 ReferenceTransferable Development Right (TDR) Received TDR Certificate Sent TDR Certificate Transferred TDR Certificate No No No Land Value Summary Actual Value Reference Land Improvements Total 5,371,700 1,971,700 3,400,000 Pitkin County Assessor Pitkin County Assessor Pitkin County Assessor TBD 16 feet 9 inches (Victorian - AG) 2,195.24 square feet TBD TBD Floor Area Summary Existing Gross (Sq Ft)Existing Floor Area (Sq Ft)Proposed Gross (Sq Ft)Proposed Floor Area (Sq Ft)Reference ZN-004, ZN-006 ZN-005, ZN-007 Basement Habitable (Lower Subgrade Level)215.47 0.0 322.432,866.10 Main Level Habitable (Ground Floor)1,900.55 1,900.55 Upper Level Habitable (Existing) ZN-004 - ZN-007 Porch/ Stair Access / Patio/ Roof Deck Area Total 3,563.67 Hab / 372.16 Gar 3,327.92 (FA)3,480.38 (FA)5,991.27 Hab / 524.08 Gar Floor Area Allowable For 121 West Bleeker 3,235.04 square foot FA For SFR FA per SFR on 5,982.3 square foot lot 3,235.04 Total Allowable FA For SFR FA per SFR on 5,982.3 square foot lot with 250 SF HPC FA Bonus (Proposed) 524.08Main Level Garage (Ground Floor)372.16 61.08 149.08 Exterior Storage Area - Mechanical Usage 4.09 N/A N/A0.0 1,600.70 ZN-005, ZN-007 ZN-005, ZN-007 ZN-005, ZN-007 ZN-005, ZN-007 1,600.70 1,102.60 - V (FRT) / 340.96 - (ALY)576.0 - V (FRT) / 948.47 - (ALY)527.67 - V (FRT) / 880.5 - (ALY)1,066.80 - V (FRT) / 299.49 - (ALY) 0 FA Countable / 485.26 Allowable0 FA Countable / 485.26 Allowable467.71 (Total) / 130.72 (Exempt)1,066.34 (Total) / 64.34 (Exempt) HPC MAY 2021 ZN-001 ZONING ALLOWANCE + PROJECT NUMERIC BREAKDOWNS 1/8" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP 149 EXPOSED SITE NON-ENCLOSED AREAS / CANOPY OVERHEAD LEGEND ENCLOSED STRUCTURE EXISTING SITE COVERAGE CALCULATIONS TOTAL STRUCTURE FOOTPRINT AREA (SQ FT) 2,241.70 (SF) EXISTING SITE COVERAGE DIAGRAM : 1/8" = 1'-0"EXISTING SITE PLAN : 1/8" = 1'-0" GROSS LOT SIZE / NET LOT SIZE (SQ FT) EXISTING SITE COVERAGE (R-6 MAX = 40%)37.47% (ALLOWABLE) PROPOSED SITE COVERAGE CALCULATIONS PROPOSED SITE COVERAGE (R-6 MAX = NOLIMITATION) 2,195.24 (SF)PROPOSED 121 W BLEEKER SITE COVERAGE (SQ FT) GROSS LOT SIZE / NET LOT SIZE (SQ FT) 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINE10' FRONT YARD SETBACK5' SIDE YARD SETBACK 5' SIDE YARD SETBACK 5' REAR YARD SETBACK(GARAGE)10' HABITABLE REAR SETBACK12 16 CEDAR SHINGLE ROOFING PROPOSED FLASH & WATERPROOF AS NECESSARY RIDGE RIDGE RIDGE RIDGE RIDGERIDGERIDGERIDGE12 16 12 16 12 16 12 1612 16 12 16 12 16 12 16 12 16 12 16 12 16 12 16 12 16 12 16 12 16 CEDAR SHINGLE ROOFING PROPOSED FLASH & WATERPROOF AS NECESSARY MASONRY CHIMNEY FLAT ROOF STANDARD STONE BALLAST TOPPING PROPOSED SLOPE 2 MIN SLOPE 2 MIN SLOPE2 MINSLOPE2 MIN0 0 00NON-PERMEABLE DECK AREA : PROPOSED STONE DECKING SLOPE 2 MIN SLOPE 2 MIN SLOPE2 MINSLOPE2 MIN0 0 00SLOPE 2 MIN SLOPE 2 MIN SLOPE2 MINSLOPE2 MIN0 0 00ROOF DECK-MASTER U-214 T.O. Plwd. Connector ELEV - 111'-10" (V.I.F.) FLAT ROOF WITH NEW RUBBER DRAINAGE MATT, STONE BALLAST & WATERPROOFING AS NECESSARY. FLASH & WATERPROOF ROOFING CONDITIONS AS REQUIRED.PV-130 PANEL PV ROOF SYSTEM SITUATED @ 45 DEGREES PV-2PV-20PV-3PV-4PV-21PV-5PV-22PV-23PV-6PV-7PV-24PV-25PV-8PV-9PV-26PV-10PV-27PV-28PV-11PV-12PV-29PV-30PV-13PV-14PV-15NON REFLECTIVE MATTE / PAINT LOCKED METAL ROOFING PROPOSED 12 1 PROPOSED RESTORATION OF (BELIEVED PER HISTORICAL IMAGERY & EXISTING CONDITIONS) ORIGINAL SOUTH FACADE ROOF MASSING + FORM FP CHIMNEY NON REFLECTIVE MATTE / PAINT LOCKED METAL ROOFING PROPOSED 12 12 12 12 FLAT ROOF WITH NEW RUBBER DRAINAGE MATT, STONE BALLAST & WATERPROOFING AS NECESSARY. FLASH & WATERPROOF ROOFING CONDITIONS AS REQUIRED. CUSTOM JACUZZI & RAISED PLATFORM AREA - 5'-0" x 9'-0" SPA PV-19PV-18PV-17PV-16G E SLOPE 2 MIN SLOPE 2 MIN SLOPE2 MINSLOPE2 MIN0 0 0012 12 12 12 SNOW BARS SNOW BARS SNOW BARS SNOW BARS 23'-734"24'-058"12'-578"27'-115 8"25' 18'-17 8"75'-115 8" 23' 18'10'-83 4" 8 8 27'-115 8"25'18' 12'13' 18'-18" 16'-111 4"1'-23 8" 18'-115 16" 12'13'49'5'-9"11'38'14'35'5'-178"5'6'-11"24'-6"3'-7"14'PROPOSED SITE COVERAGE DIAGRAM : 1/8" = 1'-0"PROPOSED SITE PLAN : 1/8" = 1'-0" PROPOSED BUILDING FOOTPRINT - 2,195.24 sq ft 121 WEST BLEEKER E 1 2 Lot C, Lot D + W 1 2 Lot E - 5,982.3 sq ft SITE COVERAGE 2,195.24 sq ft / 6,000 sq ft = 36.70 % Site Coverage Proposed 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 PROPERTY LINE PROPERTY LINEPROPERTY LINE10' FRONT YARD SETBACK5' SIDE YARD SETBACK 5' SIDE YARD SETBACK 5' REAR YARD SETBACK(GARAGE)10' HABITABLE REAR SETBACKDN MASTER DECK 211 ROOF DECK 214 12 16 RIDGE RIDGE RIDGE RIDGE RIDGERIDGERIDGERIDGE12 16 12 16 12 16 12 1612 16 12 16 12 16 12 16 12 4 12 16 12 4 12 16 12 16 12 16 MASONRY CHIMNEY 12 16 12 16 12 16 12 8 12 16 12 16 12 16 12 8 12 8 12 4 12 16 12 16 12 2 12 2 12 2 12 2 RIDGE RIDGERIDGE RIDGE LIGHT SHADED AREA REPRESENTS NON HISTORICAL MASSING & FEATURES OF RESIDENCE TO BE REMOVED REAR ALLEY (SOUTH) - PUBLIC ROWEXISTING BUILDING FOOTPRINT - 2,241.70 sq ft 121 WEST BLEEKER E 1 2 Lot C, Lot D + W 1 2 Lot E - 5,982.3 sq ft SITE COVERAGE 2,241.70 sq ft / 6,000 sq ft = 37.47 % Site Coverage Exisitng 5,982.3 (SF) / 5,982.3 (SF) EXISTING 121 W BLEEKER SITE COVERAGE (SQ FT) 2,241.70 (SF)2,195.24 (SF)TOTAL STRUCTURE FOOTPRINT AREA (SQ FT) 36.70% (ALLOWABLE) 5,982.3 (SF) / 5,982.3 (SF) HPC MAY 2021 ZN-003 SITE COVERAGE DIAGRAMS & NUMERIC BREAKDOWNS 1/8" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP 150 EXISTING BASEMENT/ SUBGRADE FLOOR AREA PLANNING DIAGRAM : 1/8" = 1'-0" FAR (Z-004) EXISTING MAIN LEVEL FLOOR AREA PLANNING DIAGRAM : 1/8" = 1'-0" 215.47 GROSS SQ FT TOTAL SUBGRADE: 0% WALL EXPOSURE MECHANICAL SUBGRADE EXCAVATION 0 SQ FT FA COUNTABLE 10'-1134"10'-1134"KEY - SUBGRADE LVL. / EXISTING SUBGRADE WALL DIAGRAMS : 1/8" = 1'-0"5'-9"16'-2" 92.96 sq ft UNDERSIDE OF JOIST 5'-9"10'-113 4" 63.13 sq ft UNDERSIDE OF JOIST 5'-9"16'-2" 92.96 sq ft UNDERSIDE OF JOIST 5'-9"10'-113 4" 63.13 sq ft UNDERSIDE OF JOIST HABITABLE GARAGE PORCH/ DECK EXTERIOR STORAGE LEGEND EXISTING MAIN / GROUND FLOOR AREA CALCULATIONS - 121 EXISTING FLOOR AREA CALCULATIONS EXISTING SUBGRADE / LOWER LVL. WALL AREA CALCULATIONS - 121 Floor Area Summary Existing Gross (Sq Ft)Existing Floor Area (Sq Ft)Proposed Gross (Sq Ft)Proposed Floor Area (Sq Ft)Reference ZN-004, ZN-006 ZN-005, ZN-007 Basement Habitable (Lower Subgrade Level)215.47 0.0 Main Level Habitable (Ground Floor)1,900.55 1,900.55 Upper Level Habitable (Existing) ZN-004 - ZN-007 Porch/ Stair Access / Patio/ Roof Deck Area Total 3,563.67 Hab / 372.16 Gar 3,327.92 (FA) Floor Area Allowable For 121 West Bleeker 3,235.04 square foot FA For SFR FA per SFR on 5,982.3 square foot lot 3,235.04 Total Allowable FA For SFR FA per SFR on 5,982.3 square foot lot with 250 SF HPC FA Bonus (Proposed) Main Level Garage (Ground Floor)372.16 61.08 Exterior Storage Area - Mechanical Usage 4.09 0.0 372.16 (GROSS) 1900.55 (FA) 4.09 (GROSS) 61.08 (FA) 294.08 (GROSS) 4.09 SF Exterior Storage (15% of 3235.04) = 485.26 allow 1900.55 (GROSS) ZN-005, ZN-007 ZN-005, ZN-007 ZN-005, ZN-007 ZN-005, ZN-007 1,102.60 - V (FRT) / 340.96 - (ALY)1,066.80 - V (FRT) / 299.49 - (ALY) 0 FA Countable / 485.26 Allowable467.71 (Total) / 130.72 (Exempt) 1,961.63 (FA)TOTAL EXISTING GROUND FLOOR AREA (SQ FT) TOTAL EXISTING FLOOR AREA CALCULATIONS - 121 BASEMENT FLOOR AREA (SQ FT) GROUND FLOOR AREA (SQ FT) 2ND FLOOR AREA (SQ FT) PORCH/ DECK AREA TOTAL (SQ FT) TOTAL EXISTING FLOOR AREA (SQ FT) GARAGE FLOOR AREA (SQ FT) 215.47 / 0.0 (FA) 1,900.55 / 1,900.55 (FA) 598.43 GROSS / 0 (FA) 3,327.92 (FA)(3,327.92 FA > 3,235.04 FA) 372.16 / 61.08 (FA) (3,235.04 x .15%) = 485.26 all 1,443.56 / 1,366.29 (FA) 372.16 SF GARAGE 1st 250 SF EXEMPT 2nd 250 SF @ 1/2 122.16 / 2 = 61.08 SF FA COUNTABLE 1900.55 GROSS SQUARE FEET AREA 1900.55 SF FA COUNTABLEL-A :M-A : M-F M-B : 4.09 SF EXTERIOR STORAGE UP TO 36 SF EXEMPT THEREFORE, 0 SF FA COUNTABLE M-C : 15.97 SF EXT. ENTRY (PRIMARY) STEPS STREET FACING / HISTORIC THEREFORE, 0 SF FA COUNTABLE M-D : 114.75 SF EXT. ENTRY (SECONDARY) STEPS + PORCH STREET FACING / (NON-HISTORIC) THEREFORE, 0 SF FA COUNTABLE M-E : 163.36 SF RAISED DECK + SPA AREA (GREATER THAN 30") 163.36 SF FA COUNTABLE M-F : KEY - EXISTING MAIN / GROUND LVL. BASEMENT FLOOR WALL LABEL TOTAL WALL AREA (SQ FT)EXPOSED WALL AREA (SQ FT) 1 92.96 0 2 63.13 0 3 92.96 0 4 63.13 0 OVERALL TOTAL WALL AREA (SQ FT)312.18 EXPOSED WALL AREA (SQ FT)0 % OF EXPOSED WALL (EXPOSED / TOTAL)0.0% SUBGRADE 121 WALL EXPOSURE CALCULATION 0% (312.18 ACTUAL WALL SF) = 0.0 SF FA COUNTABLE EXISTING BASEMENT/ SUNGRADE FLOOR AREA CALCULATIONS - 121 MECHANICAL / SUBGRADE FLOOR AREA (SQ FT)215.47 (0.0% X 215.47)0.0121 SUBGRADE COUNTABLE FLOOR AREA (SQ FT) 215.47 FA - (0.0% EXPOSURE) = 0.0 FATOTAL BASEMENT COUNTABLE FLR AREA (SQ FT) PORCH/ DECK AREA COUNTABLE (SQ FT) EXTERIOR STORAGE AREA (SQ FT) GROUND FLOOR AREA (SQ FT) - FA GROUND PORCH/ DECK AREA (GROSS SQ FT) GROUND FLOOR STAIR & MISC. EXEMPTIONS: INT. GROUND FLOOR AREA (GROSS SQ FT HAB) GARAGE FLOOR AREA (SQ FT) - FA GARAGE FLOOR AREA (GROSS SQ FT) GROUND PORCH/ DECK AREA (COUNTABLE FA)163.36 -M / 304.35 -U (467.71) LEGEND (WALLS) EXPOSED WALL WALL BELOW GRADE Blkr Entry Porches/ Stairs Exempt 4.09 / 0.0 (FA) 163.36 -M / 304.35 -U = (467.71), therefore 0 FA 322.432,866.10 3,480.38 (FA)5,991.27 Hab / 524.08 Gar 524.08 149.08 N/A N/A 1,600.70 1,600.70 576.0 - V (FRT) / 948.47 - (ALY)527.67 - V (FRT) / 880.5 - (ALY) 0 FA Countable / 485.26 Allowable1,066.34 (Total) / 64.34 (Exempt)ZN-004 EXISTING FLOOR DIAGRAMS & NUMERIC BREAKDOWNS 1/8" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP HPC MAY 2021 AREA 151 HABITABLE GARAGE PORCH/ DECK EXTERIOR STORAGE LEGEND EXISTING UPPER LVL. / FLOOR AREA PLANNING DIAGRAM : 1/8" = 1'-0"EXISTING ROOF AREA DIAGRAM : 1/8" = 1'-0" EXISTING UPPER FLOOR AREA CALCULATIONS - VICTORIAN (FRONT) + ALLEY MASSING EXISTING FLOOR AREA CALCULATIONS 340.96 (GROSS) UPPER FLOOR AREA - VICTORIAN (SQ FT) - FA 85.37UPPER PORCH/ DECK AREA VICTORIAN (GROSS SQ FT) UPPER FLOOR STAIR & MISC. EXEMPTIONS: INT. 1066.80 (FA) 35.80 (GROSS) UPPER FLOOR AREA - REAR (GROSS SQ FT HAB) 41.47 (GROSS) 299.49 (FA) 35.80 Open Stair Exemption 1102.60 (GROSS)UPPER FLOOR AREA- VICTORIAN (GROSS SQ FT) UPPER FLOOR STAIR & MISC. EXEMPTIONS: INT. UPPER FLOOR AREA - REAR : (SQ FT) - FA 41.47 Open Stair Exemption KEY - EXISTING UPPER LEVELS ALL SF (FA) COUNTABLE ROOF AREAS REPRESENTED ON UPPER LEVEL PLANNING DIAGRAM U-A :NOTE : KEY - EXISTING ROOF LVL. 1102.60 GROSS SQUARE FEET AREA 1066.80 SF FA COUNTABLE VICTORIAN 35.80 SQ FT EXEMPT AREA FOR OPEN STAIR (VICTORIAN) EXISTING UPPER FLOOR DECK AREA TOTAL (SQ FT) UPPER PORCH/ DECK AREA GARAGE (GROSS SQ FT) 1,366.29 (FA)TOTAL EXISTING UPPER FLOOR AREA (SQ FT) 85.37 SQ FT EXT PORCH (COUNTABLE FA) 218.62 SQ FT EXT DECK AREA (COUNTABLE FA) 340.96 GROSS SQUARE FEET AREA 299.49 SF FA COUNTABLE REAR MASSING 41.47 SQ FT EXEMPT AREA FOR OPEN STAIR (REAR STAIR) U-B : U-C : U-D : U-E : U-F : U-C (3,235.04 x .15%) = 485.26 all (3,235.04 x .15%) = 485.26 all 163.36 -M / 304.35 -U (467.71) 218.62 Floor Area Summary Existing Gross (Sq Ft)Existing Floor Area (Sq Ft)Proposed Gross (Sq Ft)Proposed Floor Area (Sq Ft)Reference ZN-004, ZN-006 ZN-005, ZN-007 Basement Habitable (Lower Subgrade Level)215.47 0.0 Main Level Habitable (Ground Floor)1,900.55 1,900.55 Upper Level Habitable (Existing) ZN-004 - ZN-007 Porch/ Stair Access / Patio/ Roof Deck Area Total 3,563.67 Hab / 372.16 Gar 3,327.92 (FA) Floor Area Allowable For 121 West Bleeker 3,235.04 square foot FA For SFR FA per SFR on 5,982.3 square foot lot 3,235.04 Total Allowable FA For SFR FA per SFR on 5,982.3 square foot lot with 250 SF HPC FA Bonus (Proposed) Main Level Garage (Ground Floor)372.16 61.08 Exterior Storage Area - Mechanical Usage 4.09 0.0 ZN-005, ZN-007 ZN-005, ZN-007 ZN-005, ZN-007 ZN-005, ZN-007 1,102.60 - V (FRT) / 340.96 - (ALY)1,066.80 - V (FRT) / 299.49 - (ALY) 0 FA Countable / 485.26 Allowable467.71 (Total) / 130.72 (Exempt) 322.432,866.10 3,480.38 (FA)5,991.27 Hab / 524.08 Gar 524.08 149.08 N/A N/A 1,600.70 1,600.70 576.0 - V (FRT) / 948.47 - (ALY)527.67 - V (FRT) / 880.5 - (ALY) 0 FA Countable / 485.26 Allowable1,066.34 (Total) / 64.34 (Exempt)ZN-005 EXISTING FLOOR DIAGRAMS & NUMERIC BREAKDOWNS 1/8" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP HPC MAY 2021 AREA 152 EXPOSED WALL WALL BELOW GRADE LEGEND HABITABLE TOTAL PROPOSED FLOOR AREA CALCULATIONS BASEMENT FLOOR AREA (SQ FT) GROUND FLOOR AREA (SQ FT) 2ND FLOOR AREA (SQ FT) PORCH/ DECK AREA (SQ FT) TOTAL PROPOSED FLOOR AREA (SQ FT) GARAGE FLOOR AREA (SQ FT) PROPOSED BASEMENT FLOOR AREA DIAGRAM : 1/8" = 1'-0"PROPOSED FLOOR AREA CALCULATIONS FAR (Z-006)10'27'-15 8" 324.11 sq ft / 121.12 sq ft ex11'-2"UNDERSIDE OF STRUCT. 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINE10' FRONT YARD SETBACK5' SIDE YARD SETBACK LIGHT SHADED AREA REPRESENTS 6000 SF R-6 SETBACKS PER COA LAND USE CODE WASH DRY 5' SIDE YARD SETBACK 5' REAR YARD SETBACK(GARAGE)10' HABITABLE REAR SETBACKELEVATOR SSP 36 x 60 UP L-001 Egress IRC Egress IRC STAIR TO MAIN L-002 MEDIA AREA / RECREATION ROOM L-003 BEDROOM HALLWAY L-005 LIGHTWELL L-002 LIGHTWELL L-002 A/V CLOSETREFDW ELEVATOR MECH / STORAGE L-006 LAUNDRY ROOM L-007 ELECTRICAL/ DRY MECH L-008 PRIMARY MECHANICAL L-009 BUNK ROOM L-002 BEDROOM SUITE 1 L-002 BATHROOM SUITE 1 L-002 BEDROOM / FLEX ROOM L-002 BEDROOM SUITE 2 L-002 BATHROOM SUITE 1 L-002 BATHROOM/ POWDER L-010 BATHROOM BUNK AREA L-002 BAR - WINE AREA/ BEVERAGE PENINSULA L-004-B BAR - WINE AREA/ BEVERAGE L-004-A DROP DOWN PROJECTOR INTEGRATED MEDIA / MILLWORK WALL (LARGE PROJECTION - 100"+) BUILT-IN MEDIA & STORAGE SHELVING SYSTEMSBUILT-IN MEDIA &STORAGESHELVING SYSTEMSBUILT-IN CLOSET & STORAGE SHELVING SYSTEMS BUILT-IN CLOSET &STORAGESHELVING SYSTEMSBUILT-IN CLOSET &STORAGESHELVING SYSTEMSWINESTORAGE8' x 5' AREA FOR TWO MATS / WORKOUT SPACE OPAQUE SKYLIGHT ABOVE 42 X 24 WEIGHT RACK 48 X 24 BIKE 64 X 28 TREADMILL 60 X 24 BENCH AREA GYM/ WORKOUT AREA L-002 MIRRORMIRROR24 T @ 11" (landings v.i.f.)25 R @ 6-1/2" = 13'-6 3/4"T.O. F.F. Lower Level ELEV - 86'-8 1/4" (V.I.F.) T.O. Conc. Lower Level ELEV - 86'-7 1/4" (V.I.F.) T.O. Conc. Lower Level Mech ELEV - 85'-3 1/4" (V.I.F.)(2) FULL(2) TWINREAR ALLEY (SOUTH) - PUBLIC ROWEAST SIDE YARD ALLEY - PUBLIC ROW LINE OF CONNECTOR MASSING ABOVE SKYLIGHT ABOVE NICHETHEATER AREA L-003 27'-15 8"41'-4"6'-5"11'-238"35'-4"4'-2" 24'-2"21'-4"3'-2"12'-1034"22'-458"27'-15 8" (10) (11) (12) LP-A :2,866.10 GROSS SQUARE FEET TOTAL SUBGRADE PERIMETER CONSTRUCTION: 11.25% SUBGRADE WALL EXPOSURE, THEREFORE 322.43 SQ FT FA COUNTABLE PROPOSED GRADE 13'-614"EXPOSED LW 8'-61 2"8'-111 2"9'-75 8"10'11'-2"6'-5" 71.65 sq ft 10'41'-4" 496.83 sq ft / 52.23 sq ft ex11'-2"UNDERSIDE OF STRUCT. PROPOSED GRADE 13'-614"EXPOSED SKYLIGHT 12'-9"14'-10"13'-9" 56.33 sq ft/ 14.61 sq ft ex 125.03 sq ft10'12'-8"4'-2" UNDERSIDE OF STRUCT.13'-614"SKYLIGHT WALL EXPOSURE PROPOSED GRADE 10'11'-2"11'-23 8" UNDERSIDE OF STRUCT.10'11'-2"35'-4" UNDERSIDE OF STRUCT. 407.97 sq ft / 20.06 sq ft ex13'-614"29'-75 8"5'-83 8" SKYLIGHT WALL EXPOSURE PROPOSED GRADE 11'-2"21'-4" UNDERSIDE OF STRUCT. (MECH) 238.21 sq ft 11'-2"3'-2" UNDERSIDE OF STRUCT. (MECH) 35.36 sq ft 10'11'-2"12'-103 4" UNDERSIDE OF STRUCT. 144.23 sq ft 10'24'-2" 314.79 sq ft / 103.21 sq ft ex11'-2"UNDERSIDE OF STRUCT. PROPOSED GRADE 13'-614"EXPOSED LW 10'-01 2"8'-111 2"5'-2" TOP OF EXT. PATIO 10'11'-2"27'-15 8" UNDERSIDE OF STRUCT. 303.00 sq ft 10'11'-2"22'-45 8" UNDERSIDE OF STRUCT. 249.96 sq ft IF 250 SF FA BONUS GRANTED LP-A 10"10" 8'-61 2"8'-111 2"9'-75 8"12'-9"14'-10"13'-9"29'-758"5'-838"10'-01 2"8'-111 2"5'-2" 2,866.10 / 322.43 (FA) 1,600.70 / 1,600.70 (FA) 3,157.95 (FA) Above Grade / 322.43 (FA) Subgrade (3,235.04 FA + 250 FA Bonus = 3,485.04 FA) 3,480.38 FA 524.08 / 149.08 (FA) (3,235.04 x .15%) = 485.26 allowable 1,524.47 / 1,408.17 (FA) 442.60 total / 0 (FA) ZN-006 PROPOSED FLOOR DIAGRAMS & NUMERIC BREAKDOWNS 1/8" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP HPC MAY 2021 AREA 153 HABITABLE GARAGE PORCH/ DECK EXTERIOR STORAGE LEGEND PROPOSED MAIN FLOOR AREA PLANNING DIAGRAM : 1/8" = 1'-0"PROPOSED UPPER FLOOR AREA PLANNING DIAGRAM PROPOSED UPPER FLOOR AREA CALCULATIONS - VICTORIAN + ALLEY MASTER BEDROOM MASSING PROPOSED FLOOR AREA CALCULATIONS PROPOSED MAIN LEVEL / GROUND FLOOR AREA CALCULATIONS 1,600.70 (FA)GROUND FLOOR AREA (SQ FT) - FA 64.34 (Exempt)GROUND PORCH/ DECK AREA (GROSS SQ FT) GROUND FLOOR STAIR & MISC. EXEMPTIONS: INT.0 1,600.70 (GROSS)GROUND FLOOR AREA (GROSS SQ FT HAB) GARAGE FLOOR AREA (SQ FT) - FA GARAGE FLOOR AREA (GROSS SQ FT)524.08 (GROSS) 149.08 (FA) Standard R-6 Zoning Allowance All SF 1:1 Countable 485.26 Lot Total Allowable 1600.70 GROSS SQ FT AREA 1600.70 SF FA COUNTABLE MAIN LVL. RESIDENCE UPPER FLOOR AREA - FRONT : VIC (SQ FT) - FA (422.60 Countable)UPPER PORCH/ DECK AREA (GROSS SQ FT) 527.67 (FA) 48.33 (GROSS) UPPER FLOOR AREA - BACK (GROSS SQ FT HAB) 880.5 (FA) 48.33 Open Stair Exemption 576.00 (GROSS)UPPER FLOOR AREA- FRONT (GROSS SQ FT HAB) 1st 250 Exempt / 2nd 250 - 50% UPPER FLOOR STAIR & MISC. EXEMPTIONS: INT. UPPER FLOOR AREA - BACK : MB (SQ FT) - FA 67.97 Open Stair Exemption 1,408.17 (FA)TOTAL PROPOSED UPPER FLOOR AREA (SQ FT) KEY - PROPOSED MAIN LEVEL MP-A : KEY - PROPOSED UPPER LEVELS MP-B : MP-C : MP-D : MP-E : 64.34 SQ FT EXT PRIMARY PORCH HISTORICAL / STREET FACING (N) (EXEMPT FA) 422.65 SQ FT EXTERIOR PATIO (W) 4" ABOVE GRADE CONDITION (EXEMPT FA) 37.5 SQ FT EXT REAR PATIO (S) 4" ABOVE GRADE CONDITION (EXEMPT FA) 524.08 SF GARAGE 1st 250 SF EXEMPT 2nd 250 SF @ 1/2 = 125 SF 149.08 SF FA COUNTABLE 576.0 GROSS SQUARE FEET AREA 527.67 SF FA COUNTABLE VICTORIAN MASSING 48.33 SQ FT EXEMPT AREA FOR OPEN STAIR (VICTORIAN) 948.47 GROSS SQUARE FEET AREA 880.5 SF FA COUNTABLE ALLEY MASSING 67.97 SQ FT EXEMPT AREA FOR OPEN STAIR (REAR STAIR) 442.60 SQ FT MASTER DECK AREA (COUNTABLE FA) UP-A : UP-B : UP-C : UP-D : UP-E : UPPER FLOOR STAIR & MISC. EXEMPTIONS: INT. 948.47 (GROSS) 67.97 (GROSS) 485.26 Lot Total Allowable GROUND PATIO AREAS (GROSS SQ FT- NON FA)579.40 (GROSS) TOTAL PROPOSED GROUND FLOOR AREA (SQ FT)1,749.78 (FA) MP-B MP-E TOTAL PROPOSED FLOOR AREA CALCULATIONS BASEMENT FLOOR AREA (SQ FT) GROUND FLOOR AREA (SQ FT) 2ND FLOOR AREA (SQ FT) PORCH/ DECK AREA (SQ FT) TOTAL PROPOSED FLOOR AREA (SQ FT) GARAGE FLOOR AREA (SQ FT) 2,866.10 / 322.43 (FA) 1,600.70 / 1,600.70 (FA) 3,157.95 (FA) Above Grade / 322.43 (FA) Subgrade (3,235.04 FA + 250 FA Bonus = 3,485.04 FA) 3,480.38 FA 524.08 / 149.08 (FA) (3,235.04 x .15%) = 485.26 allowable 1,524.47 / 1,408.17 (FA) 442.60 total / 0 (FA) IF 250 SF FA BONUS GRANTED Floor Area Summary Existing Gross (Sq Ft)Existing Floor Area (Sq Ft)Proposed Gross (Sq Ft)Proposed Floor Area (Sq Ft)Reference ZN-004, ZN-006 ZN-005, ZN-007 Basement Habitable (Lower Subgrade Level)215.47 0.0 322.432,866.10 Main Level Habitable (Ground Floor)1,900.55 1,900.55 Upper Level Habitable (Existing) ZN-004 - ZN-007 Porch/ Stair Access / Patio/ Roof Deck Area Total 3,563.67 Hab / 372.16 Gar 3,327.92 (FA)3,480.38 (FA)5,991.27 Hab / 524.08 Gar Floor Area Allowable For 121 West Bleeker 3,235.04 square foot FA For SFR FA per SFR on 5,982.3 square foot lot 3,235.04 Total Allowable FA For SFR FA per SFR on 5,982.3 square foot lot with 250 SF HPC FA Bonus (Proposed) 524.08Main Level Garage (Ground Floor)372.16 61.08 149.08 Exterior Storage Area - Mechanical Usage 4.09 N/A N/A0.0 1,600.70 ZN-005, ZN-007 ZN-005, ZN-007 ZN-005, ZN-007 ZN-005, ZN-007 1,600.70 1,102.60 - V (FRT) / 340.96 - (ALY)576.0 - V (FRT) / 948.47 - (ALY)527.67 - V (FRT) / 880.5 - (ALY)1,066.80 - V (FRT) / 299.49 - (ALY) 0 FA Countable / 485.26 Allowable0 FA Countable / 485.26 Allowable467.71 (Total) / 130.72 (Exempt)1,066.34 (Total) / 64.34 (Exempt) MP-F :119.25 SQ FT EXT EXTERIOR PATIO (E) 4" ABOVE GRADE CONDITION (EXEMPT FA) ZN-007 PROPOSED FLOOR DIAGRAMS & NUMERIC BREAKDOWNS 1/8" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP HPC MAY 2021 AREA 154 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINE10' FRONT YARD SETBACK5' SIDE YARD SETBACK 5' SIDE YARD SETBACK 5' REAR YARD SETBACK(GARAGE)10' HABITABLE REAR SETBACKUP UP UP DN 3.5" DN 4"DN 5" UP 8" ENTRY PORCH 100 ENTRY / STAIR 101 ENTRY CL. 102 LIVING ROOM 103 BEDROOM 1 / STUDY 104 CLOSET 105 BATHROOM 106 PANTRY 107 KITCHEN 108 DINING ROOM 108 COATS / MUDROOM 110 WEST ENTRY PORCH 109 INTERIOR BREEZEWAY 111 MEDIA / RECREATION 112 BATHROOM 113 1-1/2 STALL GARAGE 114 PATIO AREA 115 SPA AREA 116 UP UP UP OUTDOOR HOT TUBMECHANICALACCESS TO MECHANICAL SUBGRADE AREA LOCATION OF MECHANICAL CRAWLSPACE BELOW OUTDOOR WOOD BURNING FIRELPACE FIREPLACE LIGHT SHADED AREA REPRESENTS NON HISTORICAL MASSING & FEATURES OF RESIDENCE TO BE REMOVED DN 7" DN 12"REAR ALLEY (SOUTH) - PUBLIC ROWEAST SIDE YARD ALLEY - PUBLIC ROW 1 HPC-2.001 EXISTING MAIN LEVEL FLOOR PLAN :: 121 WEST BLEEKER SCALE : 1/4" = 1'-0" EXISTING FLOOR PLAN: MAIN LEVEL ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP HPC :: JANUARY 2021 HPC-2.001 155 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 PROPERTY LINE PROPERTY LINEPROPERTY LINE10' FRONT YARD SETBACK5' SIDE YARD SETBACK 5' SIDE YARD SETBACK 5' REAR YARD SETBACK(GARAGE)10' HABITABLE REAR SETBACKDN STAIRCLOSET 204 200 HALLWAY 201 HALL CL. 203 HALL CL. 202 BEDROOM 2 203 BATHROOM 205 MST. BATHROOM 207 DN HERS CLOSET A 208 DN DN MASTER BEDROOM 206 HIS CLOSET 210 HERS CLOSET B 209 MASTER DECK 211 ROOF DECK 214 LOFT AREA / BEDROOM 3 212 CLOSET 213 LIGHT SHADED AREA REPRESENTS NON HISTORICAL MASSING & FEATURES OF RESIDENCE TO BE REMOVED REAR ALLEY (SOUTH) - PUBLIC ROWEAST SIDE YARD ALLEY - PUBLIC ROW 1 HPC-2.002 EXISTING UPPER LEVEL FLOOR PLAN :: 121 WEST BLEEKER SCALE : 1/4" = 1'-0" EXISTING FLOOR PLAN: UPPER LEVEL ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP HPC :: JANUARY 2021 HPC-2.002 156 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 PROPERTY LINE PROPERTY LINEPROPERTY LINE10' FRONT YARD SETBACK5' SIDE YARD SETBACK 5' SIDE YARD SETBACK 5' REAR YARD SETBACK(GARAGE)10' HABITABLE REAR SETBACKDN MASTER DECK 211 ROOF DECK 214 12 16 RIDGE RIDGE RIDGE RIDGE RIDGERIDGERIDGERIDGE12 16 12 16 12 16 12 1612 16 12 16 12 16 12 16 12 4 12 16 12 4 12 16 12 16 12 16 MASONRY CHIMNEY 12 16 12 16 12 16 12 8 12 16 12 16 12 16 12 8 12 8 12 4 12 16 12 16 12 2 12 2 12 2 12 2 RIDGE RIDGERIDGE RIDGE LIGHT SHADED AREA REPRESENTS NON HISTORICAL MASSING & FEATURES OF RESIDENCE TO BE REMOVED REAR ALLEY (SOUTH) - PUBLIC ROWEAST SIDE YARD ALLEY - PUBLIC ROW 1 HPC-2.003 EXISTING ROOF PLAN :: 121 WEST BLEEKER SCALE : 1/4" = 1'-0" EXISTING FLOOR PLAN: ROOF PLAN ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP HPC :: JANUARY 2021 HPC-2.003 157 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINE10' FRONT YARD SETBACK5' SIDE YARD SETBACK LIGHT SHADED AREA REPRESENTS 6000 SF R-6 SETBACKS PER COA LAND USE CODE WASH DRY 5' SIDE YARD SETBACK 5' REAR YARD SETBACK(GARAGE)10' HABITABLE REAR SETBACKELEVATOR SSP 36 x 60 UP L-001 Egress IRC Egress IRC STAIR TO MAIN L-002 MEDIA AREA / RECREATION ROOM L-003 BEDROOM HALLWAY L-005 LIGHTWELL L-002 LIGHTWELL L-002 A/V CLOSETREFDW ELEVATOR MECH / STORAGE L-006 LAUNDRY ROOM L-007 ELECTRICAL/ DRY MECH L-008 PRIMARY MECHANICAL L-009 BUNK ROOM L-002 BEDROOM SUITE 1 L-002 BATHROOM SUITE 1 L-002 BEDROOM / FLEX ROOM L-002 BEDROOM SUITE 2 L-002 BATHROOM SUITE 1 L-002 BATHROOM/ POWDER L-010 BATHROOM BUNK AREA L-002 BAR - WINE AREA/ BEVERAGE PENINSULA L-004-B BAR - WINE AREA/ BEVERAGE L-004-A DROP DOWN PROJECTOR INTEGRATED MEDIA / MILLWORK WALL (LARGE PROJECTION - 100"+) BUILT-IN MEDIA & STORAGE SHELVING SYSTEMSBUILT-IN MEDIA &STORAGESHELVING SYSTEMSBUILT-IN CLOSET & STORAGE SHELVING SYSTEMS BUILT-IN CLOSET &STORAGESHELVING SYSTEMSBUILT-IN CLOSET &STORAGESHELVING SYSTEMSWINESTORAGE8' x 5' AREA FOR TWO MATS / WORKOUT SPACE OPAQUE SKYLIGHT ABOVE 42 X 24 WEIGHT RACK 48 X 24 BIKE 64 X 28 TREADMILL 60 X 24 BENCH AREA GYM/ WORKOUT AREA L-002 MIRRORMIRROR24 T @ 11" (landings v.i.f.)25 R @ 6-1/2" = 13'-6 3/4"T.O. F.F. Lower Level ELEV - 86'-8 1/4" (V.I.F.) T.O. Conc. Lower Level ELEV - 86'-7 1/4" (V.I.F.) T.O. Conc. Lower Level Mech ELEV - 85'-3 1/4" (V.I.F.)(2) FULL(2) TWIN75'-115 8" 27'-115 8"43'5' 75'-115 8"5'-83 4" 27'-115 8"25'23' 10'-21 2"10'-31 2"4'-6" 8'-81 2"10'-31 2"8'-115 8"28'-5"49'4'13'-838"24'-058"7'-3"2'-3"49'37'12'18'-17 8"5'-9"5'-278"5'-101116"18'-15 8"5'-35 8"REAR ALLEY (SOUTH) - PUBLIC ROWEAST SIDE YARD ALLEY - PUBLIC ROW LINE OF CONNECTOR MASSING ABOVE SKYLIGHT ABOVE NICHETHEATER AREA L-003 14'-7" 14'-10"13'-7"5'PLAN NOTES DIMENSIONS: DO NOT SCALE DRAWINGS. SCOPE ENTAILS THE PARTIAL DEMOLITION AND PRESERVATION OF AN EXISTING HISTORIC HOUSE, AND CONSTRUCTION OF A NEW BASEMENT AND ADDITION LAYOUT OF THE DESIGN RELIES ON ALIGNMENTS AND HOLD DIMENSIONS AS WELL AS POSSIBLE ADJUSTMENTS DUE TO FIELD CONDITIONS AND TRADE COORDINATION. ALL WORK MUST BE CHALKED AND LAID OUT BY THE GC PRIOR TO CONSTRUCTION. ALL DISCREPANCIES MUST BE RECTIFIED BY THE GC AND ARCHITECT PRIOR TO CONSTRUCTION. CONTENT LOCATION: ELEVATIONS: SHEET A-30.01 BUILDING SECTION: SHEET A-31.01 PARTITIONS: SHEET A-80.01 PARTITIONS: SEE SHEET A-80.01 -ALL NEW PARTITIONS SHALL BE TYPE A41 UNLESS OTHERWISE NOTED. -ALL FURRING SHALL BE MIN. 312" + FINISH UNLESS OTHERWISE DIMENSIONED. PARTITION TYPES SAFETY GLAZING ALL GLASS SHALL BE TEMPERED/SAFETY GLASS UNLESS OTHERWISE NOTED EMERGENCY ESCAPE ALL EMERGENCY ESCAPE EGRESS WINDOWS SHALL HAVE SILLS 40" A.F.F. UNLESS OTHERWISE NOTED (SEE ELEVATION AND SECTION DWGS). SYMBOLS LEGEND * SEE G-002.00 FOR ADDITIONAL SYMBOLS A PARTITIONS & WALLS:CEILING OBJECTS:LEGEND: TRUE NORTH 14.7 O 1 HPC-2.004 PROPOSED LOWER LEVEL FLOOR PLAN :: 121 WEST BLEEKER SCALE : 1/4" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP HPC-2.004 PROPOSED LOWER LEVEL HPC MAY 2021 FLOOR PLAN: 158 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINE10' FRONT YARD SETBACK5' SIDE YARD SETBACK 5' SIDE YARD SETBACK 5' REAR YARD SETBACK(GARAGE)10' HABITABLE REAR SETBACKUP ENTRY PORCH (OPENED) M-100 ENTRY / STAIR TO UPPER GUEST SUITE M-103 24" MICRO/ COFFEE DRAWERS BELOW DW PIANO/ DEN M-104 BUILT IN CLOSET KITCHEN PENINSULA M-107-B TWO STALL GARAGE M-113 30" REF 24" FRE KITCHEN M-107-A BENCH48" FIREPLACE (OPEN TWO SIDES) UTILITIES TO BE LOCATED ALONG EAST STAIR WALL - 48" HEIGHT PROPOSED LIVING AREA M-105 121 ENTRY AREA (MAIN) M-101 MUDROOM M-111 UP DN 4'-3" x 30" TALL SERVING BUFFET / STORAGE BELOW 24" DOUBLE OVENS BELOW RANGE STORAGE / PANTRY 45" GAS / 6BURNER COOKTOPW/ DOWNDRAFTVENTSTORAGE 8' x 4' TABLE REPRESENTED 121 STAIR / ELEVATOR HALLWAY / CIRCULATION M-108 SSP 36 x 60 ELEVATOR M-109 DINING AREA M-106 ON GRADE PATIO AREA M-104-A GARAGE HALL M-110 30" TALL PLANTING FOR SCREENING FROM BLEEKER 24" TALL INTEGRATED FIRE FEATURE & LIGHTWELL EGRESS SHAFT STORAGE BELOWCOUNTERCOUNTER APPLIANCE GARAGE w/ SHELVING STORAGE OPAQUE SKYLIGHT DW DN DN BUILT IN HEARTH GRATED LIGHTWELL CONDITION GRATED LIGHTWELL CONDITION WINDOW BUMP OUT WINDOWBUMP OUT13 T @ 11" (landings v.i.f.) 14 R @ 7-3/4" = 9'-1/2" 1 T @ 1-2" (landing 4') 2 R @ 7" = 1'-2" UP POWDER M-102 COATS 20 T @ 11" (landings v.i.f.)21 R @ 6-3/4" = 11'-9 3/4"24 T @ 11" (landings v.i.f.)25 R @ 6-1/2" = 13'-6 3/4"20 T @ 1'-4"2 R @ 7" = 1'-2"T.O. F.F. Conc. Garage ELEV - 101'-5" (V.I.F.) T.O. Plwd. Garage ELEV - 101'-0" (V.I.F.) T.O. F.F. Main Level ELEV - 100'-3" (V.I.F.) T.O. Plwd. Main Level ELEV - 100'-0" (V.I.F.) T.O. F.F. Entry ELEV - 101'-5" (V.I.F.) T.O. F.F. Entry ELEV - 101'-5" (V.I.F.) 2 T @ 1'-6" (landings v.i.f.) 3 R @ 6-3/4" = 1'-8 1/4" T.O. F.F. Main Level ELEV - 100'-3" (V.I.F.) T.O. Plwd. Main Level ELEV - 100'-0" (V.I.F.) T.O. F.F. Exterior Patio ELEV - 100'-2 3/4" (V.I.F.) T.O. F.F. Exterior Patio ELEV - 101'-4 3/4" (V.I.F.) -2 SLOPE FROM INTERIOR -2 SLOPE FROM INTERIOR -1 SLOPE FROM INTERIOR G E PROPOSED RESTORATION OF ( PER HISTORICAL IMAGERY) ORIGINAL OPEN NORTH ENTRY PORCH + DETAILING CU-1 CU-2 CU-3 CU-4 CU-5 BENCH W/ HOOKS ABOVE CUBBIES COATS/ HANGING POWDER M-11212'-578"24'-058"17'-838"5'-41516"18'-17 8"75'-115 8"5'-83 4" 22'-111 2"25'-01 2"27'-115 8" 16'-113 8"12'-634"11'-578"7'-3"5'-278"77'-2"5'-35 8"16'-111 4" 10'-35 8"14'-7"28'-5"27'-115 8"1'-23 8" 28'-5"5'-918"1'-23 8"49'5'-9"5'-178"23'26'REAR ALLEY (SOUTH) - PUBLIC ROWEAST SIDE YARD ALLEY - PUBLIC ROW ON GRADE PATIO AREA M-104-A T.O. F.F. Exterior Patio ELEV - 100'-2 3/4" (V.I.F.) -2 SLOPE FROM INTERIOR OPAQUE SKYLIGHT 14'-10"13'-7" PLAN NOTES DIMENSIONS: DO NOT SCALE DRAWINGS. SCOPE ENTAILS THE PARTIAL DEMOLITION AND PRESERVATION OF AN EXISTING HISTORIC HOUSE, AND CONSTRUCTION OF A NEW BASEMENT AND ADDITION LAYOUT OF THE DESIGN RELIES ON ALIGNMENTS AND HOLD DIMENSIONS AS WELL AS POSSIBLE ADJUSTMENTS DUE TO FIELD CONDITIONS AND TRADE COORDINATION. ALL WORK MUST BE CHALKED AND LAID OUT BY THE GC PRIOR TO CONSTRUCTION. ALL DISCREPANCIES MUST BE RECTIFIED BY THE GC AND ARCHITECT PRIOR TO CONSTRUCTION. CONTENT LOCATION: ELEVATIONS: SHEET A-30.01 BUILDING SECTION: SHEET A-31.01 PARTITIONS: SHEET A-80.01 PARTITIONS: SEE SHEET A-80.01 -ALL NEW PARTITIONS SHALL BE TYPE A41 UNLESS OTHERWISE NOTED. -ALL FURRING SHALL BE MIN. 312" + FINISH UNLESS OTHERWISE DIMENSIONED. PARTITION TYPES SAFETY GLAZING ALL GLASS SHALL BE TEMPERED/SAFETY GLASS UNLESS OTHERWISE NOTED EMERGENCY ESCAPE ALL EMERGENCY ESCAPE EGRESS WINDOWS SHALL HAVE SILLS 40" A.F.F. UNLESS OTHERWISE NOTED (SEE ELEVATION AND SECTION DWGS). SYMBOLS LEGEND * SEE G-002.00 FOR ADDITIONAL SYMBOLS A PARTITIONS & WALLS:CEILING OBJECTS:LEGEND: TRUE NORTH 14.7 O HPC-2.005 1 HPC-2.005 PROPOSED MAIN LEVEL FLOOR PLAN :: 121 WEST BLEEKER SCALE : 1/4" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP PROPOSED MAIN LEVEL HPC MAY 2021 FLOOR PLAN: 159 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINE5' SIDE YARD SETBACK 5' SIDE YARD SETBACK 5' REAR YARD SETBACK(GARAGE)10' HABITABLE REAR SETBACKGUEST MASTER SUITE U-201 GUEST MASTER SUITE STAIR U-200 GUEST MASTER SUITE CLOSET U-202 GUEST MASTER SUITE CLOSET U-203 SEASONAL STORAGE U-204 BUILT IN HANGING/ SHELVING BUILT IN DESK/ STORAGE MEDIA OPEN TO BELOW DN 121 STAIR / ELEVATOR MASTER HALLWAY U-206 SSP 36 x 60 ELEVATOR U-205 ORTAL (2 SIDED) BUILT IN FIREPLACE BUILT-IN CABINETRY W/ DOORS, SHELVES, & BED RECESSED INTO AREA. INTEGRATED LIGHTINGCUSTOM BUILT INSHELVING W/ DOORSCUSTOM BUILT INSHELVING W/ DOORSROOF DECK-MASTER U-214 MASTER CLOSET A U-207 MASTER BEDROOM SUITE U-210 MASTER BATHROOM U-211 CUSTOM JACUZZI & RAISED PLATFORM AREA - 5'-0" x 9'-0" SPA BUILT-IN DESK AND STORAGE MASTER OFFICE U-209 M-212 TOILET M-213 WASH MST. CLOSET B U-208 4 T @ 11" (landings v.i.f.) 5 R @ 6-11/16" = 2'-9 1/2"UP 13 T @ 11" (landings v.i.f.) 14 R @ 7-3/4" = 9'-1/2"DN GUEST MASTER BATHROOM U-205 20 T @ 11" (landings v.i.f.)21 R @ 6-3/4" = 11'-9 3/4"T.O. F.F. Upper Level ELEV - 112'-1" (V.I.F.) T.O. Plwd. Upper Level ELEV - 111'-10" (V.I.F.) T.O. F.F. Master Deck ELEV - 111'-11 1/2" (V.I.F.) T.O. Plwd. Master Deck / Garage ELEV - 111'-5 1/4" (V.I.F.) T.O. F.F. Upper / Mater Suite Level ELEV - 112'-3/4" (V.I.F.) T.O. Plwd. Upper Level ELEV - 111'-9 3/4" (V.I.F.) PROPOSED RESTORATION OF (BELIEVED PER HISTORICAL IMAGERY & EXISTING CONDITIONS) ORIGINAL SOUTH FACADE ROOF MASSING + FORM CU-1 CU-2 CU-3 CU-4 CU-5 STACKED W/D 23'-734"24'-058"12'-578"27'-115 8"25' 18'-17 8"75'-115 8"5'-83 4" 23' 18'10'-83 4" 70'-115 8"10'-35 8" 27'-115 8"25'18' 12'13' 18'-15 8" 16'-111 4" 1'-23 8" 18'-115 16" 12'13'49'5'-9"11'38'14'35'REAR ALLEY (SOUTH) - PUBLIC ROWEAST SIDE YARD ALLEY - PUBLIC ROW G E 5'-178"5'6'-11"24'-6"3'-7"14'5'-7"PLAN NOTES DIMENSIONS: DO NOT SCALE DRAWINGS. SCOPE ENTAILS THE PARTIAL DEMOLITION AND PRESERVATION OF AN EXISTING HISTORIC HOUSE, AND CONSTRUCTION OF A NEW BASEMENT AND ADDITION LAYOUT OF THE DESIGN RELIES ON ALIGNMENTS AND HOLD DIMENSIONS AS WELL AS POSSIBLE ADJUSTMENTS DUE TO FIELD CONDITIONS AND TRADE COORDINATION. ALL WORK MUST BE CHALKED AND LAID OUT BY THE GC PRIOR TO CONSTRUCTION. ALL DISCREPANCIES MUST BE RECTIFIED BY THE GC AND ARCHITECT PRIOR TO CONSTRUCTION. CONTENT LOCATION: ELEVATIONS: SHEET A-30.01 BUILDING SECTION: SHEET A-31.01 PARTITIONS: SHEET A-80.01 PARTITIONS: SEE SHEET A-80.01 -ALL NEW PARTITIONS SHALL BE TYPE A41 UNLESS OTHERWISE NOTED. -ALL FURRING SHALL BE MIN. 312" + FINISH UNLESS OTHERWISE DIMENSIONED. PARTITION TYPES SAFETY GLAZING ALL GLASS SHALL BE TEMPERED/SAFETY GLASS UNLESS OTHERWISE NOTED EMERGENCY ESCAPE ALL EMERGENCY ESCAPE EGRESS WINDOWS SHALL HAVE SILLS 40" A.F.F. UNLESS OTHERWISE NOTED (SEE ELEVATION AND SECTION DWGS). SYMBOLS LEGEND * SEE G-002.00 FOR ADDITIONAL SYMBOLS A PARTITIONS & WALLS:CEILING OBJECTS:LEGEND: TRUE NORTH 14.7 O 1 HPC-2.006 PROPOSED UPPER LEVEL FLOOR PLAN :: 121 WEST BLEEKER SCALE : 1/4" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP HPC-2.006 PROPOSED UPPER LEVEL HPC MAY 2021 FLOOR PLAN: 160 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINE10' FRONT YARD SETBACK5' SIDE YARD SETBACK 5' SIDE YARD SETBACK 5' REAR YARD SETBACK(GARAGE)10' HABITABLE REAR SETBACKREAR ALLEY (SOUTH) - PUBLIC ROW12 16 CEDAR SHINGLE ROOFING PROPOSED FLASH & WATERPROOF AS NECESSARY RIDGE RIDGE RIDGE RIDGE RIDGERIDGERIDGERIDGE12 16 12 16 12 16 12 1612 16 12 16 12 16 12 16 12 16 12 16 12 16 12 16 12 16 12 16 12 16 CEDAR SHINGLE ROOFING PROPOSED FLASH & WATERPROOF AS NECESSARY MASONRY CHIMNEY FLAT ROOF STANDARD STONE BALLAST TOPPING PROPOSED SLOPE 2 MIN SLOPE 2 MIN SLOPE2 MINSLOPE2 MIN0 0 00NON-PERMEABLE DECK AREA : PROPOSED STONE DECKING SLOPE 2 MIN SLOPE 2 MIN SLOPE2 MINSLOPE2 MIN0 0 00SLOPE 2 MIN SLOPE 2 MIN SLOPE2 MINSLOPE2 MIN0 0 00ROOF DECK-MASTER U-214 T.O. Plwd. Connector ELEV - 111'-10" (V.I.F.) FLAT ROOF WITH NEW RUBBER DRAINAGE MATT, STONE BALLAST & WATERPROOFING AS NECESSARY. FLASH & WATERPROOF ROOFING CONDITIONS AS REQUIRED.PV-130 PANEL PV ROOF SYSTEM SITUATED @ 45 DEGREES PV-2PV-20PV-3PV-4PV-21PV-5PV-22PV-23PV-6PV-7PV-24PV-25PV-8PV-9PV-26PV-10PV-27PV-28PV-11PV-12PV-29PV-30PV-13PV-14PV-15NON REFLECTIVE MATTE / PAINT LOCKED METAL ROOFING PROPOSED 12 1 PROPOSED RESTORATION OF (BELIEVED PER HISTORICAL IMAGERY & EXISTING CONDITIONS) ORIGINAL SOUTH FACADE ROOF MASSING + FORM FP CHIMNEY NON REFLECTIVE MATTE / PAINT LOCKED METAL ROOFING PROPOSED 12 12 12 12 FLAT ROOF WITH NEW RUBBER DRAINAGE MATT, STONE BALLAST & WATERPROOFING AS NECESSARY. FLASH & WATERPROOF ROOFING CONDITIONS AS REQUIRED. EAST SIDE YARD ALLEY - PUBLIC ROW CUSTOM JACUZZI & RAISED PLATFORM AREA - 5'-0" x 9'-0" SPA PV-19PV-18PV-17PV-16G E SLOPE 2 MIN SLOPE 2 MIN SLOPE2 MINSLOPE2 MIN0 0 0012 12 12 12 SNOW BARS SNOW BARS SNOW BARS SNOW BARS 23'-734"24'-058"12'-578"27'-115 8"25' 18'-17 8"75'-115 8" 23' 18'10'-83 4" 70'-115 8"10'-35 8" 27'-115 8"25'18' 12'13' 18'-15 8" 16'-111 4" 1'-23 8" 18'-115 16" 12'13'49'5'-9"11'38'14'35'5'-178"5'6'-11"24'-6"3'-7"14'ROOF PLAN NOTES LEGEND: ROOFING SLOPES: 1. FOR ROOFING MATERIALS AND NOTES SEE 'MATERIAL NOTES ON A-30 SERIES ELEVATION SHEETS. 2. ROOF SLOPES ARE SHOWN DIRECTLY ON ROOF PLAN. 3. ALL FLAT ROOFS AND BALCONIES SHALL SLOPE A MINIMUM OF 2% TOWARD DRAINS. 3529,'(´3/<:22'6+($7+,1*29(5[ 675,33,1*$´2&723529,'(6/23(72'5$,16 AT FLAT ROOF CONDITIONS. 5. WATER SHALL NOT BE ALLOWED TO PUDDLE OR POOL ON ANY PART OF THE ROOF. NO OBSTACLE SHALL IMPEDE THE FLOW OF WATER TO DESIGNATED DRAIN. &5,&.(766+$//%(&216758&7(':,7+´&'; PLYWOOD AND SHALL BE PROTECTED AND FLASHED WITH METAL CRICKET SADDLES WITH LOCKED AND SOLDERED JOINTS. GUTTERS, DOWNSPOUTS AND ROOF DRAINS: 7. GUTTERS SHALL BE CONSTRUCTED 24 GA PAINTED STEEL WIT ´(;3$16,21-2,176 EVERY 30 FT (MAX) *877(566+$//6/23($0,12)´72:$5' DOWNSPOUTS. 9. SEE ROOF PLAN AND ELEVATIONS FOR DOWNSPOUT LOCATIONS. 10. PROVIDE DOME WIRE BASKET AT EACH DOWNSPOUT/DRAIN LOCATION. 11. CONTRACTOR SHALL TEST ALL CONCEALED DOWNSPOUTS FOR LEAKAGE PRIOR TO CLOSE IN. CONTRACTOR SHALL PROVIDE A 10 YEAR WARRANTY AGAINST LEAKAGE. 12. ROOF DRAINAGE TO BE CONNECTED TO AN APPROVED CITY DRAINAGE DEVICE. ALL RAINWATER TO BE DIRECTED TO STREET OR APPROVED OUTLET. ATTIC VENTILATION AND ROOF VENTS: 13. VENTS AT FLAT ROOFS AND ROOF STACKS SHALL PROJECT ABOVE THE ROOF THE MINIMUM DISTANCE REQUIRED BY THE CODE AND SHALL BE LOCATED IN AREAS NOT VISIBLE FOR THE STREET. EXACT LOCATIONS TO BE COORDINATED WITH THE ARCHITECT PRIOR TO INSTALLATION. 14. ALL VENT AND ROOF STACKS TO HAVE RAIN PROTECTION CAPS. 15. PROVIDE WATERPROOFING, FLASHING AND COUNTER FLASHING AT ALL ROOF PENETRATIONS. ALL SEAMS AND JOINTS SHALL BE CAULKED AND SEALED. 16. COLOR OF EXPOSED ROOF VENTS AND STACKS SHALL MATCH THE COLOR OF THE ROOF TILES OR FINISHED ROOF MATERIAL. 17. ATTIC VENTILATION SHALL BE A MI. OF 1 /150 OF THE AREA TO BE VENTILATED AND SHALL HAVE A VAPOR RETARDER HAVING A TRANSMISSION RATE NOT EXCEEDING 1 PERM INSTALLED ON THE WARM SIDE OF THE INSULATION. 18. VENTILATION IS NOT REQUIRED IN AREAS WHERE ROOF INSULATION IS INSTALLED BETWEEN RAFTERS WITH NO AIR SPACE BETWEEN INSULATION AND ROOF SHEATHING. 19. VENTS SHALL BE CONSTRUCTED WITH 24 GA PAINTED METAL. LOUVERS AND 1/4x1/4x WIRE CLOTH SHALL CONFORM TO SMACNA GUIDE LINES. LOUVERS SHALL BE CONSTRUCTED TO DEFLECT DRIVEN RAIN. ROOF DRAINAGE (FLAT ROOF CONDITIONS (WHERE APPLICABLE): ALL ROOFS SHALL BE PROVIDED WITH ROOF DRAINS AND OVERFLOW DRAINS. DRAINS SHALL BE &211(&7('72´/($'(56 *$/9$1,=('67((/ SECONDARY OVERFLOW PIPING SHALL BE INDEPENDENT OF PRIMARY PIPING AND SHALL DISCHARGE IN A VISIBLE, CONSPICUOUS LOCATION, $%29(*5$'(29(5)/2:'5$,16+$//(;7(1'´ ABOVE THE ROOF. ´6,=,1*2)3,3(6 $7$´)7522)6/23( :,// PROVIDE DRAINAGE FOR 2,900 SF OF ROOF AREA. STRAINERS SHALL BE PROVIDED. STRAINERS 6+$//127(;7(1'/(667+$1´$%29(7+( SURFACE OF THE ROOF IMMEDIATELY ADJACENT TO THE DRAIN. TRUE NORTH 14.7 O 1 HPC-2.007 PROPOSED ROOF PLAN :: 121 WEST BLEEKER SCALE : 1/4" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP HPC-2.007 PROPOSED HPC MAY 2021 ROOF PLAN: 161 162 1.RESTORE FRONT ENTRY (BLEEKER STREET) PORCH TO OPEN CONDITION PER HISTORICAL RECORD. RAILING AND ORNATE DETAILING, POSTS TO BE RESTORED / SIMPLIFIED TO ORIGINAL DETAILING CONDITIONS PER HISTORICAL IMAGING. REFER TO PROPOSED ELEVATIONS. 2.NON-HISTORIC WEST SIDE YARD PORCH & SECONDARY ENTRY / MUDROOM / TIE IN TO ENCLOSED BREEZEWAY / CONNECTOR TO BE REMOVED. WEST WALL HISTORIC WINDOW OPENINGS AND DORMER TO REMAIN AND BE RESTORED PER HISTORIC CONDITIONS. ALL NON-HOSTORIC DETAILING TO BE REMOVED ACCORDINGLY. 3.NON-HISTORIC 4/12 GABLE MASSING DIRECTLY ABUTTED TO THE SOUTH ELEVATION OF THE HISTORIC VICTORIAN TO BE REMOVED IN ITS ENTIRETY. PER HISTORICAL IMAGERY AND EXISTING IMAGING - DESIGN INTENT TO RE-ESTABLISH THE HISTORICAL 16/ 12 MASS AND FORM CONSISTENT WITH THE EXISTING HISTORICAL CONDITIONS "MIRRORED" E-W / N-S. DETAILING TO MATCH EXISTING HISTORICAL CONDITIONS. SOUTH WEST REAR CORNER OF VICTORIAN TO BE RE-ESTABLISHED PER PROPOSED ELEVATIONS AND PLANNING. 4.EAST ELEVATION MASSING DIRECTLY ABUTTED TO EXISTING VICTORIAN TO BE REMOVED. SOUTH EAST REAR ORIGINAL VICTORIAN CORNER TO BE RE-ESTABLISHED PER PROPOSED ELEVATIONS AND PLANNING. 5.EXISTING GARAGE AND SECONDARY 16/12 GABLE MASSING AREA OF THE EXISTING HOME TO BE REMOVED IN ITS ENTIRETY. PROPOSED NEW MASSING BRINGS ALL PROPOSED MASSING TO BE LEGALLY DEVELOPED WITHIN THE PROPERTY BOUNDARY. 6.PER HISTORICAL IMAGING, CHIMNEY HEIGHT + PROPORTION WAS LIKELY RECONSTRUCTED PER 1990'S ADDITIONS. PROPOSE TO RESTORE / RECONSTRUCT HISTORICAL VICTORIAN CHIMNEY TO MORE ACCURATE HISTORICAL DESIGN INTENT.EAST SIDE YARDPROPERTY LINE(SIDE ALLEY)WEST SIDE YARDPROPERTY LINE5' SIDE YARD SETBACK5' SIDE YARD SETBACK16 12 16 12 EAST SIDE YARDALLEY START25' R-6 Height Limit T.O. Plwd. Upper (Hold Ex. Plwd. Ht.) ELEV - 111'-10" (V.I.F.) T.O. Plate Main Level (Not Lower - TBD) ELEV - 110'-5 1/4" (V.I.F.) 7894 T.O. 16/12 Ridge(Secondary) Cross Gable ELEV - 122'-11" (V.I.F.) T.O. F.F. Main Lvl. (Victorian) ELEV - 101'-5" (V.I.F.) T.O. Masonry Chimney (TBD) ELEV - 135'-2 1/8" (V.I.F.) T.O. Upper Level 16/12 Spring Point ELEV - 113'-6" (V.I.F.) T.O. 16/12 N-S Ridge Primary Gable ELEV - 130'-10 1/8" (V.I.F.) T.O. 16/12 E-W Dormer Spring Points ELEV - 121'-5" (V.I.F.) T.O. 16/12 E-W Dormer Ridges ELEV - 125'-7 1/4" (V.I.F.) 1/3 Height of 16/12 Historic Gable Roof ELEV - 119'-3 3/4" (V.I.F.) 1 4 12 8 12 2 3 3 3 5 5 4 12 HISTORIC RESTORATION KEY / DEMOLITION : AREAS SHADED TO BE REMOVED 6 5 3 4 EAST SIDE YARDALLEY STARTEAST SIDE YARDPROPERTY LINE(SIDE ALLEY)5' SIDE YARD SETBACK5' SIDE YARD SETBACKWEST SIDE YARDPROPERTY LINE7894 T.O. Plwd. Upper (Hold Ex. Plwd. Ht.) ELEV - 111'-10" (V.I.F.) T.O. F.F. Upper Level Victorian ELEV - 112'-1" (V.I.F.) T.O. Plate Main Level (Not Lower - TBD) ELEV - 110'-5 1/4" (V.I.F.) T.O. 16/12 Ridge(Secondary) Cross Gable ELEV - 122'-11" (V.I.F.) T.O. Masonry Chimney (TBD) ELEV - 135'-2 1/8" (V.I.F.) T.O. Upper Level 16/12 Spring Point ELEV - 113'-6" (V.I.F.) T.O. 16/12 N-S Ridge Primary Gable ELEV - 130'-10 1/8" (V.I.F.) T.O. 16/12 E-W Dormer Spring Points ELEV - 121'-5" (V.I.F.) T.O. 16/12 E-W Dormer Ridges ELEV - 125'-7 1/4" (V.I.F.) 25' R-6 Height Limit Historic Victorian + Associative Massing T.O. F.F. Main Lvl. (Victorian) ELEV - 101'-5" (V.I.F.) 5 5 5 5 5 2 2 12 9 12 1 HPC-3.001 EXISTING ELEVATION/ SECTIONS - NORTH ELEVATION (121 BLEEKER) :: 121 WEST BLEEKER SCALE : 3/16" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP HPC-3.001 2 HPC-3.001 EXISTING ELEVATION/ SECTIONS - NORTH ELEVATION (INTERIOR : CONNECTOR / ADDITION) :: 121 WEST BLEEKER SCALE : 3/16" = 1'-0" EXISTING HPC JANUARY 2021 ELEVATIONS 163 7894PROPERTY LINEEDGE OF CURB:BLEEKER STREET7894 7895.4 ALLEY ASPHALTREAR YARDPROPERTY LINE5' REAR YARDSETBACK (GARAGE)10' REAR YARD SETBACK(HABITABLE)10' FRONT YARDSETBACK7895 7896 7894 25' R-6 Height Limit T.O. Plwd. Upper (Hold Ex. Plwd. Ht.) ELEV - 111'-10" (V.I.F.) T.O. F.F. Upper Level Victorian ELEV - 112'-1" (V.I.F.) T.O. Plate Main Level (Not Lower - TBD) ELEV - 110'-5 1/4" (V.I.F.) T.O. 16/12 Ridge(Secondary) Cross Gable ELEV - 122'-11" (V.I.F.) T.O. Masonry Chimney (TBD) ELEV - 135'-2 1/8" (V.I.F.) T.O. Upper Level 16/12 Spring Point ELEV - 113'-6" (V.I.F.) T.O. 16/12 N-S Ridge Primary Gable ELEV - 130'-10 1/8" (V.I.F.) T.O. 16/12 E-W Dormer Spring Points ELEV - 121'-5" (V.I.F.) T.O. 16/12 E-W Dormer Ridges ELEV - 125'-7 1/4" (V.I.F.) CURB : BLEEKER STREET 16 12 16 121/3 Height of 16/12 Historic Gable Roof ELEV - 119'-3 3/4" (V.I.F.) T.O. F.F. Main Lvl. (Victorian) ELEV - 101'-5" (V.I.F.) 16 12 5 5 5 5 5 5 1 2 2 2 2 53 3 3 6 HISTORIC RESTORATION KEY / DEMOLITION : AREAS SHADED TO BE REMOVED 1.RESTORE FRONT ENTRY (BLEEKER STREET) PORCH TO OPEN CONDITION PER HISTORICAL RECORD. RAILING AND ORNATE DETAILING, POSTS TO BE RESTORED / SIMPLIFIED TO ORIGINAL DETAILING CONDITIONS PER HISTORICAL IMAGING. REFER TO PROPOSED ELEVATIONS. 2.NON-HISTORIC WEST SIDE YARD PORCH & SECONDARY ENTRY / MUDROOM / TIE IN TO ENCLOSED BREEZEWAY / CONNECTOR TO BE REMOVED. WEST WALL HISTORIC WINDOW OPENINGS AND DORMER TO REMAIN AND BE RESTORED PER HISTORIC CONDITIONS. ALL NON-HOSTORIC DETAILING TO BE REMOVED ACCORDINGLY. 3.NON-HISTORIC 4/12 GABLE MASSING DIRECTLY ABUTTED TO THE SOUTH ELEVATION OF THE HISTORIC VICTORIAN TO BE REMOVED IN ITS ENTIRETY. PER HISTORICAL IMAGERY AND EXISTING IMAGING - DESIGN INTENT TO RE-ESTABLISH THE HISTORICAL 16/ 12 MASS AND FORM CONSISTENT WITH THE EXISTING HISTORICAL CONDITIONS "MIRRORED" E-W / N-S. DETAILING TO MATCH EXISTING HISTORICAL CONDITIONS. SOUTH WEST REAR CORNER OF VICTORIAN TO BE RE-ESTABLISHED PER PROPOSED ELEVATIONS AND PLANNING. 4.EAST ELEVATION MASSING DIRECTLY ABUTTED TO EXISTING VICTORIAN TO BE REMOVED. SOUTH EAST REAR ORIGINAL VICTORIAN CORNER TO BE RE-ESTABLISHED PER PROPOSED ELEVATIONS AND PLANNING. 5.EXISTING GARAGE AND SECONDARY 16/12 GABLE MASSING AREA OF THE EXISTING HOME TO BE REMOVED IN ITS ENTIRETY. PROPOSED NEW MASSING BRINGS ALL PROPOSED MASSING TO BE LEGALLY DEVELOPED WITHIN THE PROPERTY BOUNDARY. 6.PER HISTORICAL IMAGING, CHIMNEY HEIGHT + PROPORTION WAS LIKELY RECONSTRUCTED PER 1990'S ADDITIONS. PROPOSE TO RESTORE / RECONSTRUCT HISTORICAL VICTORIAN CHIMNEY TO MORE ACCURATE HISTORICAL DESIGN INTENT.REAR YARDPROPERTY LINE5' REAR YARDSETBACK (GARAGE)10' REAR YARD SETBACK(HABITABLE)25' R-6 Height Limit 10' FRONT YARDSETBACKPROPERTY LINEEDGE OF CURB:BLEEKER STREETT.O. Plwd. Upper (Hold Ex. Plwd. Ht.) ELEV - 111'-10" (V.I.F.) T.O. F.F. Upper Level Victorian ELEV - 112'-1" (V.I.F.) T.O. Plate Main Level (Not Lower - TBD) ELEV - 110'-5 1/4" (V.I.F.) 7896 7895.4 ALLEY ASPHALT 7895 7894 78947894 T.O. 16/12 Ridge(Secondary) Cross Gable ELEV - 122'-11" (V.I.F.) T.O. Masonry Chimney (TBD) ELEV - 135'-2 1/8" (V.I.F.) T.O. Upper Level 16/12 Spring Point ELEV - 113'-6" (V.I.F.) T.O. 16/12 N-S Ridge Primary Gable ELEV - 130'-10 1/8" (V.I.F.) T.O. 16/12 E-W Dormer Spring Points ELEV - 121'-5" (V.I.F.) T.O. 16/12 E-W Dormer Ridges ELEV - 125'-7 1/4" (V.I.F.) CURB : BLEEKER STREET 16 12 16 12 T.O. F.F. Main Lvl. (Victorian) ELEV - 101'-5" (V.I.F.) 16 12 16 12 16 12 6 5 35 5 5 5 3 3 4 4 4 1 1 1 HPC-3.002 EXISTING ELEVATION/ SECTIONS - WEST ELEVATION (NEIGHBORING) :: 121 WEST BLEEKER SCALE : 3/16" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP HPC-3.002 2 HPC-3.002 EXISTING ELEVATION/ SECTIONS - EAST ELEVATION (SIDE ALLEY) :: 121 WEST BLEEKER SCALE : 3/16" = 1'-0" EXISTING HPC JANUARY 2021 ELEVATIONS 164 WEST SIDE YARDPROPERTY LINE5' SIDE YARD SETBACK5' SIDE YARD SETBACKEAST SIDE YARDPROPERTY LINE(SIDE ALLEY)EAST SIDE YARDALLEY STARTT.O. Plwd. Upper (Hold Ex. Plwd. Ht.) ELEV - 111'-10" (V.I.F.) T.O. F.F. Upper Level Victorian ELEV - 112'-1" (V.I.F.) T.O. Plate Main Level (Not Lower - TBD) ELEV - 110'-5 1/4" (V.I.F.) T.O. 16/12 Ridge(Secondary) Cross Gable ELEV - 122'-11" (V.I.F.) T.O. Masonry Chimney (TBD) ELEV - 135'-2 1/8" (V.I.F.) T.O. Upper Level 16/12 Spring Point ELEV - 113'-6" (V.I.F.) T.O. 16/12 N-S Ridge Primary Gable ELEV - 130'-10 1/8" (V.I.F.) T.O. 16/12 E-W Dormer Spring Points ELEV - 121'-5" (V.I.F.) T.O. 16/12 E-W Dormer Ridges ELEV - 125'-7 1/4" (V.I.F.) 7894 25' R-6 Height Limit 1/3 Height of 16/12 Historic Gable Roof ELEV - 119'-3 3/4" (V.I.F.) HISTORIC RESTORATION KEY / DEMOLITION : AREAS SHADED TO BE REMOVED 1.RESTORE FRONT ENTRY (BLEEKER STREET) PORCH TO OPEN CONDITION PER HISTORICAL RECORD. RAILING AND ORNATE DETAILING, POSTS TO BE RESTORED / SIMPLIFIED TO ORIGINAL DETAILING CONDITIONS PER HISTORICAL IMAGING. REFER TO PROPOSED ELEVATIONS. 2.NON-HISTORIC WEST SIDE YARD PORCH & SECONDARY ENTRY / MUDROOM / TIE IN TO ENCLOSED BREEZEWAY / CONNECTOR TO BE REMOVED. WEST WALL HISTORIC WINDOW OPENINGS AND DORMER TO REMAIN AND BE RESTORED PER HISTORIC CONDITIONS. ALL NON-HOSTORIC DETAILING TO BE REMOVED ACCORDINGLY. 3.NON-HISTORIC 4/12 GABLE MASSING DIRECTLY ABUTTED TO THE SOUTH ELEVATION OF THE HISTORIC VICTORIAN TO BE REMOVED IN ITS ENTIRETY. PER HISTORICAL IMAGERY AND EXISTING IMAGING - DESIGN INTENT TO RE-ESTABLISH THE HISTORICAL 16/ 12 MASS AND FORM CONSISTENT WITH THE EXISTING HISTORICAL CONDITIONS "MIRRORED" E-W / N-S. DETAILING TO MATCH EXISTING HISTORICAL CONDITIONS. SOUTH WEST REAR CORNER OF VICTORIAN TO BE RE-ESTABLISHED PER PROPOSED ELEVATIONS AND PLANNING. 4.EAST ELEVATION MASSING DIRECTLY ABUTTED TO EXISTING VICTORIAN TO BE REMOVED. SOUTH EAST REAR ORIGINAL VICTORIAN CORNER TO BE RE-ESTABLISHED PER PROPOSED ELEVATIONS AND PLANNING. 5.EXISTING GARAGE AND SECONDARY 16/12 GABLE MASSING AREA OF THE EXISTING HOME TO BE REMOVED IN ITS ENTIRETY. PROPOSED NEW MASSING BRINGS ALL PROPOSED MASSING TO BE LEGALLY DEVELOPED WITHIN THE PROPERTY BOUNDARY. 6.PER HISTORICAL IMAGING, CHIMNEY HEIGHT + PROPORTION WAS LIKELY RECONSTRUCTED PER 1990'S ADDITIONS. PROPOSE TO RESTORE / RECONSTRUCT HISTORICAL VICTORIAN CHIMNEY TO MORE ACCURATE HISTORICAL DESIGN INTENT. 6 T.O. F.F. Main Lvl. (Victorian) ELEV - 101'-5" (V.I.F.) 5 3 5 3 5 3 3 5 2 5 2 2 4 4 4 4 4 5 16 12 16 12 4 12 4 12 8 12 Existing Massing Behind South Alley ElevationWEST SIDE YARDPROPERTY LINE5' SIDE YARD SETBACK25' R-6 Height Limit 5' SIDE YARD SETBACKEAST SIDE YARDPROPERTY LINE(SIDE ALLEY)EAST SIDE YARDALLEY START5 5 5 5 2 12 4 12 16 12 1 HPC-3.003 EXISTING ELEVATION/ SECTIONS - SOUTH ELEVATION (INTERIOR : HISTORIC VICTORIAN) :: 121 WEST BLEEKER SCALE : 3/16" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP HPC-3.003 2 HPC-3.003 EXISTING ELEVATION/ SECTIONS - SOUTH ELEVATION (REAR ALLEY) :: 121 WEST BLEEKER SCALE : 3/16" = 1'-0" EXISTING HPC JANUARY 2021 ELEVATIONS 165 EAST SIDE YARDPROPERTY LINE(SIDE ALLEY)WEST SIDE YARDPROPERTY LINE5' SIDE YARD SETBACK5' SIDE YARD SETBACK16 12 16 12 EAST SIDE YARDALLEY START25' R-6 Height Limit T.O. Plwd. Upper (Hold Ex. Plwd. Ht.) ELEV - 111'-10" (V.I.F.) T.O. Plwd. Main Level (13" lower than existing floor) ELEV - 100'-0" (V.I.F.) T.O. F.F. Upper Level Victorian ELEV - 112'-1" (V.I.F.) T.O. F.F. Main Level ELEV - 100'-3" (V.I.F.) T.O. Plate Main Level (Not Lower - TBD) ELEV - 110'-5 1/4" (V.I.F.) T.O. Ceiling Lower (Subgrade) Level (Not Lower - TBD) ELEV - 96'-9 1/4" (V.I.F.) 7894 T.O. 16/12 Ridge(Secondary) Cross Gable ELEV - 122'-11" (V.I.F.) T.O. F.F. Main Lvl. Entry (Victorian) ELEV - 101'-5" (V.I.F.) T.O. Conc. Lower Level ( TBD) ELEV - 86'-7 1/4" (V.I.F.) (TBD) T.O. Masonry Chimney (TBD) ELEV - 135'-2 1/8" (V.I.F.) T.O. Upper Level 16/12 Spring Point ELEV - 113'-6" (V.I.F.) T.O. 16/12 N-S Ridge Primary Gable ELEV - 130'-10 1/8" (V.I.F.) T.O. 16/12 E-W Dormer Spring Points ELEV - 121'-5" (V.I.F.) T.O. 16/12 E-W Dormer Ridges ELEV - 125'-7 1/4" (V.I.F.) T.O. Conc. Light Well (2'-6" above Proposed F.F.) ELEV - 89'-1 1/4" (V.I.F.) T.O. Conc. Grotto ( TBD) ELEV - 86'-3 1/4" (V.I.F.) (TBD) ACH 101'-5" = 7895.5 ELEV (V.I.F.)15' Maximum. Subgrade Line of F.F. 1/3 Height of 16/12 Historic Gable Roof ELEV - 119'-3 3/4" (V.I.F.)EAST SIDE YARDALLEY STARTEAST SIDE YARDPROPERTY LINE(SIDE ALLEY)5' SIDE YARD SETBACK5' SIDE YARD SETBACKWEST SIDE YARDPROPERTY LINE7894 T.O. Plwd. Upper (Hold Ex. Plwd. Ht.) ELEV - 111'-10" (V.I.F.) T.O. Plwd. Main Level (13" lower than existing floor) ELEV - 100'-0" (V.I.F.) T.O. F.F. Upper Level Victorian ELEV - 112'-1" (V.I.F.) T.O. F.F. Main Level ELEV - 100'-3" (V.I.F.) T.O. Plate Main Level (Not Lower - TBD) ELEV - 110'-5 1/4" (V.I.F.) T.O. 16/12 Ridge(Secondary) Cross Gable ELEV - 122'-11" (V.I.F.) T.O. F.F. Main Lvl. Entry (Victorian) ELEV - 101'-5" (V.I.F.) T.O. Masonry Chimney (TBD) ELEV - 135'-2 1/8" (V.I.F.) T.O. Upper Level 16/12 Spring Point ELEV - 113'-6" (V.I.F.) T.O. 16/12 N-S Ridge Primary Gable ELEV - 130'-10 1/8" (V.I.F.) T.O. 16/12 E-W Dormer Spring Points ELEV - 121'-5" (V.I.F.) T.O. 16/12 E-W Dormer Ridges ELEV - 125'-7 1/4" (V.I.F.) 25' R-6 Height Limit T.O. Ceiling Lower (Subgrade) Level (Not Lower - TBD) ELEV - 96'-9 1/4" (V.I.F.) T.O. Conc. Lower Level ( TBD) ELEV - 86'-7 1/4" (V.I.F.) (TBD) T.O. Conc. Light Well (2'-6" above Proposed F.F.) ELEV - 89'-1 1/4" (V.I.F.) T.O. Conc. Grotto ( TBD) ELEV - 86'-3 1/4" (V.I.F.) (TBD) ACH 101'-5" = 7895.5 ELEV (V.I.F.)15' Maximum. Subgrade Line of F.F. Historic Victorian Massing 1 HPC-3.004 PROPOSED ELEVATION/ SECTIONS - NORTH ELEVATION (121 BLEEKER) :: 121 WEST BLEEKER SCALE : 3/16" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP HPC-3.004 2 HPC-3.004 PROPOSED ELEVATION/ SECTIONS - NORTH ELEVATION (INTERIOR : CONNECTOR / ADDITION) :: 121 WEST BLEEKER SCALE : 3/16" = 1'-0" PROPOSED HPC MAY 2021 ELEVATIONS 166 7894PROPERTY LINEEDGE OF CURB:BLEEKER STREET7894 7895.4 ALLEY ASPHALT REAR YARDPROPERTY LINE5' REAR YARDSETBACK (GARAGE)10' REAR YARD SETBACK(HABITABLE)10' FRONT YARDSETBACK7895 7896 7894 25' R-6 Height Limit 1/3 Height of 12/12 Gable Roof ELEV - 123'-9 1/4" (V.I.F.) G E 15' Maximum. Subgrade Line of F.F. 25' R-6 Height Limit T.O. Plwd. Upper (Hold Ex. Plwd. Ht.) ELEV - 111'-10" (V.I.F.) T.O. Plwd. Main Level (13" lower than existing floor) ELEV - 100'-0" (V.I.F.) T.O. F.F. Upper Level Victorian ELEV - 112'-1" (V.I.F.) T.O. F.F. Main Level ELEV - 100'-3" (V.I.F.) T.O. Plate Main Level (Not Lower - TBD) ELEV - 110'-5 1/4" (V.I.F.) T.O. Ceiling Lower (Subgrade) Level (Not Lower - TBD) ELEV - 96'-9 1/4" (V.I.F.) T.O. 16/12 Ridge(Secondary) Cross Gable ELEV - 122'-11" (V.I.F.) T.O. F.F. Main Lvl. Entry (Victorian) ELEV - 101'-5" (V.I.F.) T.O. Conc. Lower Level ( TBD) ELEV - 86'-7 1/4" (V.I.F.) (TBD) T.O. Masonry Chimney (TBD) ELEV - 135'-2 1/8" (V.I.F.) T.O. Upper Level 16/12 Spring Point ELEV - 113'-6" (V.I.F.) T.O. 16/12 N-S Ridge Primary Gable ELEV - 130'-10 1/8" (V.I.F.) T.O. 16/12 E-W Dormer Spring Points ELEV - 121'-5" (V.I.F.) T.O. 16/12 E-W Dormer Ridges ELEV - 125'-7 1/4" (V.I.F.) CURB : BLEEKER STREET T.O. Conc. Light Well (2'-6" above Proposed F.F.) ELEV - 89'-1 1/4" (V.I.F.) T.O. Plwd. Main Level ELEV - 100'-0" (V.I.F.) T.O. F.F. Main Level ELEV - 100'-3" (V.I.F.) T.O. Ceiling Lower (Subgrade) Level (Not Lower - TBD) ELEV - 96'-9 1/4" (V.I.F.) T.O. Conc. Lower Level ELEV - 86'-7 1/4" (V.I.F.) (TBD) T.O. Conc. Light Well (2'-6" above Proposed F.F.) ELEV - 89'-1 1/4" (V.I.F.) T.O. Plwd. Garage Level ELEV - 101'-0" (V.I.F.) T.O. F.F. Garage Level ELEV - 101'-5" (V.I.F.) ELEV - 110'-5 1/4" (V.I.F.) T.O. Plate Main Level/ Garage (Not Lower - TBD) T.O. Plwd. Main Master Deck Over Garage ELEV - 111'-5 1/4" (V.I.F.) T.O. Plwd. Upper Level/ Master Suite ELEV - 111'-10" (V.I.F.) T.O. F.F. Upper/ Master Suite Level ELEV - 112'-1" (V.I.F.) T.O. Wood Master Deck Railing/ Wall ELEV - 115'-8" (V.I.F.) T.O. Plate / Spring Point 1/12 Shed Dormer (Low) ELEV - 120'-1" (V.I.F.) T.O. Plate Master Bed Alley Bump Up ELEV - 121'-2" (V.I.F.) ELEV - 129'-9 3/8" (V.I.F.) ELEV - 119'-7" (V.I.F.) T.O. Plate/ Spring Point Master Bed 12/12 Gable T.O. Ridge Height of 12/12 Gable Roof 16 12 16 12 12 12 12 1 ACH 101'-5" = 7895.5 ELEV (V.I.F.) 1/3 Height of 16/12 Historic Gable Roof ELEV - 119'-3 3/4" (V.I.F.)HC ELECTRICGASREAR YARDPROPERTY LINE5' REAR YARDSETBACK (GARAGE)10' REAR YARD SETBACK(HABITABLE)25' R-6 Height Limit 10' FRONT YARDSETBACKPROPERTY LINEEDGE OF CURB:BLEEKER STREETT.O. Plwd. Upper (Hold Ex. Plwd. Ht.) ELEV - 111'-10" (V.I.F.) T.O. Plwd. Main Level (13" lower than existing floor) ELEV - 100'-0" (V.I.F.) T.O. F.F. Upper Level Victorian ELEV - 112'-1" (V.I.F.) T.O. F.F. Main Level ELEV - 100'-3" (V.I.F.) T.O. Plate Main Level (Not Lower - TBD) ELEV - 110'-5 1/4" (V.I.F.) T.O. Ceiling Lower (Subgrade) Level (Not Lower - TBD) ELEV - 96'-9 1/4" (V.I.F.) 7896 7895.4 ALLEY ASPHALT 7895 7894 78947894 15' Maximum. Subgrade Line of F.F. T.O. 16/12 Ridge(Secondary) Cross Gable ELEV - 122'-11" (V.I.F.) T.O. F.F. Main Lvl. Entry (Victorian) ELEV - 101'-5" (V.I.F.) T.O. Conc. Lower Level ( TBD) ELEV - 86'-7 1/4" (V.I.F.) (TBD) T.O. Masonry Chimney (TBD) ELEV - 135'-2 1/8" (V.I.F.) T.O. Upper Level 16/12 Spring Point ELEV - 113'-6" (V.I.F.) T.O. 16/12 N-S Ridge Primary Gable ELEV - 130'-10 1/8" (V.I.F.) T.O. 16/12 E-W Dormer Spring Points ELEV - 121'-5" (V.I.F.) T.O. 16/12 E-W Dormer Ridges ELEV - 125'-7 1/4" (V.I.F.) CURB : BLEEKER STREET T.O. Conc. Light Well (2'-6" above Proposed F.F.) ELEV - 89'-1 1/4" (V.I.F.) 16 12 16 12 12 12 12 1 1/3 Height of 12/12 Gable Roof ELEV - 123'-9 1/4" (V.I.F.) T.O. Plwd. Main Level ELEV - 100'-0" (V.I.F.) T.O. F.F. Main Level ELEV - 100'-3" (V.I.F.) T.O. Ceiling Lower (Subgrade) Level (Not Lower - TBD) ELEV - 96'-9 1/4" (V.I.F.) T.O. Conc. Lower Level ELEV - 86'-7 1/4" (V.I.F.) (TBD) T.O. Conc. Light Well (2'-6" above Proposed F.F.) ELEV - 89'-1 1/4" (V.I.F.) T.O. Plwd. Garage Level ELEV - 101'-0" (V.I.F.) T.O. F.F. Garage Level ELEV - 101'-5" (V.I.F.) ELEV - 110'-5 1/4" (V.I.F.) T.O. Plate Main Level/ Garage (Not Lower - TBD) T.O. Plwd. Main Master Deck Over Garage ELEV - 111'-5 1/4" (V.I.F.) T.O. Plwd. Upper Level/ Master Suite ELEV - 111'-10" (V.I.F.) T.O. F.F. Upper/ Master Suite Level ELEV - 112'-1" (V.I.F.) T.O. Wood Master Deck Railing/ Wall ELEV - 115'-8" (V.I.F.) T.O. Plate / Spring Point 1/12 Shed Dormer (Low) ELEV - 120'-1" (V.I.F.) T.O. Plate Master Bed Alley Bump Up ELEV - 121'-2" (V.I.F.) ELEV - 129'-9 3/8" (V.I.F.) ELEV - 119'-7" (V.I.F.) T.O. Plate/ Spring Point Master Bed 12/12 Gable T.O. Ridge Height of 12/12 Gable Roof T.O. Conc. Grotto ( TBD) ELEV - 86'-3 1/4" (V.I.F.) (TBD) ACH 101'-5" = 7895.5 ELEV (V.I.F.) 16 12 OPAQUE SKYLIGHT 1 HPC-3.005 PROPOSED ELEVATION/ SECTIONS - WEST ELEVATION (NEIGHBORING) :: 121 WEST BLEEKER SCALE : 3/16" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP HPC-3.005 2 HPC-3.005 PROPOSED ELEVATION/ SECTIONS - EAST ELEVATION (SIDE ALLEY) :: 121 WEST BLEEKER SCALE : 3/16" = 1'-0" PROPOSED HPC MAY 2021 ELEVATIONS 167 WEST SIDE YARDPROPERTY LINE5' SIDE YARD SETBACK5' SIDE YARD SETBACKEAST SIDE YARDPROPERTY LINE(SIDE ALLEY)EAST SIDE YARDALLEY STARTT.O. Plwd. Upper (Hold Ex. Plwd. Ht.) ELEV - 111'-10" (V.I.F.) T.O. Plwd. Main Level (13" lower than existing floor) ELEV - 100'-0" (V.I.F.) T.O. F.F. Upper Level Victorian ELEV - 112'-1" (V.I.F.) T.O. F.F. Main Level ELEV - 100'-3" (V.I.F.) T.O. Plate Main Level (Not Lower - TBD) ELEV - 110'-5 1/4" (V.I.F.) T.O. Ceiling Lower (Subgrade) Level (Not Lower - TBD) ELEV - 96'-9 1/4" (V.I.F.) T.O. 16/12 Ridge(Secondary) Cross Gable ELEV - 122'-11" (V.I.F.) T.O. F.F. Main Lvl. Entry (Victorian) ELEV - 101'-5" (V.I.F.) T.O. Conc. Lower Level ( TBD) ELEV - 86'-7 1/4" (V.I.F.) (TBD) T.O. Masonry Chimney (TBD) ELEV - 135'-2 1/8" (V.I.F.) T.O. Upper Level 16/12 Spring Point ELEV - 113'-6" (V.I.F.) T.O. 16/12 N-S Ridge Primary Gable ELEV - 130'-10 1/8" (V.I.F.) T.O. 16/12 E-W Dormer Spring Points ELEV - 121'-5" (V.I.F.) T.O. 16/12 E-W Dormer Ridges ELEV - 125'-7 1/4" (V.I.F.) T.O. Conc. Light Well (2'-6" above Proposed F.F.) ELEV - 89'-1 1/4" (V.I.F.) T.O. Conc. Grotto ( TBD) ELEV - 86'-3 1/4" (V.I.F.) (TBD) ACH 101'-5" = 7895.5 ELEV (V.I.F.) 7894 25' R-6 Height Limit 15' Maximum. Subgrade Line of F.F. Proposed Massing Behind 1/3 Height of 16/12 Historic Gable Roof ELEV - 119'-3 3/4" (V.I.F.)WEST SIDE YARDPROPERTY LINE5' SIDE YARD SETBACKPV-1 28 PANEL PV ROOF SYSTEM SITUATED @ 45 DEGREES PV-2 PV-3 PV-4 PV-21 PV-5 PV-22 PV-23 PV-6 PV-7 PV-24 PV-25 PV-8 PV-9 PV-26 PV-10 PV-27 PV-28 PV-11 PV-12 PV-29 PV-30 PV-13 PV-14 T.O. Plwd. Upper (Hold Ex. Plwd. Ht.) ELEV - 111'-10" (V.I.F.) T.O. Plwd. Main Level (13" lower than existing floor) ELEV - 100'-0" (V.I.F.) T.O. F.F. Upper Level Victorian ELEV - 112'-1" (V.I.F.) T.O. F.F. Main Level ELEV - 100'-3" (V.I.F.) T.O. Plate Main Level (Not Lower - TBD) ELEV - 110'-5 1/4" (V.I.F.) T.O. 16/12 Ridge(Secondary) Cross Gable ELEV - 122'-11" (V.I.F.) T.O. F.F. Main Lvl. Entry (Victorian) ELEV - 101'-5" (V.I.F.) T.O. Masonry Chimney (TBD) ELEV - 135'-2 1/8" (V.I.F.) T.O. Upper Level 16/12 Spring Point ELEV - 113'-6" (V.I.F.) T.O. 16/12 N-S Ridge Primary Gable ELEV - 130'-10 1/8" (V.I.F.) T.O. 16/12 E-W Dormer Ridges ELEV - 125'-7 1/4" (V.I.F.) 25' R-6 Height Limit T.O. Ceiling Lower (Subgrade) Level (Not Lower - TBD) ELEV - 96'-9 1/4" (V.I.F.) T.O. Conc. Lower Level ( TBD) ELEV - 86'-7 1/4" (V.I.F.) (TBD) T.O. Conc. Light Well (2'-6" above Proposed F.F.) ELEV - 89'-1 1/4" (V.I.F.) T.O. Conc. Grotto ( TBD) ELEV - 86'-3 1/4" (V.I.F.) (TBD) ACH 101'-5" = 7895.5 ELEV (V.I.F.)15' Maximum. Subgrade Line of F.F. T.O. 16/12 E-W Dormer Spring Points ELEV - 121'-5" (V.I.F.)5' SIDE YARD SETBACKEAST SIDE YARDPROPERTY LINE(SIDE ALLEY)EAST SIDE YARDALLEY STARTPV-15 PV-20PV-19PV-18PV-17PV-16 1 HPC-3.006 PROPOSED ELEVATION/ SECTIONS - SOUTH ELEVATION (INTERIOR : HISTORIC VICTORIAN) :: 121 WEST BLEEKER SCALE : 3/16" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / CONCEPTUAL c 1 FRIDAY DESIGN, LLC 2020121 WEST BLEEKERRESIDENCE"TANGLED UP IN BLUE"121 West Bleeker Street, Aspen, CO 81611Owners: 121 W Bleeker LLC 121 West Bleeker Street Aspen, CO 81611 SURVEY ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com PROJECT DESIGNER / CITY REPRESENTATIVE 1 Friday Design PO BOX 7928 Aspen, Colorado 81612 T: 970.309.0695 www.1friday.com STRUCTURAL ENGINEER James Jackson Romeo, P.E. Structural Design Consultant, LLC 3901 Mountain Drive #11 Glenwood Springs, CO 81601 T: 970.945.4742 www.jjrstructural.com d e r e k m s k a l k o GENERAL CONTRACTOR Kaegebein Fine Homebuilding PO BOX 1570 Carbondale, Colorado 81623 T: 970.510.5797 www.kfhomebuilding.com CIVIL ENGINEER Boundaries Unlimited Inc. 923 Cooper Avenue, Suite 201 Glenwood Springs, CO 81601 T: 970.945.5252 www.bu-inc.com OWNERSHIP HPC-3.006 2 HPC-3.006 PROPOSED ELEVATION/ SECTIONS - SOUTH ELEVATION (REAR ALLEY) :: 121 WEST BLEEKER SCALE : 3/16" = 1'-0" PROPOSED HPC MAY 2021 ELEVATIONS 168 REGULAR MEETING HISTORIC PRESERVATION COMMISSION MAY 26 2021 Chairperson Thompson opened the meeting at 4:30 p.m. Commissioners in attendance: Kara Thompson, Scott Kendrick, Roger Moyer, Jeff Halferty, Jodi Surfas, Peter Fornell, Sheri Sanzone. Commissioners not in attendance: n/a Staff present: Amy Simon, Planning Director Sarah Yoon, Historic Preservation Planner Natalie Feinberg Lopez, Historic Preservation Officer Kate Johnson, Assistant City Attorney Wes Graham, Deputy City Clerk APPROVAL OF MINUTES: Mr. Fornell moved to approve the March 12th minutes. Mr. Kendrick seconded. Roll Call: Mr. Kendrick; Yes, Mr. Moyer; Yes, Mr. Halferty; Yes, Mr. Fornell; Yes, Ms. Surface; Yes Ms. Thompson; Yes. 6-0, motion passes. Ms. Sanzone joined the meeting. PUBLIC COMMENT: None. COMMISSIONER COMMENTS: Ms. Thompson stated that there was a discussion about meeting in person and an HPC Work Session. Ms. Simon stated that on June 1st all City of Aspen employees will be back in the office. She added there has been a discussion happening about bringing the boards back together in person. The staff liaisons will be reaching out to each board chair to discuss options and requirements. Ms. Simon said as far as a work session staff will put together a list of topics and maybe plan a retreat. Ms. Sanzone said she watched the HPC awards at the last council meeting. She said that the Mayor did an excellent job describing each project and that Councilwoman Mullins was very surprised and honored by her award. Ms. Simon said that staff is aiming for the August 10th council meeting to present the awards in person. DISCLOSURE OF CONFLICT: None. PROJECT MONITORING: Ms. Yoon stated that the most current project monitoring list was attached to the agenda. STAFF COMMENTS: Ms. Simon introduced Natalie Feinberg Lopez, as the city’s new Historic Preservation Officer. Ms. Lopez said that she is thrilled to join the city team. OLD BUSINESS: 121 W. Bleeker Street - Conceptual Major Development. Derek Skalko with 1st Friday Design representing the owner. 169 REGULAR MEETING HISTORIC PRESERVATION COMMISSION MAY 26 2021 Mr. Skalko said that they would like to focus on the refinement of the project and property. He reminded the board that the majority of the mass is the addition on the back and is non-historic. Mr. Skalko showed a historic photo of the structure and said that the plan is to bring the resource back to its pure form. He showed a rendering of the proposed plan where the new addition massing is pushed to the alley creating a clean space of 12 feet with a connecting element between the resource and the addition. Mr. Skalko said that the outside staircase that was proposed has been taken out of the plans and the massing of the additions has been reduced by 6 feet on the west side. He added that the grill that was proposed has been removed as well. Mr. Skalko said that on the east side they have decided to forgo the open-aired court-well and went with a simple skylight. The skylight will sit 13 feet 7 inches from the resource. He added that there will be a 5-foot fence along the alley, so the public will not be able to read this element. Mr. Skalko said that the area that was proposed for the outside staircase will now be shifted and used to create a wraparound porch for the master bedroom. He stated that now that the outside staircase and the open-aired court-well have been removed, they are asking for a smaller variance. Mr. Skalko said that there has been concern about the outside patio, which bumps up to the resource. He explained that the patio will sit 2 to 3 inches above grade and there will be a fence so no public view of this patio. Ms. Thompson asked if the shed roof mass that has shifted will hang over the skylights more so than the last iteration. Mr. Skalko said that is correct. Mr. Halferty asked what the distance is between the resource and the two-story addition. Mr. Skalko said 12 feet. Mr. Fornell asked the applicant to explain the patio detail further. Mr. Skalko said that the east and west patio will be utilized as a part of the kitchen and dining experience with an open-air concept. He explained that the patio will be stone only 2 to 3 inches above grade, for all intents and purposes they are grade-level conditions. Mr. Skalko said that there were conversations about pulling the patio away from the resource wall, he said that doing this one is creating a precarious detail for waterproofing failure. Mr. Fornell asked if the fence will be kept or recreated. Mr. Skalko said there have been many iterations of the fence through the decades and at certain points, there was no fence. He said that they intend to have a fence with wood construction referencing a historic photo. Mr. Fornell asked if the staff has an opinion on the fence. Ms. Yoon stated that this is a detail that they will cover in the final review as it relates to the landscape plan. STAFF COMMENTS: Ms. Yoon reviewed the history and the list of approvals that are being requested for this project. She stated that staff supports the removal of the non-historic addition and the restoration that goes along with the removal. Ms. Yoon said that the applicant is seeking a full basement and will pick up the resource and place it back in the original space. She said that the connecting element is wider than normal, however, and staff is in support of this in this case. The resource is taller than the addition and there is a loss of historic integrity due to the addition that is there now. Ms. Yoon said that the applicant has reduced the massing of the addition as it is viewed from Bleeker Street. She said that the side yard setback request has been removed since the applicant is no longer seeking the outside staircase. Ms. Yoon stated that staff would like HPC to discuss the paved patio condition. She explained that typically the resource needs to 170 REGULAR MEETING HISTORIC PRESERVATION COMMISSION MAY 26 2021 meet grade and not a paved material like the patios. Ms. Yoon said that staff supports the mass reduction on the second floor of the addition and that the addition is now more in line with the resource. She said that the height variation is no longer being requested since the large lightwell is not being pursued. The skylight that is now being proposed for natural light for the subgrade living area is a bit larger than typically seen, staff would like to see a slight reduction. Ms. Yoon said that there is a rear yard setback variation being asked for. She explained that the deck on top of the garage is considered a livable space. She added that the mechanical equipment will also need a setback variation. Mr. Fornell asked staff’s opinion on connecting elements. Ms. Yoon stated that the purpose of the connecting element is to distance the new development from the historic resource and to reduce the physical impact that it may undergo during construction. Mr. Kendrick stated that the ideal situation would be that there is no connecting element. He said that it is unique in the city building code that there is an option for a connecting element. Mr. Fornell said that his concern is that some individuals get them, and some don’t. He added that he wants to be fair to all applicants. Ms. Thompson stated that it is written into the code and HPC does not get to diced one way or another. Mr. Halferty said just take a look at this project where the applicant wants to take off an addition that is smashed up against a historic resource and this is why a connector is needed and works. Ms. Sanzone stated that she supports the proposed patios and that the applicant is doing a great job restoring and being sensitive to the resource. PUBLIC COMMENTS: None. COMMISSIONER COMMENTS: Ms. Thompson stated that the removal of the staircase and reduction of the massing is a great improvement. She said there is concern about the overhang above the skylight. Mr. Moyer asked Ms. Thompson why she’s concerned about the overhang. Ms. Thompson said it is just a concern in elevation and the consistency of the plane along the resource and alley side. She explained that before it gave the illusion of a longer connecting element with more space between the addition and resource. Mr. Moyer asked Ms. Thompson why she thinks it was changed. Ms. Thompson stated that she does not have the old plans in front of her but to her best guess, the master suite was re-laid out. Mr. Fornell asked if the skylight would be used as egress. Mr. Skalko said no. Mr. Fornell asked if there were no bedrooms in the basement then. Mr. Skalko stated there is no need for egress from that room and that there are bedrooms in the basement, and they all have egress. Mr. Fornell asked if the egress is at grade and if you push up or have a railing. Mr. Kendrick said it’s on grade. Mr. Halferty said as far as massing, the connecting element is larger than typically seen. He added that the shed form that is on top of the link makes the link seem bigger. Mr. Halferty said that he agrees with Ms. Thompson’s statement about the overhang. 171 REGULAR MEETING HISTORIC PRESERVATION COMMISSION MAY 26 2021 Mr. Kendrick asked if the height is below the resource then the applicant does not need to maintain that 10-foot distance. Ms. Yoon said that is correct. Mr. Kendrick said that this fits into the guidelines. He said he appreciates that the addition is below the resource. Mr. Kendrick said that he agrees with fellow board members that there are areas that could be cleaned up a bit. Ms. Thompson stated that she does not have a problem with the width of the linking element, and it was a lot cleaner when the shed roof element lined up with the linking elements. Mr. Moyer stated that he agrees with the staff’s comments and is ready to approve. Ms. Sanzone said she agrees with staff on the massing and that there are a lot of details being shown that will be discussed at the final. She added that she does not mind the width of the linking element. She reiterated her support for the patios. Ms. Thompson said that she agrees with Ms. Sanzone about the patios. She added that she is ok with the skylight as proposed and supports approval. Ms. Surfas stated that she is in support of the project. Mr. Fornell said that the applicant did a great job addressing the concerns from HPC. He raised concerns about the setback variations being granted. Ms. Thompson said that the setback conversation was extensively discussed at the first meeting. She explained that the garage variance is for a railing on top of the garage and adding mechanical equipment under the garage. She added that this will not change the footprint. She further added that there is mechanical equipment shown in the side yard and this will grant them to sit on grade. Ms. Thompson said that she is good to approve the project and asked the applicant to consider the massing above the linking element. Mr. Fornell moved to approve Resolution #10, Series of 2021; Mr. Kendrick seconded. Ms. Sanzone asked why the square footage was changed from 250 to 205. Mr. Halferty said that they did not need all 250. Ms. Sanzone asked if the applicant needed more could they come and request and be granted that. Mr. Kendrick stated no that would change the mass and scale. Ms. Sanzone said that she wants to make sure the applicant is aware of the 45-sf difference. Roll Call: Mr. Kendrick; Yes, Mr. Moyer; Yes, Mr. Halferty; Yes, Mr. Fornell; Yes, Ms. Surface; Yes Ms. Thompson; Yes, Ms. Sanzone; Yes. 7-0, motion passes. NEW BUSINESS: Report on Colorado Preservation, Inc. conference. Ms. Yoon stated that the city was awarded a scholarship for some of the HPC members to attend the virtual CPI Conference. She said that this conference is about preservation and focuses on Colorado. Each commissioner discussed the seminars they attended and their experience. Mr. Halferty motioned to adjourn; Mr. Moyer Seconded Roll Call: Mr. Kendrick; Yes, Mr. Moyer; Yes, Mr. Halferty; Yes, Mr. Fornell; Yes, Ms. Surface; Yes Ms. Thompson; Yes, Ms. Sanzone; Yes. 7-0, motion passes. 172 REGULAR MEETING HISTORIC PRESERVATION COMMISSION MAY 26 2021 _________________________ Wes Graham, Deputy Clerk 173 RECEPTION#: 677590, R: $23.00, D: $0.00 DOC CODE: RESOLUTION Pg 1 of 3, 06/14/2021 at 11:46: 08 AM Janice K. Vos Caudill, Pitkin County, CO RESOLUTION #10, SERIES OF 2021 A RESOLUTION OF THE ASPEN HISTORIC PRESERVATION COMMISSION (HPQ GRANTING CONCEPTUAL MAJOR DEVELOPMENT REVIEW, RELOCATION, DIMENSIONAL VARIATIONS AND A FLOOR AREA BONUS FOR THE PROPERTY LOCATED AT 121 WEST BLEEKER STREET, THE EAST ''/2 OF LOT C, ALL OF LOT D, AND THE WEST''% OF LOT E, BLOCK 58, CITY AND TOWNSITE OF ASPEN, COLORADO PARCEL ID: 2735-124-39-003 WHEREAS, the applicant, 121 W Bleeker LLC, represented by 1 Friday Design, has requested HPC approval for Conceptual Major Development, Relocation, Setback Variations and a Floor Area Bonus for the property located at 121 W. Bleeker Street, the East %2 of Lot C, all of Lot D, and the West %2 of Lot E, Block 58, City and Townsite of Aspen, Colorado; and WHEREAS, Section 26.415.070 of the Municipal Code states that "no building or structure shall be erected, constructed, enlarged, altered, repaired, relocated or improved involving a designated historic property or district until plans or sufficient information have been submitted to the Community Development Director and approved in accordance with the procedures established for their review;" and WHEREAS, for Conceptual Major Development Review, the HPC must review the application, a staff analysis report and the evidence presented at a hearing to determine the project's conformance with the City of Aspen Historic Preservation Design Guidelines per Section 26.415.070.D.3.b.2 and 3 of the Municipal Code and other applicable Code Sections. As a historic landmark, the site is exempt from Residential Design Standards review. The HPC may approve, disapprove, approve with conditions or continue the application to obtain additional information necessary to make a decision to approve or deny; and WHEREAS, for approval of Relocation, the application shall meet the requirements of Aspen Municipal Code Section 26.415.090, Relocation; and WHEREAS, for approval of Setback Variations, the application shall meet the requirements of Aspen Municipal Code Section 26.415.110.C, Setback Variations; and WHEREAS, for approval of Floor Area Bonus, the application shall meet the requirements of Aspen Municipal Code Section 26.415.110.F, Floor Area Bonus; and WHEREAS, Community Development Department staff reviewed the application for compliance with applicable review standards and recommends approval with conditions; and WHEREAS, HPC reviewed the project on March 24, 2021 and May 26, 2021. HPC considered the application, the staff memo and public comment, and found the osal consistent with the review standards and granted approval with conditions by a vote o 7-0. - HPC Resolution 410, Series of 2021 Page I of 3 174 NOW, THEREFORE, BE IT RESOLVED: That HPC hereby approves Conceptual Major Development, Relocation, Dimensional Variations and Floor Area Bonus for 121 W. Sleeker Street, the East %2 of Lot C, all of Lot D, and the West '/2 of Lot E, Block 58, City and Townsite of Aspen, CO as follows: Section 1: Conceptual Major Develo ment Relocation Dimensional Variations and a Floor Area Bonus. HPC hereby approves Conceptual Major Development, Relocation, Dimensional Variations and Floor Area Bonus as proposed with the following conditions: 1. Work with relevant City Departments regarding comments related to the transformer, new water line and the stormwater mitigation plan. Minimize visual impact of stormwater features in the foreground of the historic resource. 2. The lightwell abutting the historic resource must have a curb height of 6" or less. 3. The front walkway material must be concrete, brick, or red sandstone pavers, and no more than 3' in width. 4. Provide a detailed roof plan showing the location of gutters, downspouts, snow clips and vents, for Final review. 5. A 205 s.f. floor area bonus is granted for the approved design as represented. All calculations will be confirmed during building permit review. Bonus floor area not used for this project will be forfeited and must be earned through a future request. 6. The following setback variations for the proposed addition are granted: 5' rear yard setback reduction for the addition above and below grade, as represented in the approved application 3'-10" east side yard setback reduction for the proposed mechanical equipment 8'-9" combined side yard setback reduction for the new addition and the mechanical equipment as represented in the approved application 7. As part of the approval to relocate the historic house on the site, the applicant will be required to provide a financial security of $30,000 until the house is set on the new foundation. The financial security is to be provided with the building permit application, along with a detailed description of the house relocation approach. 8. A development application for a Final Development Plan shall be submitted within one (1) year of the date of approval of a Conceptual Development Plan. Failure to file such anapplicationwithinthistimeperiodshallrendernullandvoidtheapprovaloftheConceptual Development Plan. The Historic Preservation Commission may, at its sole discretion and for good cause shown, grant a one-time extension of the expiration date for a ConceptualDevelopmentPlanapprovalforuptosix (6) months provided a written request for extension is received no less than thirty (30) days prior to the expiration date. Section 2• Material Representations 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 Community Development Department, the Historic PreservationCommission, or the Aspen 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 other specific conditions or an authorized authority. HPC Resolution #10, Series of 2021 Page 2 of 3 175 Section 3: Existing Litigation This Resolution 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 4: Severability If any section, subsection, sentence, clause, phrase, or portion of this Resolution 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. APPROVED BY THE COMMISSION at its regular meeting on the 261h day of May, 2021. Approved as to Form: Katharine Johrso i. Assistant City Attorney ATTEST: es Graham, Deputy City Clerk Approved as to Content: K ra homps i, Chair HPC Resolution #10, Series of 2021 Page 3 of 3 176 Page | 1 Figure 1: Site Location ACES Property MEMORANDUM TO:Mayor Torre and Aspen City Council THROUGH:Phillip Supino, Community Development Director FROM:Kevin Rayes, Planner MEMO DATE:July 6, 2021 MEETING DATE:July 13, 2021 RE:2nd Reading: Aspen Center for Environmental Studies (ACES): Minor Amendment to a Planned Development-Project Review and Growth Management Review to improve vehicular and pedestrian access and to expand the Visitor Center & Bird of Prey buildings. Applicant: Aspen Center for Environmental Studies,Chris Lane, CEO, 100 Puppy Smith St., Aspen, CO 81611 Representative: Forum Phi, Brett Lohr, 715 W. Main St. #204, Aspen, CO 81611 Location: 100 Puppy Smith St., Aspen, CO 81611, Legally described as Aspen Center for Environmental Studies Specially Planned Area Final Development Plan, according to the plat thereof recorded January 26, 2010 in Plat Book 93 at Page 1 and according to the First Addendum recorded July 8, 2011 in Plat Book 97 at Page 31. Current Zoning: Academic (A)with a Planned Development (PD) overlay Summary: The applicant is requesting a Minor Amendment to a Planned Development -Project Review,and Growth Management Review to make various changes to the property, including site improvements reconfiguring vehicular and pedestrian access, and expansion to the Visitor Center and Bird of Prey buildings. On May 4th, the Planning & Zoning Commission reviewed the proposed project.P&Z approved Stream Margin Review and Commercial Design Review and recommends approval of Project Review and Growth Management Review. Council is the final review authority on Growth Management and Project Review. Staff Recommendation: The proposed scope of work will improve access to the property in several ways. A proposed vehicle turnaround will provide space for buses and other vehicles to make safer maneuvers when entering and exiting. Expanding the road leading into ACES will improve emergency access. Expanding the Bird of Prey and Visitor Center buildings will create a better work environment for employees by adding much needed workspace and fenestration to offices and will provide a larger gathering area for visitors.ADA improvements to the Visitor Center will ensure ACES remains inclusive. Staff recommends approval of the request with the conditions listed on pages 8 & 9 of this memo. 177 Page | 2 REQUEST OF COUNCIL: The Applicant is requesting the following approvals from City Council: Minor Amendment, Project Review (Land Use Code Section 26.445.110.d) To expand the Visitor Center and Bird of Prey buildings, to improve vehicular and pedestrian access, and to make alterations as needed to replace trees on-site or to mitigate for stormwater impacts. ACES is zoned as a Planned Development (PD).Any development within a PD may occur only after all land use approvals are received. The proposed project must receive approval for Project Review and Detailed Review. Project Review, which is essentially a conceptual design, is the focus of this hearing and is intended to establish the dimensions of new development and ensure site planning is compatible with the context of the area and meets the standards required by the Engineering and Parks departments. Growth Management (Land Use Code Section 26.470.050.B, Employee Generation Rates & Section 26.470.080, General Review Standards) To assess affordable housing mitigation related to expansion of the Visitor Center and the Bird of Prey buildings. BACKGROUND: The Aspen Center for Environmental Studies (ACES) Hallam Lake Preserve is a 25.5-acre property, zoned Academic (A) with a Planned Development (PD) Overlay.ACES serves as an education center and nature preserve and is an important community asset. The property surrounds Hallam Lake and is adjacent to the Roaring Fork River. Today the property is improved with seven buildings-three are for public use and four are used for employee housing. The inception of ACES began in 1968, when the Paepcke family preserved the property for the purpose of outdoor education and land management. ACES was annexed into the City in 1997 via Council Ordinance No. 6, Series of 1997 which also granted a conceptual/final Specially Planned Area Development Plan (SPA, now PD) and rezoned the property to the Academic Zone District. The SPA agreement and Plat were recorded in a Final Development Plan in 2010.The purpose of the plat was to represent approval of the Specially Planned Area and to memorialize various improvements on the site, including several buildings and affordable housing units. However, many important details related to the property were omitted from the plat.For example, the size of each building was not represented, and some buildings were depicted but not identified. Additionally, only two elevation drawings were recorded within the plat and it is unclear which buildings are represented. (See plat in Exhibit D.) Figure 2: ACES Existing Site Layout Gravel Parking Employee Housing Education Center & Public Area Director HousingBird of Prey Building Pull Barn Hallam Lake 178 Page | 3 PROJECT SUMMARY: The applicant seeks the following changes and improvements to the property: 1. Reconfigure vehicular and pedestrian access to the property. As previously mentioned, ACES serves the community as an education center and nature preserve. Schools throughout the Valley often visit the property, bringing in large groups of students on buses. The dimensions of the existing driveway leading to the property cannot safely accommodate buses turning around, requiring drivers to make awkward maneuvers to exit. The applicant hopes to address this by reconfiguring the entry with a turn- around that is wide enough accommodate buses. 2. Expand the existing Visitor Center When visiting ACES, students often gather in the first floor of the Visitor Center for a presentation and to view some of the animals on site. The second floor of this building houses several offices for administrative staff. Given the growing popularity of ACES, the size of the Visitor Center is insufficient to comfortably host large gatherings. Additionally, the offices on the second floor remain cramped for employees working in that area. The applicant desires to expand the building on the east side, which will add 815 square feet of net leasable space. This addition will expand the building footprint and may require the Figure 4: Existing driveway approaching ACES as viewed from Puppy Smith Figure 3: Proposed Turn-Around at the Entrance to ACES Figure 5:Existing Visitors Center- North Elevation This area to be demolished Figure 6:Proposed Visitors Center- North Elevation Proposed addition 179 Page | 4 removal of some trees. The proposed addition will increase space on the first floor for visitors and will create more space on the second floor for staff. Expand the existing Bird of Prey Building The Bird of Prey building houses administrative offices. The building is located along the northern side of the property. As depicted in Figures 12 & 13, the building is designed as an A-Frame with minimal fenestration on the roof. The applicant proposes to reconfigure the roof by installing dormers on each side, which will add 51 square feet of net leasable space. According to the applicant, this is much needed as the existing slope of the roof significantly limits working area for staff. The dormers will provide greater head height, expanding the usable work area for existing employees. The proposed design will also add fenestration and natural light to the interior offices. Lastly, the applicant plans to replace the existing exterior access stair to the upper floor with a new stair (depicted in Figure 11). The proposed scope of work will not increase the building footprint. Figure 11:Proposed Bird of Prey- Rendering from the Southeast Figures 7 & 8:(Left) Visitor presentation area (Right) Employee offices Figures 9 & 10:Existing Visitors Center East façade Figures 12 & 13: Existing Bird of Prey Building- View from the South 180 Page | 5 1. According to a land use application from 1988, eight full-time and part-time employees, six summer interns and six visiting professors worked at ACES, a total of 20. For reference, in July 2020, a total of 30 part-time and full-time employees worked at ACES. As of July 2021, a total of 39 part-time and full-time employees work at ACES. DISCUSSION & STAFF FINDINGS: Update from First Reading Staff has included responses to the questions raised at First Reading from June 8 th, including history of employee housing at ACES. As previously mentioned, ACES was in the County until 1997, at which point the property was annexed into the City. While under County jurisdiction, in 1975 an existing barn was renovated to provide office space for employees, a natural history library and a reception area for visitors. The barn was again renovated and expanded in 1988 to keep up with growing visitation. The Board of County Commissioners considered ACES an “Essential Community Facility” (now referred to as an Essential Public Facility) and determined that no affordable housing mitigation would be required as part of these renovations.1 Upon being annexed into the City, (Ordinance No. 6, Series of 1997), five on-site affordable housing units were approved for development- three are in the Tree House and two within the Straw Bale House.While the deed-restrictions for these units exist in perpetuity, these units are considered voluntary, and not required for mitigation purposes. The Directors House and Professors House provide units for employees as well. However, it appears no deed-restrictions exist for these units. Assuming all bedrooms are used to house ACES employees, a total of 13 FTEs are currently housed onsite. The following charts summarize the number of FTEs housed onsite as compared to APCHA requirements. APCHA Standards Unit Type Occupancy Standard One bedroom 1.75 FTEs/Unit Two-bedroom 2.25 FTEs/Unit Three-bedroom 3.00 FTEs/Unit FTEs Currently Housed at ACES Studios 3 Units x 1.25 FTEs =3.75 FTEs One-Bedroom 1 Units X 1.75 FTEs =1.75 FTEs Two-Bedroom 2 Units x 2.25 FTEs = 4.5 FTEs Three-Bedroom 1 Unit x 3 FTEs = 3 FTEs Total FTEs Housed 13 FTEs 181 Page | 6 Building Name Current Status Directors House No deed-restriction on file Professors House No deed-restriction on file Tree House Voluntary deed-restriction (available to anyone working in Pitkin County) Straw Bale House Voluntary deed-restriction (available to anyone working in Pitkin County) At First Reading, Council was interested in updating existing deed-restrictions to ensure the on- site affordable housing units remain affordable and cannot be severed from the property. While the Tree House and Straw Bale House are both deed-restricted, the deed-restrictions on file are considered voluntary and could theoretically be used to generate credits (following a P&Z review and approval) by another entity needing to provide mitigation at some point in the future. Staff has added a condition of approval to the Ordinance requiring an update to existing deed- restrictions to clarify the number of bedrooms that exist in the Straw Bale and Tree House buildings. Council may choose to add an additional condition of approval to the Ordinance by amending the deed restrictions from voluntary to required mitigation which would restrict occupancy of the Straw Bale and Tree House to APCHA qualified ACES employees and remove the ability to generate affordable housing credits. Staff’s recommendation of approval does not include this condition. Council also expressed interest in deed-restricting the Director’s House and Professor’s House. Council may choose to add a condition of approval to the Ordinance requiring deed restrictions to be recorded on one or both of these buildings. Staff’s recommendation of approval does not include this condition. Lastly, Council discussed the ability to waive future audits if the applicant agrees to the conditions proposed by Council. The following condition of approval is currently included in the Ordinance: A formal employee audit shall be conducted prior to building permit approval. The audit is to be provided to APCHA for review with a required follow-up employee audit conducted 2 years and 5 years after a Certificate of Occupancy is issued. Any additional FTE’s that are directly related to the expansion of the Bird of Prey or Community Center buildings will need to be reviewed by City Council, who will determine whether FTEs will be mitigated and if so whether it will be via the cash-in-lieu established at the time of the employee audit or through on-site mitigation, off-site mitigation or the Affordable Housing Credit Program. APCHA only supports cash-in-lieu mitigation if the FTE generation is 0.10 FTEs or less. 182 Page | 7 Planned Development - Project Review The Project Review Standards focus on general concepts for development and allow the establishment of any dimensional requirements that vary from those allowed in the underlying zone district. Typically, Council would use the underlying zoning of the property as a guide for allowable development. In this case, the underlying zoning is Academic and there are no set dimensional parameters. Each project is reviewed on a case by case basis. ACES and the Aspen Meadows are the only properties zoned Academic within city limits. Although a variation from dimensional standards is not needed as part of this review, the criteria related to pedestrian, bicycle, and transit facilities as well as access and circulation should be addressed. There is no standard calculation for parking mitigation requirements for an Essential Public Facility project. The land use code requires development to improve pedestrian, bicycle, and transit facilities. Any vehicular access points or curb cuts should minimize impacts on pedestrian, bicycle, and transit facilities. Additionally, the code requires development to maintain perpetual, unobstructed vehicular access to a public way. Given the proposed reconfiguration of the front entry to ACES, staff finds that both requirements are met. Puppy Smith Street dead ends at the ACES gate and serves as the only public access point for vehicles, pedestrians, and bicyclists. The combination of employees, buses, and other visitors accessing the property often congests the entry. Buses dropping off visitors have trouble turning around when exiting, further exacerbating congestion, and decreasing pedestrian safety in the area. The proposed roundabout will provide the space needed for safer vehicular movements at the terminus of Puppy Smith Street. When turning around, vehicle movements will be isolated from pedestrians and bicyclists entering the property as the roundabout is offset from the main right-of-way as depicted in Figure 3. This configuration will also improve emergency access to the property as the turn-around will leave the right-of-way less congested. Adjacent to the proposed roundabout is Jenny Adair Park, which is preserved as open space. A portion of this area is owned by ACES and a portion is owned by the City. This area serves as a regional stormwater treatment facility. An underground easement exists through the open space to accommodate stormwater infrastructure owned by the City. The Engineering Department is working with the applicant to ensure any impacts to the Jenny Adair facility are minimized. A legal agreement between the City and ACES will be required before a building permit is issued. The agreement will address long-term maintenance and operation of the wetland and will clarify liability, ownership, facility protection, and the removal of contaminants as needed. Growth Management Review The applicant requests that ACES be considered an Essential Public Facility. Based on the previous designation by the County Board of Commissioners and the existing uses of the property, staff supports this request. Essential Public Facilities, often civic or non-profit uses, typically have unique functions and operational characteristics that do not lend themselves to a standard number of FTEs generated per square foot of building space. Their unique contributions to the community warrant special consideration with respect to various requirements of private development. Essential public facilities are therefore permitted to propose the employee generation which they believe to be accurate and the Planning and Zoning Commission determines the number of employees generated from any new development on site. 183 Page | 8 The application represents a small expansion of Floor Area to the Visitor Center and the Bird of Prey buildings. Between the two buildings, a total of 866 sq. ft. of Floor Area will be added (51 sq. ft. for the Bird of Prey Building and 815 sq. ft. for the Visitor Center). The additional area is intended to provide more functional offices within both buildings to improve the work environment for existing employees. The additional area is also intended to provide a larger, more comfortable gathering room for visitors and guests coming to the ACES property. Although the space will better accommodate the building users, the applicant has stated that no new employees will be added from the expansions. As such, the applicant has not proposed any affordable housing mitigation be provided with the project. The Planning & Zoning Commission, Community Development staff, and APCHA support this premise. As a condition of approval, the applicant will be required to provide a baseline calculation of existing Full-Time Equivalents (FTEs) employed by the organization. At two years and five years after the issuance of Certificates of Occupancy related to this project, audits will be conducted to determine if more employees have been added to work within the Community Center and the Bird of Prey buildings. If this is the case, Council has the authority to “assess, waive, or partially waive affordable housing mitigation requirements as deemed appropriate and warranted for the purpose of promoting civic uses and in consideration of broader community goals. The employee generation rates may be used as a guideline, but each operation shall be analyzed for its unique employee needs…” The review criteria addressing Growth Management are discussed in Exhibit B. P&Z, Staff and APCHA recommend the priority for any mitigation over 0.10 FTEs be in the form of on-site mitigation, off- site mitigation, or the purchase of credits through the Affordable Housing Credit program. Cash- in-lieu is the last choice and would require approval by City Council. P&Z RECOMMENDATION: On May 4, the Planning & Zoning Commission recommended approval of the request for a Minor Amendment to a Planned Development, Growth Management Review, Stream Margin Review, and Commercial Design Review to make various changes to the property, including site improvements reconfiguring vehicular and pedestrian access, and expansion to the Visitor Center and Bird of Prey buildings. The recommendation of approval was made with the following conditions: 1. The floor area is represented as 815 sq. ft. of additional net leasable space added to the Visitor Center and 51 sq. ft. of additional net leasable space added to the Bird of Prey Building, with no changes to existing building heights. For the purposes of this project, minimal design changes of a technical nature may be approved at building permit. Any subsequent changes impacting Floor Area or Net Leasable Area will require Planned Development and/or Growth Management Review. 2. To ensure the representation that no new FTEs will be added from this development is accurate, a formal employee audit will be conducted prior to building permit approval. The audit shall be provided to APCHA for review with a required follow-up employee audit to be conducted 2 years and 5 years after a Certificate of Occupancy is issued. Any additional FTE’s that are directly related to the expansion of the Bird of Prey or Community Center buildings will need to be reviewed by City Council, who will determine whether FTEs will be mitigated and if so whether it will be via the cash-in-lieu established at the time of the employee audit or through on-site mitigation, off-site mitigation or the Affordable Housing Credit Program. APCHA only supports cash-in-lieu mitigation if the FTE generation is 0.10 FTEs or less. 184 Page | 9 3. As part of this review, APCHA has requested that the applicant provide updated deed- restrictions for the existing affordable housing units on site. These units were voluntarily provided by ACES in the past and house the organization’s employees. The revised deed restrictions shall be submitted to APCHA within one hundred eighty (180) days following the date of Project Review approval and prior to Detailed Review. 4. Pursuant to the procedures and standards set forth in Title 26 of the Aspen Municipal Code, the Applicant is required to obtain Planned Development – Detail Review and Final Major Development Review in order to proceed to building permit. 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 the Planned Development – Project Review, Conceptual Major Development approval and Growth Management approval null and void. This deadline may be extended by the Community Development Director, pursuant to Section 26.445.090.C of the Land Use Code. 5. Pursuant to Land Use Code Section 26.445.090, Documents and Deadlines, a plan set shall be submitted to the Community Development department within one hundred eighty (180) days following the date of Project Review approval and prior to Detailed Review. The plan set shall include the following documents: A tree restoration plan. The plan shall include details related to planting of native trees and shrubs, as well as a seeding and ground stabilization plan. A grading and drainage plan. The plan shall include details of drainage and stormwater infrastructure. The Engineering and Parks departments may request relocation or realignment of grade lines or infrastructure to optimize tree preservation. A site plan. The plan shall depict parking space dimensions and lane width, the location and dimensions of a trash enclosure, the dimensions of the turnaround including lane width, sidewalk width and radius, the dimensions of the road expansion within ACES property, and a clear delineation demonstrating no disturbance to the Jenny Adair Wetlands. The plan set shall also clearly identify the size and use of all buildings and relevant improvements onsite. A bus turn-around diagram. 6. The project crosses the 1,000 sq. ft. of disturbance threshold that triggers a major Engineering review. The project shall provide a full civil plan stamped by a registered engineer at the time of building permit. Runoff from all disturbed areas shall be treated for water quality capture volume. 7. The applicant shall work with the Parks department to maximize restoration of canopy cover through the planting of native trees on the ACES property and around the Jenny Adair Wetlands pursuant to Chapter 13.20.020 of the Aspen Municipal Code. 8. Upon coordination with the Parks and Engineering departments, the applicant may be required to revise the configuration of the proposed turnaround to minimize tree removal, to avoid impacts to the surrounding wetlands and to meet all dimensional standards required by Engineering. 9. A maintenance and operation agreement regarding the Jenny Adair Wetlands shall be adopted between the City of Aspen and ACES prior to the issuance of a building permit for the bus turn-around. 185 Page | 10 FINANCIAL IMPACTS: N/A ENVIRONMENTAL IMPACTS: N/A RECOMMENDATION: Staff recommends approval of the request for an Insubstantial Amendment to a Planned Development- Project Review and Growth Management review with the conditions set forth in the Ordinance. PROPOSED MOTION: “I move to approve Ordinance #016 (Series of 2021) subject to the conditions recommended by staff. CITY MANAGER COMMENTS: __________________________________________________________________________ __________________________________________________________________________ __________________________________________________________________________ ATTACHMENTS: Exhibit A – Planned Development Project Review Criteria | Staff Findings Exhibit B – Growth Management Review Criteria | Staff Findings Exhibit C – P&Z Resolution #04, Series of 2021 Exhibit D – ACES Specially Planned Area Final Development Plan (2010) Exhibit E – Application 186 Ordinance #16, Series of 2021 ACES Page 1 of 9 ORDINANCE # 16 (SERIES OF 2021) AN ORDINANCE OF THE ASPEN CITY COUNCIL APPROVING A MINOR AMENDMENT TO A PLANNED DEVELOPMENT FOR PROJECT REVIEW, AND GROWTH MANAGEMENT REVIEW, FOR THE PROPERTY COMMONLY KNOWN AS 100 PUPPY SMITH STREET, LEGALLY DESCRIBED AS ASPEN CENTER FOR ENVIRONMENTAL STUDIES SPECIALLY PLANNED AREA FINAL DEVELOPMENT PLAN, ACCORDING TO THE PLAT THEREOF RECORDED JANUARY 26, 2010 IN PLAT BOOK 93 AT PAGE 1 AND ACCORDING TO THE FIRST ADDENDUM RECORDED JULY 8, 2011 IN PLAT BOOK 97 AT PAGE 31. COUNTY OF PITKIN, STATE OF COLORADO. WHEREAS,the Community Development department received an application from Chris Lane, CEO of the Aspen Center for Environmental Studies (ACES), requesting approval for a Minor Amendment to a Planned Development for Project Review, Stream Margin Review, Conceptual Commercial Design Review and Growth Management Reviewfor the property located at 100 Puppy Smith Street; and, WHEREAS, upon review of the application and the applicable Land Use Code standards, the Community Development Director recommended approval of the Minor Amendment to a Planned Development for Project Review, Stream Margin Review, Conceptual Commercial Design Review and Growth Management review; and, WHEREAS, the City of Aspen Planning and Zoning Commission recommended approval of the development proposal via Resolution #04, Series of 2021 under the applicable provisions of the Municipal Code as identified herein, reviewed and considered the recommendation of the Community Development Director and took and considered public comment at a duly noticed public hearing on May 4 th, 2021; and, WHEREAS, the Aspen City Council considered the request at 1st Reading on June 8th, 2021 and at 2nd Reading (a duly noticed public hearing) on July 13, 2021; and, WHEREAS, the Aspen City Council has reviewed and considered the request under the applicable provisions of the Municipal Code as identified herein, has reviewed and considered the recommendation of the Community Development Director, and has taken and considered public comment at a public hearing; and, WHEREAS,the Aspen City Council finds that the proposal for a Minor Amendment to a Planned Development and an 8040 Greenline Review Exemption meets the applicable land use standards, and voted X to X (X to X) on July 13th, 2021 to approve the request; and, 187 Ordinance #16, Series of 2021 ACES Page 2 of 9 WHEREAS, the City Council finds that this Ordinance furthers and is necessary for the promotion of public health, safety, and welfare. NOW, THEREFORE BE IT RESOLVED by the Aspen City Council: Section 1: Minor Amendment- Project Review Pursuant to the procedures and standards set forth in Title 26 of the Aspen Municipal Code, and the Commercial, Lodging and Historic District Design Standards and Guidelines, the Planning and Zoning Commission hereby approves the request for a Minor Amendment Project review, Conceptual Commercial Design review and Stream Margin review to conduct the following: Construct a turn-around at the front of the property to improve vehicular movements; and, Expand the Bird of Prey and Visitor Center buildings (depicted in Figure A of this ordinance); and, Reconstruct the existing ramp structures surrounding the Visitor Center to accommodate ADA access; and, These approvals are subject to the following condition and the conditions set forth in Section 3 of this Ordinance: 1. The Floor Area is represented as 815 sq. ft. of additional Net Leasable space to the Visitor Center and 51 sq. ft. of additional Net Leasable space to the Bird of Prey building with no changes to existing building heights. For the purposes of this project, minimal design changes of a technical nature may be approved at building permit. Any subsequent changes impacting Floor Area or Net Leasable Area will require Planned Development and/or Growth Management Review. Section 2: Growth Management Review The applicant’s representation that no additional FTEs are generated as part of this work is approved, subject to the following conditions: 1. To ensure the FTE representation is accurate, a formal employee audit will be conducted prior to building permit approval and provided to APCHA to review and approve with a required follow-up employee audit to be conducted 2 years after Certificate of Occupancy and 5 years after Certificate of Occupancy. Any additional FTE’s that are directly related to the expansion of the Bird of Prey or Community Center buildings will be forwarded to City Council for a determination of the required mitigation. Should mitigation be required, the recommendation is that Category 4 cash-in-lieu rate in effect at the time of the audit will be paid for 0.10 or less FTEs and that on-site mitigation, off-site mitigation or affordable housing credits will be provided for 0.10 or more FTEs. APCHA finds that mitigation via cash-in-lieu is the last resort for anything over 0.10 FTEs, a position which is supported by the Municipal Code. 188 Ordinance #16, Series of 2021 ACES Page 3 of 9 2. The applicant shall work with APCHA to provide an updated deed-restriction reflecting the existing affordable housing units on site. The revised deed restrictions shall be submitted to APCHA within one hundred eighty (180) following the date of Project Review approval and prior to Detailed Review. Section 3: Subsequent Reviews 1. Pursuant to the procedures and standards set forth in Title 26 of the Aspen Municipal Code, the Applicant is required to obtain Planned Development – Detail Review and Final Major Development Review in order to proceed to building permit. 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 the Planned Development – Project Review, Conceptual Major Development approval and Growth Management approval null and void. This deadline may be extended by the Community Development Director, pursuant to Section 26.445.090.C of the Land Use Code. 2. Pursuant to Land Use Code Section 26.445.090, Documents and Deadlines, a plan set shall be submitted to the Community Development department within one hundred eighty (180) days following the date of Project Review approval and prior to Detailed Review. The plan set shall include the following documents: A tree restoration plan. The plan shall include details related to planting of native trees and shrubs, as well as a seeding and ground stabilization plan, including preliminary costs to offset mitigation. A grading and drainage plan. The plan shall include details of drainage and stormwater infrastructure. The Engineering and Parks departments may request relocation or realignment of grade lines or infrastructure to optimize tree preservation. A site plan. The plan shall depict parking space dimensions and lane width, the location and dimensions of a trash enclosure, the dimensions of the turnaround including lane width, sidewalk width and radius, the dimensions of the road expansion within ACES property, and a clear delineation demonstrating no disturbance to the Jennie Adair Wetlands. The plan set shall also clearly identify the size and use of all buildings and relevant improvements onsite. Lastly, the plan shall depict an access easement on the bus turn-around area, allowing for the use of the general public. A bus turn-around diagram. 3. The project exceeds the 1,000 sq. ft. of disturbance threshold that triggers a major Engineering review. The project shall provide a full civil plan stamped by a registered engineer at the time of building permit. Runoff from all disturbed areas shall be treated for water quality capture volume. 189 Ordinance #16, Series of 2021 ACES Page 4 of 9 4. The applicant shall work with the Parks department to maximize restoration of canopy cover through the planting of native trees on the ACES property and around the Jennie Adair Wetlands pursuant to Chapter 13.20.020 of the Aspen Municipal Code. 5. Upon coordination with the Parks and Engineering departments, the applicant may be required to revise the configuration of the proposed turnaround to minimize tree removal, to avoid impacts to the surrounding wetlands and to meet all dimensional standards required by Engineering. 6. A maintenance and operation agreement regarding the Jenny Adair Wetlands shall be adopted between the City of Aspen and ACES prior to the issuance of a building permit for the bus turn-around. Section 4: Material Representations 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 Planning and Zoning Commission, are hereby incorporated in such site development approvals and the same shall be complied with as if fully set forth herein, unless amended by an authorized entity. Section 5: Existing Litigation 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 6: Severability 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. INTRODUCED, READ AND ORDERED PUBLISHED as provided by law, by the City Council of the City of Aspen on the 8th day of June 2021. APPROVED by City Council at its meeting on June 8, 2021. ATTEST: ______________________________________________________________ Nicole Henning, City Clerk Torre, Mayor 190 Ordinance #16, Series of 2021 ACES Page 5 of 9 FINALLY, adopted, passed, and approved by a X to X (X - 0) vote on this 13 th day of July 2021. Approved as to form: Approved as to content: ________________________________________________________ James R. True, City Attorney Torre, Mayor Attest: __________________________ Nicole Henning, City Clerk Exhibit A:Approved Plans for Bird of Prey and Visitor Center Buildings 191 Ordinance #16, Series of 2021 ACES Page 6 of 9 Exhibit A.1:Visitor’s Center Approved Elevations 192 Ordinance #16, Series of 2021 ACES Page 7 of 9 Exhibit A.1:Visitor’s Center Approved Elevations 193 Ordinance #16, Series of 2021 ACES Page 8 of 9 Exhibit A.2:Visitor’s Center Approved Elevations 194 Ordinance #16, Series of 2021 ACES Page 9 of 9 Exhibit A.2:Visitor’s Center Approved Elevations 195 Exhibit A Planned Development – Project Review Criteria Page | 1 The Project Review shall focus on the general concept for the development and shall outline any dimensional requirements that vary from those allowed in the underlying zone district. The burden shall rest upon an applicant to show the reasonableness of the development application and its conformity to the standards and procedures of this Chapter and this Title. The underlying zone district designation shall be used as a guide, but not an absolute limitation, to the dimensions which may be considered during the development review process. Any dimensional variations allowed shall be specified in the ordinance granting Project Approval. In the review of a development application for a Project Review, the Planning and Zoning Commission or the Historic Preservation Commission, as applicable, and City Council shall consider the following: A. Compliance with Adopted Regulatory Plans.The proposed development complies with applicable adopted regulatory plans. Staff Response: The subject property is subject to the First Addendum to Aspen Center for Environmental Studies Specially Planned Area Final Development Plan and the provisions set forth in Ordinance No. 6, Series of 1997. Staff finds this criterion met. B. Development Suitability.The proposed Planned Development prohibits development on land unsuitable for development because of natural or man-made hazards affecting the property, including flooding, mudflow, debris flow, fault ruptures, landslides, rock or soil creep, rock falls, rock slides, mining activity including mine waste deposit, avalanche or snow slide areas, slopes in excess of 30%, and any other natural or man-made hazard or condition that could harm the health, safety, or welfare of the community. Affected areas may be accepted as suitable for development if adequate mitigation techniques acceptable to the City Engineer are proposed in compliance with Title 29 – Engineering Design Standards. Conceptual plans for mitigation techniques may be accepted for this standard. The City Engineer may require specific designs, mitigation techniques, and implementation timelines be defined as part of the Detailed Review and documented within a Development Agreement. Staff Response:No development will be permitted within areas that are determined unsuitable for development. Pursuant to Land Use Code Section 26.445.090, Documents and Deadlines, a plan set is required to be submitted to the Community Development department within one hundred eighty (180) days following the date of Project Review approval and prior to Detailed Review (this condition is included in the Resolution as well). Required documentation includes a grading and drainage plan showing details of drainage and stormwater infrastructure, a tree restoration plan showing details related to planting of native trees and shrubs, a seeding and ground stabilization plan and a site plan. Upon coordination with the Parks and Engineering departments, the applicant may be required to revise the configuration of the proposed turnaround to minimize tree 196 Exhibit A Planned Development – Project Review Criteria Page | 2 removal, to avoid encroachment into the Jennie Adair Wetlands and to meet all dimensional standards required by Engineering. Staff finds this criterion met. C. Site Planning.The site plan is compatible with the context and visual character of the area. In meeting this standard, the following criteria shall be used: 1. The site plan responds to the site’s natural characteristics and physical constraints such as steep slopes, vegetation, waterways, and any natural or man-made hazards and allows development to blend in with or enhance said features. Staff Response: The applicant is currently working with the Parks and Engineering departments to ensure the site’s natural characteristics and physical constraints are protected. Upon reviewing a grading and drainage plan, both departments will prescribe mitigation techniques, including the replacement of any trees that are removed and the installation of stormwater infrastructure to offset the impacts of impervious surfaces. Staff finds this criterion met. 2. The project preserves important geologic features, mature vegetation, and structures or features of the site that have historic, cultural, visual, or ecological importance or contribute to the identity of the town. Staff Response: Upon reviewing the grading and drainage plan, the Engineering and Parks departments will work with the applicant to ensure this standard is met. This will be completed within 180 days following the date of Project Review and prior to Detailed review. No development will be permitted to impact the Jennie Adair wetlands without review and approval from both departments. The Parks department may limit tree removal and require trees to be replaced to ensure adequate preservation. Staff finds this criterion met. 3. Buildings are oriented to public streets and are sited to reflect the neighborhood context. Buildings and access ways are arranged to allow effective emergency, maintenance, and service vehicle access. Staff Response: Given the lack of street frontage and the inherent function of ACES as a conservation and nature site, orienting buildings towards public streets is not applicable. However, buildings and access way throughout the property are arranged for easy access from the roads and paths on the ACES property and to allow effective emergency maintenance and service vehicle access. Staff finds this criterion met. D. Dimensions. All dimensions, including density, mass, and height shall be established during the Project Review. A development application may request variations to any 197 Exhibit A Planned Development – Project Review Criteria Page | 3 dimensional requirement of this Title. In meeting this standard, consideration shall be given to the following criteria: 1. There exists a significant community goal to be achieved through such variations. 2. The proposed dimensions represent a character suitable for and indicative of the primary uses of the project. 3. The project is compatible with or enhances the cohesiveness or distinctive identity of the neighborhood and surrounding development patterns, including the scale and massing of nearby historical or cultural resources. 4. The number of off-street parking spaces shall be established based on the probable number of cars to be operated by those using the proposed development and the nature of the proposed uses. The availability of public transit and other transportation facilities, including those pedestrian access and/or the commitment to utilize automobile disincentive techniques in the proposed development, and the potential for joint use of common parking may be considered when establishing a parking requirement. 5. The Project Review approval, at City Council’s discretion, may include specific allowances for dimensional flexibility between Project Review and Detailed Review. Changes shall be subject to the amendment procedures of Section 26.445.110 – Amendments. Staff Response: A variation is not requested as part of this project. The representations made in the application depicting building mass and height along with the dimensions of the proposed roundabout will be depicted in a revised plat/site plan within 180 days following the date of Project Review and before Detailed Review. Staff finds this criterion met. E. Design Standards. The design of the proposed development is compatible with the context and visual character of the area. In meeting this standard, the following criteria shall be used: 1. The design complies with applicable design standards, including those outlined in Chapter 26.410, Residential Design Standards, Chapter 26.412, Commercial Design Standards, and Chapter 26.415, Historic Preservation. 2. The proposed materials are compatible with those called for in any applicable design standards, as well as those typically seen in the immediate vicinity. Exterior materials are finalized during Detailed Review, but review boards may set forth certain expectations or conditions related to architectural character and exterior materials during Project Review. Staff Responses: The proposed additions and alterations to the Bird of Prey and Visitor Center buildings comply with Conceptual Commercial Design Standards. The applicant has indicated that the building alterations 198 Exhibit A Planned Development – Project Review Criteria Page | 4 will incorporate materials that are consistent with existing building materials, which will be fully reviewed during Final Commercial Design review.Staff finds this criterion met. F. Pedestrian, bicycle & transit facilities.The development improves pedestrian, bicycle, and transit facilities. These facilities and improvements shall be prioritized over vehicular facilities and improvements. Any vehicular access points, or curb cuts, minimize impacts on existing or proposed pedestrian, bicycle, and transit facilities. The City may require specific designs, mitigation techniques, and implementation timelines be defined as part of the Detailed Review and documented within a Development Agreement. Staff Response: Many visitors come to ACES on a bus. The existing right-of-way at the front of the property is inadequate for buses to safely maneuver a turnaround to exit, requiring awkward movement that negatively impacts the pedestrian and bicycle experience for individuals accessing the site on foot. The proposed roundabout will be offset from the main driveway, allowing buses to turnaround easily and safely, away from the movement of pedestrians and bicyclists. The final configuration is being finalized with the applicant, Engineering and Parks Departments. The goal is to find a design that minimizes the removal of trees, meets Engineering dimensional requirements and enhances pedestrian/bicycle access to the property.Staff finds this criterion met. G. Engineering Design Standards.There has been accurate identification of engineering design and mitigation techniques necessary for development of the project to comply with the applicable requirements of Municipal Code Title 29 – Engineering Design Standards and the City of Aspen Urban Runoff Management Plan (URMP). The City Engineer may require specific designs, mitigation techniques, and implementation timelines be defined as part of the Detailed Review and documented within a Development Agreement. Staff Response: The overall project exceeds the 1,000 square foot disturbance threshold for a major Engineering review. Per table 1.1 of the URMP, the project will be required to provide a full civil plan stamped by a registered engineer at building permit. Runoff from all disturbed areas will need to be treated for water quality capture volume.Staff finds this criterion met. H. Public Infrastructure and Facilities.The proposed Planned Development shall upgrade public infrastructure and facilities necessary to serve the project. Improvements shall be at the sole costs of the developer. The City Engineer may require specific designs, mitigation techniques, and implementation timelines be defined as part of the Detailed Review and documented within a Development Agreement. Staff Response:The proposal to install a roundabout at the entrance of ACES is considered an upgrade to the infrastructure serving the project. The roundabout 199 Exhibit A Planned Development – Project Review Criteria Page | 5 will provide much safer vehicle movement at the terminus of Puppy Smith, which will benefit not only ACES but also others using the public right-of-way in the immediate vicinity. The cost of installing the roundabout will be borne by ACES. The Engineering Department has indicated that the proposed roundabout design complies with the dimensional criteria required but is dependent upon coordination with the Park’s Department for tree removal and review for impacts to the adjacent Jennie Adair wetlands, which will be completed prior to Detailed review.Staff finds this criterion met. I.Access and Circulation.The proposed development shall have perpetual unobstructed legal vehicular access to a public way. A proposed Planned Development shall not eliminate or obstruct legal access from a public way to an adjacent property. All streets in a Planned Development retained under private ownership shall be dedicated to public use to ensure adequate public and emergency access. Security/privacy gates across access points and driveways are prohibited. Staff Response:The proposed scope of work will improve vehicular access from the public right-of-way. The turnaround will keep the right-of-way clear for better emergency access and to reduce congestion. Staff finds this criterion to be met. 200 Exhibit B Growth Management Employee Generation Review Staff Findings Page | 1 Essential public facilities, which are often government or non-profit agencies, typically have unique functions and operational characteristics that do not lend themselves to a standard number of FTEs generated per square foot of building space. Essential public facilities are therefore permitted to propose the employee generation which they believe to be accurate. The criteria for employee generation review are in Section 26.470.050.C. In establishing employee generation, the P&Z makes a determination of the FTEs generated and provides that finding to Council by considering the following: 1. The expected employee generation of the use considering the employment generation pattern of the use or of a similar use within the City or a similar resort. 2. Any unique employment characteristics of the operation. 3. The extent to which employees of various uses within a mixed-use building or of a related off-site operation will overlap or serve multiple functions. 4. A proposed restriction requiring full employee generation mitigation upon vacation of the type of business acceptable to the Planning and Zoning Commission. 5. Any proposed follow-up analyses of the project (e.g., an audit) to confirm actual employee generation. The requirements of any proposed follow-up analysis shall be outlined in a Development Agreement, pursuant to Chapter 26.490. 6.For lodge projects only: An efficiency or reduction in the number of employees required for the lodging component of the project may, at the discretion of the Commission as a means of incentivizing a lodge project, be applied as a credit towards the mitigation requirement of the free-market residential component of the project. Any approved reduction shall require an audit to determine actual employee generation after two (2) complete years of operation of the lodge. Staff Findings: The applicant requests that ACES be considered an Essential Public Facility. Naturalists and educators use the Hallam Lake Visitor Center and preserve for ACES core programming. ACES is responsible for the preserve, taking care of various animals and putting on educational programs for the public. The application represents that the small increase of square footage resulting from expanding the Visitor Center and the Bird of Prey buildings will not add any new employees. Between the two buildings, a total of 866 sq. ft. of floor area will be added (51 sq. ft. for the Bird of Prey Building and 815 sq. ft. for the Visitor Center). The intention is to provide more functional offices within both buildings to improve the work environment for existing employees, as well as to provide a larger, more comfortable gathering room for visitors and guests coming to the ACES property. Although the additional space will better accommodate users, no new employees will be needed to compensate for these improvements. Staff, APCHA, and P&Z support this premise and believe no new FTEs will be added. However, it is recommended as a condition of approval that future audits 201 Exhibit B Growth Management Employee Generation Review Staff Findings Page | 2 be undertaken to ensure that if in fact more FTEs are needed as a result of the development, mitigation can be required. This is standard for Essential Public Facilities. Staff recommends that a baseline of current employees – full- and part- time –be provided to APCHA prior to building permit issuance. The number of employees will be calculated by considering full-time employees who work 2,080 hours per year. At 2 years and 5 years after a Certificate of Occupancy is received for the development, employee audits will be conducted. The audit shall include all employees – full- and part-time associated with the two affected buildings. The hours will be added up and then divided by 2,080 to get the FTE count. Any FTEs above the pre-permit baseline are subject to review for affordable housing mitigation. P&Z recommends that if the audits show additional employees above the baseline, Council may “assess, waive or partially waive affordable housing mitigation requirements as deemed appropriate and warranted for the purpose of promoting civic uses and in consideration of broader community goals. The employee generation rates may be used as a guideline, but each operation shall be analyzed for its unique employee needs, pursuant to Section 26.470.100, Calculations.” Rather than propose a specific mitigation rate, P&Z defers to Council. At the time any new FTEs are identified through the audits, Community Development shall forward the information to City Council for review and consideration of nature of the employee generation and a determination of required mitigation. Should mitigation be required, P&Z recommends that the Category 4 cash-in-lieu rate in effect at the time of the audit be paid for 0.10 or less FTEs and that affordable housing credits will be provided for 0.10 or more FTEs. P&Z finds that mitigation via cash-in-lieu is the last resort for anything over 0.10 FTEs, a position which is supported by the Municipal Code. P&Z’s preferences for affordable housing mitigation in general are as follows: 1. On-site mitigation; 2. Off-site mitigation; 3. Purchase of credits through the Affordable Housing Credit program; 4. Cash-in-lieu 202 203 204 205 206 207 208 209 210 Exhibit E- ACES Specially Planned Area Final Development Plan (2010)211 Exhibit E- ACES Specially Planned Area Final Development Plan (2010)212 Exhibit E- ACES Specially Planned Area Final Development Plan (2010)213 Exhibit E- ACES Specially Planned Area Final Development Plan (2010)214 Exhibit E- ACES Specially Planned Area Final Development Plan (2010)215 CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020 Agreement to Pay Application Fees An agreement between the City of Aspen (“City”) and Address of Property: Please type or print in all caps Property Owner Name: Representative Name (if different from Property Owner) Billing Name and Address - Send Bills to: Contact info for billing: e-mail: Phone: I understand that the City has adopted, via Ordinance No. 30, Series of 2017, review fees for Land Use applications and payment of these fees is a condition precedent to determining application completeness. I understand that as the property owner that I am responsible for paying all fees for this development application. For flat fees and referral fees: I agree to pay the following fees for the services indicated. I understand that these flat fees are non-refundable. $.flat fee for . $.flat fee for $.flat fee for . $. flat fee for For Deposit cases only: The City and I understand that because of the size, nature or scope of the proposed project, it is not possible at this time to know the full extent or total costs involved in processing the application. I understand that additional costs over and above the deposit may accrue. I understand and agree that it is impracticable for City staff to complete processing, review and presentation of sufficient information to enable legally required findings to be made for project consideration, unless invoices are paid in full. The City and I understand and agree that invoices mailed by the City to the above listed billing address and not returned to the City shall be considered by the City as being received by me. I agree to remit payment within 30 days of presentation of an invoice by the City for such services. I have read, understood, and agree to the Land Use Review Fee Policy including consequences for no-payment. I agree to pay the following initial deposit amounts for the specified hours of staff time. I understand that payment of a deposit does not render and application complete or compliant with approval criteria. If actual recorded costs exceed the initial deposit, I agree to pay additional monthly billings to the City to reimburse the City for the processing of my application at the hourly rates hereinafter stated. $ deposit for hours of Community Development Department staff time. Additional time above the deposit amount will be billed at $325.00 per hour. $ deposit for hours of Engineering Department staff time. Additional time above the deposit amount will be billed at $325.00 per hour. City of Aspen: Phillip Supino, AICP Community Development Director City Use: Fees Due: $ Received $ Case # Signature: PRINT Name: Title: 325.00 1 14 100 Puppy Smith St Aspen Center for Environmental Studies(ACES)Chris Lane, CEO Katie Schwoerer, Aspen Center for Environmental Studies, 100 Puppy Smith St. Aspen, CO 81611 kschwoerer@aspennature.org 970-925-5756 Chris Lane CEO of Aspen Center of Environmental Studies 975.00 Parks 2,275.00 * 50% discount for non-profits. Exhibit E- ACES Application 216 CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020 LAND USE APPLICATION APPLICANT: REPRESENTIVATIVE: Description: Existing and Proposed Conditions Review: Administrative or Board Review Required Land Use Review(s): Growth Management Quota System (GMQS) required fields: Net Leasable square footage Lodge Pillows Free Market dwelling units Affordable Housing dwelling units Essential Public Facility square footage Have you included the following? FEES DUE: $ Pre-Application Conference Summary Signed Fee Agreement HOA Compliance form All items listed in checklist on PreApplication Conference Summary Name: Address: Phone#: email: Address: Phone #: email: Name: Project Name and Address: Parcel ID # (REQUIRED) 100 Puppy Smith St, Aspen, CO 81611 273-707-300-801 Aspen Center for Environmental Studies (ACES) - Chris Lane CEO 100 Puppy Smith St, Aspen, CO 81611 clane@aspennature.org303-810-2873 Brett Lohr (Forum Phi) 715 W Main St #204, Aspen, CO 81611 401-447-4618 blohr@forumphi.com 5,850.00 010,910 0 7 5,583 x x x x There exists seven buildings on a 23 acre site. Three buildings are of public use and the rest are employee housing. The site is zoned as Academic (SPA) and serves the community as an education center and nature preserve surround ing Hallam Lake. The proposed development is a small expansion to the Visitors Center and Bird of Prey building in an effort to create a better auditorium for presentations and events, as well as better offices for the employees of ACES. This proposed development would add 815 SF of net leasable area to the Visitors Center and 51 SF of net leasable area to the Bird of Prey building. There is not alteration to any of the employee housing buildings. Exhibit E- ACES Application 217 PRE-APPLICATION CONFERENCE SUMMARY DATE: January 9, 2019 PLANNER: Ben Anderson, 429.2765 PROJECT NAME AND ADDRESS: Aspen Center for Environmental Studies (ACES) SPA/PD 100 Puppy Smith Street PARCEL ID# 273707300801 REPRESENTATIVE: Brett Lohr and Steev Wilson, Forum Phi DESCRIPTION: (Existing and Proposed Conditions) The ACES Hallam Lake Nature Preserve is a 25.5 acre property, zoned Academic (A) with a Planned Development (PD) Overlay. The property contains Hallam Lake and is adjacent to the Roaring Fork River. Several of the buildings on the property are located in the Stream Margin Review Area. The property contains a historically designated miner’s cabin, now known as the “Professor’s House”. The property was granted conceptual/final Specially Planned Area (SPA, now PD) approval through Ordinance #6, Series of 1997. The SPA agreement (Reception No. 565911) and Plat (Plat Book 93, Pages 1-5; and Plat Book 97, Pages 31-33) were finalized in 2009 and 2010. Since then, a Stream Margin Exemption (NOA; 619489) and a Stream Margin review (P&Z Reso.#8, Series of 2016; 633868) have approved minor changes consistent with the original SPA. ACES is contemplating several changes to the property, including an addition and landscaping improvements to the Visitor’s Center, site plan changes that would re-align vehicle and pedestrian access, and additional improvements to one or more of the outbuildings on the property. The full scope of the proposed changes is not fully defined at this point – as such, this PreApp hopes to provide direction on process and the necessary Land Use reviews for a range of potential amendments. Planned Development Amendment In section 3, paragraph 2 of the SPA agreement, the following language is essential: ‘Development of the property shall be limited to the uses, density, configuration, and all other elements and conditions set forth on the final development plan and SPA agreement.” Said in another way, the existing development is approved, and any future changes would require an amendment to the planned development. Based on what changes have been discussed and the relationship to current code, likely, the proposed scope would require a Minor Amendment, Project Review – as reviewed by City Council. Following an approval for this review, Planning and Zoning Commission would conduct a Minor Amendment, Detailed Review. This two- step process is required primarily because dimensions and other important aspects of the property were not specifically established / fully defined by the existing SPA. The representatives for this project have said that it is currently proposed to provide a detailed analysis of the existing conditions (floor area, etc.) as part of the eventual application. This would provide a level of detail that we do not currently have – and would make evaluation of these or other future proposed changes more predictable and less arbitrary. Exhibit E- ACES Application 218 Growth Management Review, Essential Public Facility The proposed addition of floor area triggers growth management review. ACES Hallam Lake, like most non-profit facilities in Aspen, would likely qualify as an Essential Public Facility. This designation requires confirmation by City Council – based on a recommendation from APCHA. As designated, City Council can then evaluate the specific employee generation of the facility (rather than relying on code specified generation rates) – and then has the option of waiving or reducing any required employee housing mitigation. What typically happens when an Essential Public Facility expands floor area, is that a baseline of employees is established under existing conditions – and future audits are then conducted (usually 5 and 10 years out) to evaluate any additional employee generation facilitated by the new development. ACES already has at least five deed restricted units (Category 2) on-site and this condition would be included in the review. Commercial Design Review Essential Public Facilities within the Aspen Infill Area are subject to Commercial Design Review. Based on the discussed scope, staff does not have any concerns at this point, but wanted to confirm that the standards in this section apply and would be considered by Council with the Amendment and Growth Management reviews. This requires a two-step process – Conceptual and then Final Review. Stream Margin Review While a portion of the property and several of the buildings on the property lie within the Stream Margin review area, it appears that existing development sits beyond the top of slope and top of slope setback. Also, while a portion of the property lies within the 100-year floodplain, it appears that there are no structures in the floodplain. Both situations would need to be confirmed by an updated survey, but if confirmed, do simplify the necessary review. With the addition of floor area at the Visitor’s Center, a full Stream Margin Review is the likely review (rather than a SM Exemption) for the proposed improvements. All proposed improvements within the Stream Margin review area would be evaluated under the review criteria and are subject to evaluation by the City of Aspen Engineering and Parks Department. Process Based on staff’s understanding of the scope and scale of the proposed changes, it is recommended to pursue a process to include following the reviews with City Council in a public hearing: • Minor Amendment, Project Review • Growth Management Review, Essential Public Facility • Commercial Design Review, Conceptual • Stream Margin Review Following an approval for the reviews listed above, the following reviews would be required with Planning and Zoning Commission: • Minor Amendment, Detailed Review • Commercial Design Review, Final Based on the site conditions and proposed scope, Stream Margin Review could also be handled separately as an administrative review, but staff recommends combining Stream Margin Review with the Project Review so that 1) the project is being evaluated comprehensively 2) Stream Margin review outcomes can Exhibit E- ACES Application 219 be memorialized (building envelopes, etc.) with the Planned Development, and 3) approval requires less Land Use application costs. Note: Should any exterior changes to the “Professor’s House” be proposed, Historic Preservation standards and reviews would be applicable to that portion of the project. RELEVANT LAND USE CODE SECTIONS: Section Number Section Title 26.304 Common Development Review Procedures 26.412 Commercial Design Review 26.445 Planned Development 26.470 Growth Management Quota System 26.435.040 Stream Margin Review 26.575.020 Calculations and Measurements For your convenience – links to the Land Use Application and Land Use Code are below: Land Use Application Land Use Code REVIEW BY: • Staff for Complete Application • City Council for combined review REQUIRED LAND USE REVIEW(S): • Planned Development, Minor Amendment, Project Review • Growth Management Review, Essential Public Facility • Commercial Design Review • Stream Margin Review • Planned Development, Minor Amendment, Detailed Review PUBLIC HEARING: Yes, City Council It is the responsibility of applicant to coordinate with Planning staff to meet the notice requirements for the public hearing: PLANNING FEES: $4,550 deposit for 14 hours of staff time (additional/fewer hours will be billed/refunded at a rate of $325 per hour) REFERRAL FEES: Yes -Engineering - $325 per Hour (1 hour deposit – additional hours will be billed at $325/hr.) -Parks - $975 Flat Fee TOTAL DEPOSIT: $5,850 (for the first combined review with City Council) The second review with Planning and Zoning Commission would require a deposit of $4,550 If Stream Margin Review were reviewed separately, the deposit would be $2,250. APPLICATION CHECKLIST – These items should first be submitted in a paper copy. Completed Land Use Application and signed Fee Agreement. Exhibit E- ACES Application 220 Pre-application Conference Summary (this document). Street address and legal description of the parcel on which development is proposed to occur, consisting of a current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner’s right to apply for the Development Application. Applicant’s name, address and telephone number in a letter signed by the applicant that states the name, address and telephone number of the representative authorized to act on behalf of the applicant. HOA Compliance form (Attached to Application) A written description of the proposal and an explanation in written, graphic, or model form of how the proposed development complies with the review standards relevant to the development application and relevant land use approvals associated with the property. A baseline employee audit (work with APCHA to determine this) on which to base future evaluation of employee generation due to floor area expansion – as part of Essential Public Facility, GMQS review Floor Area calculations for existing development to memorialize existing conditions and to use as a baseline for evaluating any new development. Environmentally Sensitive Areas Specific Requirements Stream Margin Review 1) Site Improvement Survey that clearly depicts existing and proposed top of slope and the 15’ top of slope setback, floodplain, etc. An 8 1/2” by 11” vicinity map locating the parcel within the City of Aspen. Written responses to applicable review criteria. Depending on further review of the case, additional items may be requested of the application. Once the application is deemed complete by staff, the applicant/applicant’s representative will receive an e-mail requesting submission of an electronic copy of the complete application and the deposit. Once the deposit is received, the case will be assigned to a planner and the land use review will begin. Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. Exhibit E- ACES Application 221 Land Title Guarantee Company Customer Distribution PREVENT FRAUD - Please remember to call a member of our closing team when initiating a wire transfer or providing wiring instructions. Order Number:QPR62011459 Date: 07/22/2020 Property Address:100 PUPPY SMITH ST, ASPEN, CO 81611 PLEASE CONTACT YOUR CLOSER OR CLOSER'S ASSISTANT FOR WIRE TRANSFER INSTRUCTIONS For Closing Assistance Closing Processor For Title Assistance Kimberly Szczesny 533 E HOPKINS #102 ASPEN, CO 81611 (970) 925-1678 (Work) (303) 393-4870 (Work Fax) kparham@ltgc.com Contact License: CO414945 Company License: CO44565 Marc Obadia 533 E HOPKINS #102 ASPEN, CO 81611 (970) 925-1678 (Work) (800) 318-8202 (Work Fax) mobadia@ltgc.com Company License: CO44565 Roaring Fork Valley Title Team 533 E HOPKINS #102 ASPEN, CO 81611 (970) 927-0405 (Work) (970) 925-0610 (Work Fax) valleyresponse@ltgc.com Buyer/Borrower ASPEN CTR FOR ENVIRON STUDIES Delivered via: Electronic Mail ASPEN CENTER FOR ENVIRONMENTAL STUDIES Attention: KATIE SCHWOERER 100 PUPPY SMITH ST ASPEN, CO 81611 (970) 925-5756 (Work) (970) 925-4819 (Work Fax) kschwoerer@aspennature.org Delivered via: Electronic Mail Exhibit E- ACES Application 222 This Report is based on a limited search of the county real property records and provides the name(s) of the vested owner(s), the legal description, tax information (taken from information provided by the county treasurer on its website) and encumbrances, which, for the purposes of this report, means deed of trust and mortgages, and liens recorded against the property and the owner(s) in the records of the clerk and recorder for the county in which the subject is located. This Report does not constitute any form of warranty or guarantee of title or title insurance. The liability of Land Title Guarantee Company is strictly limited to (1) the recipient of the Report, and no other person, and (2) the amount paid for the report.. Lender: TO BE DETERMINED Effective Date: 07/02/2020 at 5:00 P.M. Vesting: ASPEN CENTER FOR ENVIRONMENTAL STUDIES, A COLORADO NON-PROFIT CORPORATION Property Address: 100 PUPPY SMITH ST, ASPEN, CO 81611 Legal Description: ASPEN CENTER FOR ENVIRONMENTAL STUDIES SPECIALLY PLANNED AREA FINAL DEVELOPMENT PLAN, ACCORDING TO THE PLAT THEREOF RECORDED JANUARY 26, 2010 IN PLAT BOOK 93 AT PAGE 1 AND ACCORDING TO THE FIRST ADDENDUM RECORDED JULY 8, 2011 IN PLAT BOOK 97 AT PAGE 31. COUNTY OF PITKIN, STATE OF COLORADO We find the following documents of record affecting subject property: 1.DEED RECORDED DECEMBER 30, 1969 IN BOOK 245 AT PAGE 481. 2.DEED RECORDED DECEMBER 30, 1970 IN BOOK 252 AT PAGE 784. 3.DEED RECORDED DECEMBER 31, 1973 IN BOOK 282 AT PAGE 979. 4.DEED RECORDED JUNE 09, 1975 IN BOOK 299 AT PAGE 597. 5.DEED RECORDED DECEMBER 20, 1983 IN BOOK 457 AT PAGE 661. 6.DEED RECORDED JANUARY 21, 1985 IN BOOK 480 AT PAGE 223. 7.DEED RECORDED DECEMBER 27, 1985 IN BOOK 502 AT PAGE 245. 8.DEED RECORDED DECEMBER 23, 1988 IN BOOK 581 AT PAGE 885. 9.QUIT CLAIM DEED RECORDED NOVEMBER 13, 1990 IN BOOK 633 AT PAGE 993. 10.DEED RECORDED DECEMBER 18, 1990 IN BOOK 636 AT PAGE 135. 11.QUIT CLAIM DEED RECORDED NOVEMBER 01, 1995 IN BOOK 798 AT PAGE 367. 12.QUIT CLAIM DEED RECORDED NOVEMBER 01, 1995 IN BOOK 798 AT PAGE 369. Land Title Guarantee Company Property Report Order Number:QPR62011459 Exhibit E- ACES Application 223 13.QUIT CLAIM DEED RECORDED NOVEMBER 01, 1995 IN BOOK 798 AT PAGE 371. 14.BARGAIN & SALE DEED RECORDED NOVEMBER 01, 1995 AS RECEPTION NO. 386966. 15.BARGAIN & SALE DEED RECORDED OCTOBER 19, 1999 UNDER RECEPTION NO. 436774. ***************** PROPERTY TAX INFORMATION ********************** Parcel No.: 273707300801 2020 Land Assessed Value $701,960.00 2020 Improvements Assessed Value $194,920.00 2020 real property taxes EXEMPT in the amount of $0.00. **************************************************************** Land Title Guarantee Company Property Report Order Number:QPR62011459 Exhibit E- ACES Application 224 715 W MAIN ST | SUITE 204 | ASPEN CO 81611 | 970.279.4157 | FORUMPHI.COM AUTHORIZED REPRESENTATIVE FOR PROJECT PERMITTING AND APPROVALS ASPEN CENTER FOR ENVIRONMENTAL STUDIES | 100 PUPPY SMITH ST June 18, 2020 City of Aspen 130 South Galena Street Aspen, Colorado 81611 Dear Planner, This letter shall serve as consent from I, the CEO and a representative of Aspen Center for Environmental Studies (ACES), which owns the Hallam Lake property at 100 Puppy Smith St., Aspen, CO 81611 to allow Brett Lohr of Forum Phi to represent ACES throughout the process required in order to achieve approval from the City of Aspen to conduct various renovations to our property at Hallam Lake. Sincerely, Chris Lane Forum Phi Architecture 715 W. Main Street Suite 204 Aspen, CO 81611 Exhibit E- ACES Application 225 CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT April 2020 City of Aspen|130 S. Galena St.|(970) 920 5090 Homeowner Association Compliance Policy All land use applications within the City of Aspen are required to include a Homeowner Association Compliance Form (this form) certifying the scope of work included in the land use application complies with all applicable covenants and homeowner association policies. The certification must be signed by the property owner or Attorney representing the property owner. Property Owner (“I”): Name: Email: Phone No.: Address of Property: (subject of application) I certify as follows: (pick one) Ƒ This property is not subject to a homeowners association or other form of private covenant. Ƒ This property is subject to a homeowners association or private covenant and the improvements proposed in this land use application do not require approval by the homeowners association or covenant beneficiary. Ƒ This property is subject to a homeowners association or private covenant and the improvements proposed in this land use application have been approved by the homeowners association or covenant beneficiary. I understand this policy and I understand the City of Aspen does not interpret, enforce, or manage the applicability, meaning or effect of private covenants or homeowner association rules or bylaws. I understand that this document is a public document. Owner signature: date: Owner printed name: or, Attorney signature: date: Attorney printed name: Aspen Center for Environmental Studies (ACES) - Chris Lane CEO clane@aspennature.org 303-810-2873 100 Puppy Smith St, Aspen, CO 81611 x Chris Lane Exhibit E- ACES Application 226 MATERIALS | 100 Puppy Smith St Below are the existing conditions and exterior materials this project intends to match. Existing Visitors Center Materials – View from the East. Proposed Visitors Center – Rendering friom the East Exhibit E- ACES Application 227 Existing Bird of Prey Materials – View from the South. Proposed Bird of Prey – Rendering friom the Southeast Exhibit E- ACES Application 228 ACES Property Boundary Tree Mitigation Areas A. Puppy Smith St. B. Mushroom Property South C. East Meadow D. Other Locations E. Hallam Lake Outflow F. Caretaker House Yard ACES Tree Mitigation Plan Overview N Exhibit E- ACES Application 229 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION A-006 OVERALL TREE MITIGATION PLAN 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies SITE PLAN LEGEND EXISTING CONIFEROUS TREE TO BE REMOVED EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN NEW DECIDUOUS TREE NEW CONIFEROUS TREE NEW ASPHALT/PAVEMENT EXTERIOR DECK BODY OF WATER NEW UNPAVED ROAD/WALKING PATH WATER LINE TELEPHONE LINE ELECTRIC LINE CABLE TV LINE CHAIN LINK FENCE WOOD FENCE EXISTING UNPAVED ROAD/WALKING PATH EXISTING ASPHALT/PAVEMENT EXISTING TO REMAIN EXISTING 1' CONTOUR PROPOSED 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 5' CONTOUR TOPOGRAPHY LEGENDExisting Trees Tree Number Type Size Drip Remove Value 1 Willow 22"40' 2 Willow 18"40' 3 Willow 6"20' 4 Willow 14"32' 5 Spruce 8"16' 6 Willow 14"32' 7 Willow 4"12' 8 Willow 6"12' 9 Willow 16"48' 10 Willow 22"48' 11 Willow 16"100' 12 Willow 24"68' 13 Willow 20"48' 14 Willow 12"12' 15 Willow 26"52' 16 Willow 20"32' 17 Willow 24"100' 18 Willow 6"12' 19 Willow 12"28' 20 Spruce 4"6' 21 Willow 8"16' 22 Willow 14"20' 23 Willow 20"100' 24 Willow 22"40' 25 Willow 22"40' 26 Willow 30"44' 27 Willow 6"12' 28 Spruce 6"12' 29 Spruce 8"16' 30 Willow 10"28' 31 Locust 4"16' 32 Willow 18"36' 33 Spruce 10"16' 34 Willow 24"48' 35 Spruce 8"16' 36 Maple 4"28' 37 Maple 3"24' 38 Spruce 8"12'Yes $2,260.80 39 Spruce 6"12'Yes $1,271.70 40 Locust 3"20'Yes $317.92 41 Spruce 4"12'Yes $432.73 42 Locust 3"12'Yes $317.92 43 Maple 4"20'Yes $432.73 44 Maple 4"20'Yes $432.73 45 Spruce 12"32'Yes $5,086.80 46 Maple 4"16'Yes $432.73 47 Maple 4"16'Yes $432.73 48 Maple 4"12' 49 Willow 26"40' 50 Willow 22"44' 51 Willow 20"32' 52 Willow 18"32' 53 Willow 16"24' 54 Willow 26"52' 55 Willow 26"52' 56 Willow 20"40' 57 Willow 18"44' 58 Willow 20"44' 59 Willow 22"52'Yes $17,097.30 60 Willow 22"24' 61 Willow 26"52' 62 Willow 20"36' 63 Locust 4"16' 64 Locust 6"16' 65 Locust 6"16' 66 Willow 4"8' 67 Maple 3"12' 68 Willow 14"16' 69 Willow 26"52' 70 Willow 26"44' 71 Willow 34"48' 72 Spruce 6"10' 73 Locust 3"16' 74 Willow 24"16' 75 Willow 6"28' 76 Willow 20"20' 77 Willow 30"20'Yes $31,292.50 78 Willow 12"16'Yes $5,086.80 79 Willow 12"20'Yes $5,086.80 80 Willow 18"12'Yes $11,445.30 81 Willow 18"16'Yes $11,445.30 82 Willow 18"16'Yes $11,445.30 83 Willow 14"28'Yes $6,923.70 84 Willow 30"60'Yes $31,292.50 85 Willow 12"28'Yes $5,086.80 86 Willow 6"40'Yes $1,271.70 87 Willow 6"40' 88 Willow 6"40' 89 Willow 12"28' 90 Willow 6"12'Yes $1,271.70 91 Willow 6"12'Yes $1,271.70 92 Spruce 4"12'Yes $432.73 93 Willow 14"32'Yes $6,923.70 94 Willow 14"32'Yes $6,923.70 95 Willow 26"52'Yes $23,879.70 96 Willow 14"20'Yes $6,923.70 97 Willow 10"8'Yes $3,532.50 98 Willow 14"12'Yes $6,923.70 99 Willow 16"20'Yes $9,043.20 100 Willow 14"28'Yes $6,923.70 101 Spruce 6"12'Yes $1,271.70 102 Willow 44"40' 103 Willow 12"52'Yes $5,086.80 104 Willow 50"60'Yes $88,312.50 105 Willow 10"16'Yes $3,532.50 106 Willow 8"12' 107 Willow 10"12' 108 Willow 8"12' 109 Willow 10" - DEAD 4'Yes $0.00 110 Willow 10" - DEAD 4'Yes $0.00 111 Willow 12"16'Yes $5,086.80 112 Willow 14"24'Yes $6,923.70 113 Spruce 10"12' 114 Willow 36"52' 115 Spruce 6"12' 116 Spruce 8"12' 117 Spruce 6"12' 118 Spruce 6"12' 119 Willow 8"28' 120 Willow 28"96' 121 Willow 42"28' 122 Cottonwood 14"26' 123 Cottonwood 10"24' 124 Blue Spruce 5"7' 125 Cottonwood 10"19' 126 Cottonwood 6"12' 127 Fir 5"11' 128 Fir 10"17' 129 Spruce 8"10' 130 Spruce 6"15' 131 Spruce 6"11' 132 Fir 5"9' 133 Cottonwood 9"14' 134 Fir 8"10' 135 Spruce 29"28' 136 Aspen 7"11' 137 Cottonwood 13"17' 138 Cottonwood 16"18' 139 Cottonwood 19"17' 140 Cottonwood 9"11' 141 Spruce 7"13' 142 Cottonwood 10"17' 143 Cottonwood 10"11' 144 Cottonwood 9"12' 145 Cottonwood 13"20' 146 Spruce 7"13' 147 Cottonwood 11"15' 148 Cottonwood 7"13' 149 Cottonwood 11"13' 150 Spruce 7"13' 151 Cottonwood 18"25' 152 Spruce 5"8' 153 Spruce 4"9' 154 Spruce 5"11' 155 Spruce 4"10' 156 Spruce 4"8' 157 Cottonwood 12"17' 158 Cottonwood 14"18' 159 Cottonwood 13"23' 160 Spruce 4"9' $333,156.82 100 PUPPY SMITH ST - ACES Total 7842' FLOOD ZONE BOUNDARY TOP OF BANK PRO P E R T Y L I N E PROPERTY L I N E PROPERTY LINEPROPERTY L I N E PROPERTY LINEPR O P E R T Y L I N EPROPERTY LINEDIRECTORS HOUSE BIRD OF PREY POLE BARN PROF E S S O R S HOUS E TREE HOUSE STRA W B A L E HOU S E SHED EXISTING DIRT PARKING LOT STREAM MARGIN REVIEW BOUNDARY 15' WIDE STORM SEWER EASEMENT15' WIDE STORM SEWER EASEMENT BURIED CONCRETE TREATMENT TANKSBURIED CONCRETE TREATMENT TANKS PUPPY SMITH ST PROPERTY LINEOBSERVATION DECK OWNER CITY OF ASPEN OWNER CITY OF ASPEN OWNER CITY OF ASPEN 15' WIDE TRAIL AND UTILITY EASEMENTLEGAL ADDRESS: 100 PUPPY SMITH ST PARCEL ID: 273-707-300-801 RO A R I N G F O R K RIV E R 1 2 34 6 78 910 1213 14 15 1617 18 19 20 21 22 5 11 7839' 20 22 24 VISITORS CENTER EASEMENT FOR PRETREATMENT SEDIMENTATION BASIN 24 VISITORS CENTER SCOPE OF WORK AREA BIRD OF PREY SCOPE OF WORK AREA ENTRANCE SCOPE OF WORK AREA JENNY ADAIR WETLANDS POND 783 1 ' 78 3 2 ' 783 2 ' 783 3 ' 7834 ' 7835 ' 78 3 6 '7835'7836'7836'7837'7837'7838'7838'7839'7840'7840'7839'7838'7837'7840'7841'7841'7841' 78 4 2 ' 7842'7843' 7843' 7843' 78 4 2 ' 7843'7844'7 8 4 5 ' 7845' 7844'7844'7846'7847'7848'7849' 7850' 7 8 4 6 ' 78 4 7 ' 7848' 7849'7850'7850'7851 ' 7842' 7841' 7841'7843'7844'7845'7846'7847'7848'7849'7850'78 5 5 ' 7851'785 2 '78 5 3 ' 78 5 4 '7851'7 8 5 2 ' 7852' 7 8 5 1 '7850'7849'7848'7850'7847'7846'7845'7844'7843'7849'7848'7847'7846'7846' 7847' 7848'7849'7850'7851' 7852' 7853' 7853' 7853'7854'7855'7856'7857'7857'7857'7 8 5 8 ' 785 8 ' 7 8 5 9 ' 78 6 0 ' 78 6 1 ' 78 6 2 '7863'7864'7859'7860'7861 '7859'7857'7858'7 8 4 5 '7845'78 4 1 '7840'7839'7838'7837' 78 3 6 ' 78 3 5 ' 7 8 3 5 ' 7 8 3 5 ' 7842' 7850'7850'7844' 23 2425 26 27 28 293031 32 33 34 35 3637 383940 41 424344 45 4647 48 4950 5152 53 54 55 56 57 58 59 60 61 62 63 64 65 6667 6869 70 71 72 73 74 7576 77 7879 80 81 82 83 84 8586 878889909192 939495 9697 9899100109 110111112101 113 118 117 116 114115 119 120 121 102 103 104 105 106 107 122 123 124 125 126127128 129130 131132133 134 135 136 137 138139 140 141 142143144145 146 147 148149150 151 152 153 154 155 156 157 158 159 160 108 HALLAM LAKE POND N 0 20'40'80'SCALE: 1" = 40'1 OVERALL TREE MITIGATION PLAN Exhibit E- ACES Application 230 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION A-007 TREE MITIGATION PLAN - VC 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies SITE PLAN LEGEND EXISTING CONIFEROUS TREE TO BE REMOVED EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN NEW DECIDUOUS TREE NEW CONIFEROUS TREE NEW ASPHALT/PAVEMENT EXTERIOR DECK BODY OF WATER NEW UNPAVED ROAD/WALKING PATH WATER LINE TELEPHONE LINE ELECTRIC LINE CABLE TV LINE CHAIN LINK FENCE WOOD FENCE EXISTING UNPAVED ROAD/WALKING PATH EXISTING ASPHALT/PAVEMENT EXISTING TO REMAIN EXISTING 1' CONTOUR PROPOSED 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 5' CONTOUR TOPOGRAPHY LEGENDExisting Trees Tree Number Type Size Drip Remove Value 1 Willow 22"40' 2 Willow 18"40' 3 Willow 6"20' 4 Willow 14"32' 5 Spruce 8"16' 6 Willow 14"32' 7 Willow 4"12' 8 Willow 6"12' 9 Willow 16"48' 10 Willow 22"48' 11 Willow 16"100' 12 Willow 24"68' 13 Willow 20"48' 14 Willow 12"12' 15 Willow 26"52' 16 Willow 20"32' 17 Willow 24"100' 18 Willow 6"12' 19 Willow 12"28' 20 Spruce 4"6' 21 Willow 8"16' 22 Willow 14"20' 23 Willow 20"100' 24 Willow 22"40' 25 Willow 22"40' 26 Willow 30"44' 27 Willow 6"12' 28 Spruce 6"12' 29 Spruce 8"16' 30 Willow 10"28' 31 Locust 4"16' 32 Willow 18"36' 33 Spruce 10"16' 34 Willow 24"48' 35 Spruce 8"16' 36 Maple 4"28' 37 Maple 3"24' 38 Spruce 8"12'Yes $2,260.80 39 Spruce 6"12'Yes $1,271.70 40 Locust 3"20'Yes $317.92 41 Spruce 4"12'Yes $432.73 42 Locust 3"12'Yes $317.92 43 Maple 4"20'Yes $432.73 44 Maple 4"20'Yes $432.73 45 Spruce 12"32'Yes $5,086.80 46 Maple 4"16'Yes $432.73 47 Maple 4"16'Yes $432.73 48 Maple 4"12' 49 Willow 26"40' 50 Willow 22"44' 51 Willow 20"32' 52 Willow 18"32' 53 Willow 16"24' 54 Willow 26"52' 55 Willow 26"52' 56 Willow 20"40' 57 Willow 18"44' 58 Willow 20"44' 59 Willow 22"52'Yes $17,097.30 60 Willow 22"24' 61 Willow 26"52' 62 Willow 20"36' 63 Locust 4"16' 64 Locust 6"16' 65 Locust 6"16' 66 Willow 4"8' 67 Maple 3"12' 68 Willow 14"16' 69 Willow 26"52' 70 Willow 26"44' 71 Willow 34"48' 72 Spruce 6"10' 73 Locust 3"16' 74 Willow 24"16' 75 Willow 6"28' 76 Willow 20"20' 77 Willow 30"20'Yes $31,292.50 78 Willow 12"16'Yes $5,086.80 79 Willow 12"20'Yes $5,086.80 80 Willow 18"12'Yes $11,445.30 81 Willow 18"16'Yes $11,445.30 82 Willow 18"16'Yes $11,445.30 83 Willow 14"28'Yes $6,923.70 84 Willow 30"60'Yes $31,292.50 85 Willow 12"28'Yes $5,086.80 86 Willow 6"40'Yes $1,271.70 87 Willow 6"40' 88 Willow 6"40' 89 Willow 12"28' 90 Willow 6"12'Yes $1,271.70 91 Willow 6"12'Yes $1,271.70 92 Spruce 4"12'Yes $432.73 93 Willow 14"32'Yes $6,923.70 94 Willow 14"32'Yes $6,923.70 95 Willow 26"52'Yes $23,879.70 96 Willow 14"20'Yes $6,923.70 97 Willow 10"8'Yes $3,532.50 98 Willow 14"12'Yes $6,923.70 99 Willow 16"20'Yes $9,043.20 100 Willow 14"28'Yes $6,923.70 101 Spruce 6"12'Yes $1,271.70 102 Willow 44"40' 103 Willow 12"52'Yes $5,086.80 104 Willow 50"60'Yes $88,312.50 105 Willow 10"16'Yes $3,532.50 106 Willow 8"12' 107 Willow 10"12' 108 Willow 8"12' 109 Willow 10" - DEAD 4'Yes $0.00 110 Willow 10" - DEAD 4'Yes $0.00 111 Willow 12"16'Yes $5,086.80 112 Willow 14"24'Yes $6,923.70 113 Spruce 10"12' 114 Willow 36"52' 115 Spruce 6"12' 116 Spruce 8"12' 117 Spruce 6"12' 118 Spruce 6"12' 119 Willow 8"28' 120 Willow 28"96' 121 Willow 42"28' 122 Cottonwood 14"26' 123 Cottonwood 10"24' 124 Blue Spruce 5"7' 125 Cottonwood 10"19' 126 Cottonwood 6"12' 127 Fir 5"11' 128 Fir 10"17' 129 Spruce 8"10' 130 Spruce 6"15' 131 Spruce 6"11' 132 Fir 5"9' 133 Cottonwood 9"14' 134 Fir 8"10' 135 Spruce 29"28' 136 Aspen 7"11' 137 Cottonwood 13"17' 138 Cottonwood 16"18' 139 Cottonwood 19"17' 140 Cottonwood 9"11' 141 Spruce 7"13' 142 Cottonwood 10"17' 143 Cottonwood 10"11' 144 Cottonwood 9"12' 145 Cottonwood 13"20' 146 Spruce 7"13' 147 Cottonwood 11"15' 148 Cottonwood 7"13' 149 Cottonwood 11"13' 150 Spruce 7"13' 151 Cottonwood 18"25' 152 Spruce 5"8' 153 Spruce 4"9' 154 Spruce 5"11' 155 Spruce 4"10' 156 Spruce 4"8' 157 Cottonwood 12"17' 158 Cottonwood 14"18' 159 Cottonwood 13"23' 160 Spruce 4"9' $333,156.82 100 PUPPY SMITH ST - ACES Total 7842' DIRECTORS HOUSE VISITORS CENTER PULL BARN SHED PROPERTY L I N EPROPERTY LINESTREAM MARGIN REVIEW BOUNDARY 18 19 20 21 22 7839'7835'7836'7837'7838'7839'7840'7840'7839'7838'7837'7840'7841'7841'7841' 78 4 2 ' 7842'7843' 7843' 7843' 78 4 2 '7844'7 8 4 5 '7844'7841' 7 8 4 5 '7845'78 4 1 '7840'7839'7844' POND 23 24 25 26 27 28 29 3031 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 4950 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 POND NN 0 5'10'20'SCALE: 1" = 10'2 ENLARGED EXISTING VISITORS CENTER SITE PLAN SCALE: 1" =100'1 KEY SITE PLAN Exhibit E- ACES Application 231 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION A-008 TREE MITIGATION PLAN - BOP 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies SITE PLAN LEGEND EXISTING CONIFEROUS TREE TO BE REMOVED EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN NEW DECIDUOUS TREE NEW CONIFEROUS TREE NEW ASPHALT/PAVEMENT EXTERIOR DECK BODY OF WATER NEW UNPAVED ROAD/WALKING PATH WATER LINE TELEPHONE LINE ELECTRIC LINE CABLE TV LINE CHAIN LINK FENCE WOOD FENCE EXISTING UNPAVED ROAD/WALKING PATH EXISTING ASPHALT/PAVEMENT EXISTING TO REMAIN EXISTING 1' CONTOUR PROPOSED 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 5' CONTOUR TOPOGRAPHY LEGENDExisting Trees Tree Number Type Size Drip Remove Value 1 Willow 22"40' 2 Willow 18"40' 3 Willow 6"20' 4 Willow 14"32' 5 Spruce 8"16' 6 Willow 14"32' 7 Willow 4"12' 8 Willow 6"12' 9 Willow 16"48' 10 Willow 22"48' 11 Willow 16"100' 12 Willow 24"68' 13 Willow 20"48' 14 Willow 12"12' 15 Willow 26"52' 16 Willow 20"32' 17 Willow 24"100' 18 Willow 6"12' 19 Willow 12"28' 20 Spruce 4"6' 21 Willow 8"16' 22 Willow 14"20' 23 Willow 20"100' 24 Willow 22"40' 25 Willow 22"40' 26 Willow 30"44' 27 Willow 6"12' 28 Spruce 6"12' 29 Spruce 8"16' 30 Willow 10"28' 31 Locust 4"16' 32 Willow 18"36' 33 Spruce 10"16' 34 Willow 24"48' 35 Spruce 8"16' 36 Maple 4"28' 37 Maple 3"24' 38 Spruce 8"12'Yes $2,260.80 39 Spruce 6"12'Yes $1,271.70 40 Locust 3"20'Yes $317.92 41 Spruce 4"12'Yes $432.73 42 Locust 3"12'Yes $317.92 43 Maple 4"20'Yes $432.73 44 Maple 4"20'Yes $432.73 45 Spruce 12"32'Yes $5,086.80 46 Maple 4"16'Yes $432.73 47 Maple 4"16'Yes $432.73 48 Maple 4"12' 49 Willow 26"40' 50 Willow 22"44' 51 Willow 20"32' 52 Willow 18"32' 53 Willow 16"24' 54 Willow 26"52' 55 Willow 26"52' 56 Willow 20"40' 57 Willow 18"44' 58 Willow 20"44' 59 Willow 22"52'Yes $17,097.30 60 Willow 22"24' 61 Willow 26"52' 62 Willow 20"36' 63 Locust 4"16' 64 Locust 6"16' 65 Locust 6"16' 66 Willow 4"8' 67 Maple 3"12' 68 Willow 14"16' 69 Willow 26"52' 70 Willow 26"44' 71 Willow 34"48' 72 Spruce 6"10' 73 Locust 3"16' 74 Willow 24"16' 75 Willow 6"28' 76 Willow 20"20' 77 Willow 30"20'Yes $31,292.50 78 Willow 12"16'Yes $5,086.80 79 Willow 12"20'Yes $5,086.80 80 Willow 18"12'Yes $11,445.30 81 Willow 18"16'Yes $11,445.30 82 Willow 18"16'Yes $11,445.30 83 Willow 14"28'Yes $6,923.70 84 Willow 30"60'Yes $31,292.50 85 Willow 12"28'Yes $5,086.80 86 Willow 6"40'Yes $1,271.70 87 Willow 6"40' 88 Willow 6"40' 89 Willow 12"28' 90 Willow 6"12'Yes $1,271.70 91 Willow 6"12'Yes $1,271.70 92 Spruce 4"12'Yes $432.73 93 Willow 14"32'Yes $6,923.70 94 Willow 14"32'Yes $6,923.70 95 Willow 26"52'Yes $23,879.70 96 Willow 14"20'Yes $6,923.70 97 Willow 10"8'Yes $3,532.50 98 Willow 14"12'Yes $6,923.70 99 Willow 16"20'Yes $9,043.20 100 Willow 14"28'Yes $6,923.70 101 Spruce 6"12'Yes $1,271.70 102 Willow 44"40' 103 Willow 12"52'Yes $5,086.80 104 Willow 50"60'Yes $88,312.50 105 Willow 10"16'Yes $3,532.50 106 Willow 8"12' 107 Willow 10"12' 108 Willow 8"12' 109 Willow 10" - DEAD 4'Yes $0.00 110 Willow 10" - DEAD 4'Yes $0.00 111 Willow 12"16'Yes $5,086.80 112 Willow 14"24'Yes $6,923.70 113 Spruce 10"12' 114 Willow 36"52' 115 Spruce 6"12' 116 Spruce 8"12' 117 Spruce 6"12' 118 Spruce 6"12' 119 Willow 8"28' 120 Willow 28"96' 121 Willow 42"28' 122 Cottonwood 14"26' 123 Cottonwood 10"24' 124 Blue Spruce 5"7' 125 Cottonwood 10"19' 126 Cottonwood 6"12' 127 Fir 5"11' 128 Fir 10"17' 129 Spruce 8"10' 130 Spruce 6"15' 131 Spruce 6"11' 132 Fir 5"9' 133 Cottonwood 9"14' 134 Fir 8"10' 135 Spruce 29"28' 136 Aspen 7"11' 137 Cottonwood 13"17' 138 Cottonwood 16"18' 139 Cottonwood 19"17' 140 Cottonwood 9"11' 141 Spruce 7"13' 142 Cottonwood 10"17' 143 Cottonwood 10"11' 144 Cottonwood 9"12' 145 Cottonwood 13"20' 146 Spruce 7"13' 147 Cottonwood 11"15' 148 Cottonwood 7"13' 149 Cottonwood 11"13' 150 Spruce 7"13' 151 Cottonwood 18"25' 152 Spruce 5"8' 153 Spruce 4"9' 154 Spruce 5"11' 155 Spruce 4"10' 156 Spruce 4"8' 157 Cottonwood 12"17' 158 Cottonwood 14"18' 159 Cottonwood 13"23' 160 Spruce 4"9' $333,156.82 100 PUPPY SMITH ST - ACES Total 7842'21'-0"BIRD OF PREY SHED PRO P E R T Y L I N E PROPERTY L I N EPROPERTY LINEFLOOD ZONE BOUNDARY TOP OF BANK STREAM MARGIN REVIEW BOUNDARY ROARIN G F O R K RIVER 1 2 3 4 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 5 11 7839' 9 783 1 ' 78 3 2 ' 783 2 ' 783 3 ' 7834 ' 7835 ' 78 3 6 '7835'7836'7836'7837'7837'7838'7838'7839'7840'7840'7839'7838'7837'7840'7841'7841'7 8 3 5 ' 7 8 3 5 ' 23 24 25 26 27 28 29 3031 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 4950 51 52 53 54 55 POND N 0 5'10'20'SCALE: 1" = 10'2 ENLARGED EXISTING BIRD OF PREY SITE PLAN SCALE: 1" =100'1 KEY SITE PLAN Exhibit E- ACES Application 232 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION A-009 TREE MITIGATION PLAN - ENTRANCE 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies SITE PLAN LEGEND EXISTING CONIFEROUS TREE TO BE REMOVED EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN NEW DECIDUOUS TREE NEW CONIFEROUS TREE NEW ASPHALT/PAVEMENT EXTERIOR DECK BODY OF WATER NEW UNPAVED ROAD/WALKING PATH WATER LINE TELEPHONE LINE ELECTRIC LINE CABLE TV LINE CHAIN LINK FENCE WOOD FENCE EXISTING UNPAVED ROAD/WALKING PATH EXISTING ASPHALT/PAVEMENT EXISTING TO REMAIN EXISTING 1' CONTOUR PROPOSED 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 5' CONTOUR TOPOGRAPHY LEGENDExisting Trees Tree Number Type Size Drip Remove Value 1 Willow 22"40' 2 Willow 18"40' 3 Willow 6"20' 4 Willow 14"32' 5 Spruce 8"16' 6 Willow 14"32' 7 Willow 4"12' 8 Willow 6"12' 9 Willow 16"48' 10 Willow 22"48' 11 Willow 16"100' 12 Willow 24"68' 13 Willow 20"48' 14 Willow 12"12' 15 Willow 26"52' 16 Willow 20"32' 17 Willow 24"100' 18 Willow 6"12' 19 Willow 12"28' 20 Spruce 4"6' 21 Willow 8"16' 22 Willow 14"20' 23 Willow 20"100' 24 Willow 22"40' 25 Willow 22"40' 26 Willow 30"44' 27 Willow 6"12' 28 Spruce 6"12' 29 Spruce 8"16' 30 Willow 10"28' 31 Locust 4"16' 32 Willow 18"36' 33 Spruce 10"16' 34 Willow 24"48' 35 Spruce 8"16' 36 Maple 4"28' 37 Maple 3"24' 38 Spruce 8"12'Yes $2,260.80 39 Spruce 6"12'Yes $1,271.70 40 Locust 3"20'Yes $317.92 41 Spruce 4"12'Yes $432.73 42 Locust 3"12'Yes $317.92 43 Maple 4"20'Yes $432.73 44 Maple 4"20'Yes $432.73 45 Spruce 12"32'Yes $5,086.80 46 Maple 4"16'Yes $432.73 47 Maple 4"16'Yes $432.73 48 Maple 4"12' 49 Willow 26"40' 50 Willow 22"44' 51 Willow 20"32' 52 Willow 18"32' 53 Willow 16"24' 54 Willow 26"52' 55 Willow 26"52' 56 Willow 20"40' 57 Willow 18"44' 58 Willow 20"44' 59 Willow 22"52'Yes $17,097.30 60 Willow 22"24' 61 Willow 26"52' 62 Willow 20"36' 63 Locust 4"16' 64 Locust 6"16' 65 Locust 6"16' 66 Willow 4"8' 67 Maple 3"12' 68 Willow 14"16' 69 Willow 26"52' 70 Willow 26"44' 71 Willow 34"48' 72 Spruce 6"10' 73 Locust 3"16' 74 Willow 24"16' 75 Willow 6"28' 76 Willow 20"20' 77 Willow 30"20'Yes $31,292.50 78 Willow 12"16'Yes $5,086.80 79 Willow 12"20'Yes $5,086.80 80 Willow 18"12'Yes $11,445.30 81 Willow 18"16'Yes $11,445.30 82 Willow 18"16'Yes $11,445.30 83 Willow 14"28'Yes $6,923.70 84 Willow 30"60'Yes $31,292.50 85 Willow 12"28'Yes $5,086.80 86 Willow 6"40'Yes $1,271.70 87 Willow 6"40' 88 Willow 6"40' 89 Willow 12"28' 90 Willow 6"12'Yes $1,271.70 91 Willow 6"12'Yes $1,271.70 92 Spruce 4"12'Yes $432.73 93 Willow 14"32'Yes $6,923.70 94 Willow 14"32'Yes $6,923.70 95 Willow 26"52'Yes $23,879.70 96 Willow 14"20'Yes $6,923.70 97 Willow 10"8'Yes $3,532.50 98 Willow 14"12'Yes $6,923.70 99 Willow 16"20'Yes $9,043.20 100 Willow 14"28'Yes $6,923.70 101 Spruce 6"12'Yes $1,271.70 102 Willow 44"40' 103 Willow 12"52'Yes $5,086.80 104 Willow 50"60'Yes $88,312.50 105 Willow 10"16'Yes $3,532.50 106 Willow 8"12' 107 Willow 10"12' 108 Willow 8"12' 109 Willow 10" - DEAD 4'Yes $0.00 110 Willow 10" - DEAD 4'Yes $0.00 111 Willow 12"16'Yes $5,086.80 112 Willow 14"24'Yes $6,923.70 113 Spruce 10"12' 114 Willow 36"52' 115 Spruce 6"12' 116 Spruce 8"12' 117 Spruce 6"12' 118 Spruce 6"12' 119 Willow 8"28' 120 Willow 28"96' 121 Willow 42"28' 122 Cottonwood 14"26' 123 Cottonwood 10"24' 124 Blue Spruce 5"7' 125 Cottonwood 10"19' 126 Cottonwood 6"12' 127 Fir 5"11' 128 Fir 10"17' 129 Spruce 8"10' 130 Spruce 6"15' 131 Spruce 6"11' 132 Fir 5"9' 133 Cottonwood 9"14' 134 Fir 8"10' 135 Spruce 29"28' 136 Aspen 7"11' 137 Cottonwood 13"17' 138 Cottonwood 16"18' 139 Cottonwood 19"17' 140 Cottonwood 9"11' 141 Spruce 7"13' 142 Cottonwood 10"17' 143 Cottonwood 10"11' 144 Cottonwood 9"12' 145 Cottonwood 13"20' 146 Spruce 7"13' 147 Cottonwood 11"15' 148 Cottonwood 7"13' 149 Cottonwood 11"13' 150 Spruce 7"13' 151 Cottonwood 18"25' 152 Spruce 5"8' 153 Spruce 4"9' 154 Spruce 5"11' 155 Spruce 4"10' 156 Spruce 4"8' 157 Cottonwood 12"17' 158 Cottonwood 14"18' 159 Cottonwood 13"23' 160 Spruce 4"9' $333,156.82 100 PUPPY SMITH ST - ACES Total 15' WIDE STORM SEWER EASEMENT 15' WIDE STORM SEWER EASEMENT15' WIDE STORM SEWER EASEMENT PROPERTY LINEPROPERTY L I N E PROPERTY LINEPUPPY SMITH STPROPERTY LINEOWNER CITY OF ASPEN LEGAL ADDRESS: 100 PUPPY SMITH ST PARCEL ID: 273-707-300-801 20 22 24 15' WIDE STORM SEWER EASEMENT JENNY ADAIR WETLANDS PROPOSED TURNAROUND OUTLINEPROPOSED TURNAROUND OUTLINEPROPOSED TURNAROUND OUTLINE 7845' 7846' 7847' 7848' 7849' 7850' 785 1 ' 7852'7850'7849'7848'7847'7846'7846' 7847' 7848' 7849' 7850' 7851' 7852' 7853'7854'7855'7856'7857'7850'7850'75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 939495 96 97 9899 100 109 110 111 112 101 113 118 117 116 114 115 119 120 121 102 103 104 105 106 107 108 N 0 5'10'20'SCALE: 1" = 10'2 ENLARGED EXISTING ENTRANCE SITE PLAN SCALE: 1" =100'1 KEY SITE PLAN Exhibit E- ACES Application 233 715 W MAIN ST | SUITE 204 | ASPEN CO 81611 | 970.279.4157 | FORUMPHI.COM ACTIVITY ENVELOPE REVIEW | 100 Puppy Smith St May 18, 2021 City of Aspen - Planning and Zoning Department 130 South Galena Street, 3rd Floor Aspen, Colorado 81611 Dear Director, This letter shall serve as a summary for the proposed development at 100 Puppy Smith St, Aspen, CO 81611. The intent of this proposal is to update the existing SPA in order to approve proposed developments. After extensive site analysis and research, we are presenting documents and drawings that describe the existing conditions at 100 Puppy Smith St. There exists seven buildings consisting of a Bird of Prey Building, Visitors Center, Directors House, Pull Barn, Tree House, Professors House and Straw Bale House. The Bird of Prey building, Pull Barn and Visitors Center are for public use. The Directors House, Tree House, Professors House and Straw Bale House are all employee housing. Surrounding these buildings is an extensive natural preserve including Hallam Lake, Roaring Fork River and the surrounding nature preserve. The proposed project is to be a renovation of the existing Visitors Center and Bird of Prey building. The work involves extending a portion of the Visitors Center’s East façade to create a larger lecture hall and office area above. This extension adds a total of 815 SF of net leasable floor area to the Visitors Center. The addition of dormers to the the Bird of Prey building would create 51 SF of net leaseable floor area. The area added to the Bird of Prey building is mainly capturing existing floor area that is unusable due to the sloping of the ceiling / roof by adding two dormers. Overall roof hieghts are to remain un-altered in both buildings. Exhibit E- ACES Application 234 2 Please review the attached supporting documents required by the pre-application: • 1 Land Use Application • 1 Signed Agreement to Pay Application Fees • 2 Pre-Application Conference Summary • 3 ACES - Hallam Lake Title • 4 Signed Client Approval of Representation Letter • 5 HOA Compliance Form • 6 ACES – Materials • 6 ACES Tree Mitigation Plans • 6 Description of Proposal (this document) • 7 ACES - Baseline Employee Audit • 7 ACES Hallam Lake Staff Hours for Baseline Employee Audit • 8 ACES Z Set 2020-9-14 • 9 ACES Hallam Lake Site Improvement Survey • 10 Vicinity Map • 11 Written Responses to applicable review criteria (this document) • 11 RFSD Letter - Transportation Sincerely, Brett Lohr Forum Phi Architecture 715 W. Main Street Suite 204 Aspen, CO 81611 Exhibit E- ACES Application 235 Brett Lohr <blohr@forumphi.com> ACES - Baseline Employee Audit Cindy Christensen <cindy.christensen@cityofaspen.com>Wed, Jul 29, 2020 at 9:40 AM To: Brett Lohr <blohr@forumphi.com> Cc: Bethany Spitz <bethany.spitz@cityofaspen.com> That is correct. Taking the 1,175 hours per week X 52 weeks = 61,100 total hours and dividing that by 2,080 is equal to 29.375 FTE’s. Cindy Christensen Deputy Director Aspen/Pitkin County Housing Authority (APCHA) 210 E. Hyman Ave. STE 202 | Aspen, CO 81611 (970) 920-5050 - Main (970) 920-5455 - Direct (970) 920-5580 - Fax For the latest information regarding COVID-19, please visit any of the following sites: · City of Aspen’s COVID-19 website · Pitkin County's COVID-19 website · Colorado Department of Public Health and Environment's COVID-19 website · Center for Disease Control and Prevention's COVID-19 website Local questions about COVID-19 can be directed to the Aspen to Parachute COVID-19 Community Hotline at (970) 429-6186. For general questions about COVID-19, please call the Colorado Health Emergency Line for the Public (CO-HELP) at 1-877- 462-2911, 7 days a week from 8 am to 5 pm. You can also email COHELP@RMPDC.org for answers in English, Spanish and other languages. From: Brett Lohr <blohr@forumphi.com> Sent: Wednesday, July 29, 2020 8:50 AM To: Cindy Christensen <cindy.christensen@cityofaspen.com> Cc: Bethany Spitz <bethany.spitz@cityofaspen.com> Subject: Re: ACES - Baseline Employee Audit Hi Cindy, Exhibit E- ACES Application 236 Attached is an official document of ACES hours at the Hallam Lake site. Can I get an official email or document from you confirming our FTE's? By my understanding 61,100 hours per year / 2,080 hours per FTE = 29.375 FTE. Correct? Thank you, Brett On Wed, Jul 15, 2020 at 2:14 PM Brett Lohr <blohr@forumphi.com> wrote: Thank you Cindy, I will get back to you on that official documentation question. Brett On Wed, Jul 15, 2020 at 9:03 AM Cindy Christensen <cindy.christensen@cityofaspen.com> wrote: Do you have any documentation that shows the 1,135 hours per week from your staff? Need some type of documentation of the 1,135 hours whether it be a financial spreadsheet or something that you turn in for workmen’s comp. Something more definitive. Just based on this, you have a total of 59,020 hours. Divide that by 2,080 hours per FTE, you have a total of 28.375 FTE’s currently. Cindy Christensen Deputy Director Aspen/Pitkin County Housing Authority (APCHA) 210 E. Hyman Ave. STE 202 | Aspen, CO 81611 (970) 920-5050 - Main (970) 920-5455 - Direct (970) 920-5580 - Fax Exhibit E- ACES Application 237 For the latest information regarding COVID-19, please visit any of the following sites: · City of Aspen’s COVID-19 website · Pitkin County's COVID-19 website · Colorado Department of Public Health and Environment's COVID-19 website · Center for Disease Control and Prevention's COVID-19 website Local questions about COVID-19 can be directed to the Aspen to Parachute COVID-19 Community Hotline at (970) 429- 6186. For general questions about COVID-19, please call the Colorado Health Emergency Line for the Public (CO-HELP) at 1- 877-462-2911, 7 days a week from 8 am to 5 pm. You can also email COHELP@RMPDC.org for answers in English, Spanish and other languages. From: Brett Lohr <blohr@forumphi.com> Sent: Wednesday, July 15, 2020 8:52 AM To: Cindy Christensen <cindy.christensen@cityofaspen.com> Cc: Bethany Spitz <bethany.spitz@cityofaspen.com> Subject: Re: ACES - Baseline Employee Audit Hi Cindy, I have acquired the employee hours for 2019 concerning ACES Hallam Lake site (attached). The goal I'm trying to meet is "A baseline employee audit (work with APCHA to determine this) on which to base future evaluation of employee generation due to floor area expansion – as part of Essential Public Facility, GMQS review" per my Pre-App Permit Form. The floor area expansion described above is 815 SF Net Area that is being proposed to be added the Visitors Center. The Visitors Center building contains no employee housing. And 51 SF of Net Area is being proposed to be added to the Bird of Prey building which also contains no employee housing. There will be no changes to any of the existing employee housing buildings. Please don't hesitate to contact me if you have any questions. Thank you, Brett Exhibit E- ACES Application 238 On Thu, Jun 18, 2020 at 4:38 PM Cindy Christensen <cindy.christensen@cityofaspen.com> wrote: For the last year – we need 2019 data. Cindy Christensen Deputy Director Aspen/Pitkin County Housing Authority (APCHA) 210 E. Hyman Ave. STE 202 | Aspen, CO 81611 (970) 920-5050 - Main (970) 920-5455 - Direct (970) 920-5580 - Fax For the latest information regarding COVID-19, please visit any of the following sites: · City of Aspen’s COVID-19 website · Pitkin County's COVID-19 website · Colorado Department of Public Health and Environment's COVID-19 website · Center for Disease Control and Prevention's COVID-19 website Local questions about COVID-19 can be directed to the Aspen to Parachute COVID-19 Community Hotline at (970) 429-6186. For general questions about COVID-19, please call the Colorado Health Emergency Line for the Public (CO-HELP) at 1-877-462-2911, 7 days a week from 8 am to 5 pm. You can also email COHELP@RMPDC.org for answers in English, Spanish and other languages. From: Brett Lohr <blohr@forumphi.com> Sent: Thursday, June 18, 2020 4:38 PM To: Cindy Christensen <cindy.christensen@cityofaspen.com> Cc: Bethany Spitz <bethany.spitz@cityofaspen.com> Subject: Re: ACES - Baseline Employee Audit Cindy, When you say "We will need actual hourly data associated with your total staff. We will need all part-time and full-time employees hours." For how many past months? Should it be a weekly or monthly average? Or exact? Exhibit E- ACES Application 239 Thanks Brett On Thu, Jun 18, 2020 at 3:16 PM Cindy Christensen <cindy.christensen@cityofaspen.com> wrote: That is a good question. Can you give us both? Cindy Christensen Deputy Director Aspen/Pitkin County Housing Authority (APCHA) 210 E. Hyman Ave. STE 202 | Aspen, CO 81611 (970) 920-5050 - Main (970) 920-5455 - Direct (970) 920-5580 - Fax For the latest information regarding COVID-19, please visit any of the following sites: · City of Aspen’s COVID-19 website · Pitkin County's COVID-19 website · Colorado Department of Public Health and Environment's COVID-19 website · Center for Disease Control and Prevention's COVID-19 website Local questions about COVID-19 can be directed to the Aspen to Parachute COVID-19 Community Hotline at (970) 429-6186. For general questions about COVID-19, please call the Colorado Health Emergency Line for the Public (CO-HELP) at 1-877-462-2911, 7 days a week from 8 am to 5 pm. You can also email COHELP@RMPDC.org for answers in English, Spanish and other languages. From: Brett Lohr <blohr@forumphi.com> Sent: Thursday, June 18, 2020 3:15 PM To: Bethany Spitz <bethany.spitz@cityofaspen.com> Cc: Cindy Christensen <cindy.christensen@cityofaspen.com> Subject: Re: ACES - Baseline Employee Audit Thanks Bethany and Cindy, My only follow up question is that, do you only need the staff that works at their Hallam Lake property? Or do you need their entire staff throughout the valley? Exhibit E- ACES Application 240 Brett On Thu, Jun 18, 2020 at 1:43 PM Bethany Spitz <bethany.spitz@cityofaspen.com> wrote: Hi Brett- Cindy Christensen (cc’d on this email) and I can assist. We will need actual hourly data associated with your total staff. We will need all part-time and full-time employees hours. Please let me know if you have any questions. Bethany Bethany Spitz Compliance Manager Aspen/Pitkin County Housing Authority (APCHA) 210 E. Hyman Ave. STE 202 | Aspen, CO 81611 (970) 920-5050 - Main (970) 920-5137 - Direct (970) 618-8131 - Cell (970) 920-5580 - Fax For the latest information regarding COVID-19, please visit any of the following sites: · City of Aspen’s COVID-19 website · Pitkin County's COVID-19 website · Colorado Department of Public Health and Environment's COVID-19 website · Center for Disease Control and Prevention's COVID-19 website Local questions about COVID-19 can be directed to the Aspen to Parachute COVID-19 Community Hotline at (970) 429-6186. For general questions about COVID-19, please call the Colorado Health Emergency Line for the Public (CO- HELP) at 1-877-462-2911, 7 days a week from 8 am to 5 pm. You can also email COHELP@RMPDC.org for answers in English, Spanish and other languages. From: Brett Lohr <blohr@forumphi.com> Sent: Thursday, June 18, 2020 1:38 PM To: Bethany Spitz <bethany.spitz@cityofaspen.com> Subject: ACES - Baseline Employee Audit Exhibit E- ACES Application 241 Hi Bethany, I'm looking to establish a baseline employee audit for the ACES property. We will be doing a small renovation to the Visitors Center and Bird of Prey buildings. We will not be disturbing any of the employee housing, but have been instructed by the city to get this. Can you let me know what we need in order to establish this? And if I'm contacting the right person? Thanks, Brett Lohr Project Manager To support the health and wellbeing of our team and the community, Forum Phi employees will all be working remotely and will not be in the offices. Other than that, it is business as usual! Please reach out via phone or email and we will be right with you. Thank you for your understanding. Architecture | Interiors | Planning forumphi.com | p. 401.447.4618 | f. 866.770.5585 Aspen: 715 W. Main Street, #204 Aspen, CO 81611 Carbondale: 36 North 4th Street Carbondale, CO 81623 -- Brett Lohr Project Manager To support the health and wellbeing of our team and the community, Forum Phi employees will all be working remotely and will not be in the offices. Other than that, it is business as usual! Please reach out via phone or email and we will be right with you. Thank you for your understanding. Architecture | Interiors | Planning forumphi.com | p. 401.447.4618 | f. 866.770.5585 Exhibit E- ACES Application 242 Exhibit E- ACES Application243 Exhibit E- ACES Application244 July 6, 2021Exhibit E- ACES Application245 July 6, 2021 Exhibit E- ACES Application 246 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-CVR COVER 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 ZONING SHEET INDEX Z-CVR Z-001 Z-002 Z-003 Z-004 Z-005X Z-006X Z-007X Z-008X Z-010 Z-011 Z-012 Z-013 Z-014 Z-015 Z-016 Z-017 Z-018 Z-019 Z-020 Z-021 Z-022 Z-023 Z-024 Z-025 Z-026 Z-027 Z-028 Z-029 Z-030 Z-031 Z-032 Z-033 Z-034 Z-035 Z-101X Z-102X Z-103X Z-104X Z-105X Z-106X Z-107X Z-108X Z-109X Z-110X Z-111X Z-112X Z-113X Z-114X Z-115X Z-101 Z-102 Z-103 Z-104 Z-105 Z-106 Z-201X Z-202X Z-203X Z-204X Z-205X Z-206X Z-207X Z-208X Z-209X Z-201 Z-202 Z-203 Z-204 Z-301 COVER ZONING SUMMARY SURVEY SURVEY PLAT MAP PLAT MAP PLAT MAP EXISTING SITE PLAN ENLARGED EXISTING SITE PLAN - VC ENLARGED EXISTING SITE PLAN - BOP ENLARGED EXISTING SITE PLAN - ENTRANCE PROPOSED SITE PLAN ENLARGED PROPOSED SITE PLAN - VC ENLARGED PROPOSED SITE PLAN - BOP ENLARGED PROPOSED SITE PLAN - ENTRANCE VC WALL DEMOLITION CALCULATIONS VC ROOF DEMOLITION CALCULATIONS VC EXISTING FLOOR AREA CALCULATIONS VC PROPOSED FLOOR AREA CALCULATIONS BOP WALL DEMOLITON CALCULATIONS BOP ROOF DEMOLITON CALCULATIONS BOP EXISTING FLOOR AREA CALCULATIONS BOP PROPOSED FLOOR AREA CALCULATIONS DH EXISTING FLOOR AREA CALCULATIONS PB EXISTING FLOOR AREA CALCULATIONS PH EXISTING FLOOR AREA CALCULATIONS TH EXISTING FLOOR AREA CALCULATIONS SBH EXISTING FLOOR AREA CALCULATIONS VC EXISTING NET AREA CALCULATIONS VC PROPOSED NET AREA CALCULATIONS BOP EXISTING NET AREA CALCULATIONS BOP PROPOSED NET AREA CALCULATIONS DH EXISTING NET AREA CALCULATIONS PB EXISTING NET AREA CALCULATIONS PH EXISTING NET AREA CALCULATIONS TH EXISTING NET AREA CALCULATIONS SBH EXISTING NET AREA CALCULATIONS VC EXISTING MAIN LEVEL VC EXISTING UPPER LEVEL VC EXISTING ROOF PLAN BOP EXISTING MAIN LEVEL BOP EXISTING UPPER LEVEL BOP EXISTING ROOF LEVEL DH EXSTING MAIN LEVEL DH EXISTING ROOF PLAN PB EXISTING PLANS PH EXISTING PLANS TH EXISTING PLANS SBH EXISTING LOWER LEVEL SBH EXISTING MAIN LEVEL SBH EXISTING UPPER LEVEL SBH EXISTING ROOF LEVEL VC PROPOSED MAIN LEVEL VC PROPOSED UPPER LEVEL VC ROPOSED ROOF PLAN BOP PROPOSED MAIN LEVEL BOP PROPOSED UPPER LEVEL BOP PROPOSED ROOF LEVEL VC EXISTING HEIGHTS VC EXISTING HEIGHTS BOP EXISTING HEIGHTS BOP EXISTING HEIGHTS DH EXISTING HEIGHTS PB EXISTING HEIGHTS PH EXISTING HEIGHTS TH EXISTING HIEGHTS SBH EXISTING HEIGHTS VC PROPOSED HEIGHTS VC PROPOSED HEIGHTS BOP PROPOSED HEIGHTS BOP PROPOSED HEIGHTS BOP TOP OF SLOPE SECTION Aspen CO 81611 ASPEN CENTER FOR ENVIRONMENTAL STUDIES BUILDING PERMIT & CONSTRUCTION DOCUMENTS BUILDING PERMIT NUMBER FIRE SPRINKLER SYSTEM: NFPA 13D (EXISTING TO BE REVISED PER PLANS) CODE EDITIONS: 2015 IRC, 2015 IMC, 20159 IECC, 2015 IPC, 2015 IFGC, 2011 NEC, CITY OF ASPEN MUNICIPAL CODE TITLE 8 SCOPE OF WORK INCLUDES: RENOVATING EXISTING DECK. INTERIOR REMODEL AND ADDITION TO VISITORS CENTER. RENOVATION TO BIRD OF PREY HOUSE. REDESIGNED PARKING AND DRIVEWAY ENTRANCE. VISITORS CENTER BIRD OF PREY BUILDING Exhibit E- ACES Application 247 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-001 ZONING SUMMARY 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Proposed Development Remodel Parcel #273-707-300-801 Zone District A - ACADEMIC SPA Setbacks Existing Allowed(Principal)Reference Front N/A N/A Rear N/A N/A Combined Front/Rear N/A N/A Side N/A N/A Combined Side N/A N/A Corner Lot No Transferable Development Right (TDR) Received TDR Certificate No Sent TDR Certificate No Transferred TDR Certificate No Land Value Summary 1437 Crystal Lake Rd Reference Actual Value $2,850,000 Pitkin County Assessor Assessed Value $701,960 Pitkin County Assessor Zoning Allowance & Project Summary 100 PUPPY SMITH ST - ASPEN CENTER FOR ENVIRONMENTAL STUDIES (ACES) Allowable Floor Area Allowable Floor Area SQ.FT. Reference SPA Book 91 Page 31 Existing FAR calculation per 2020 CoA Code 10,090 Z-015 - Z-036 Proposed FAR calculation per 2020 CoA Code 11,004 Unique Approvals Reference N/A Variances Reference N/A Exemptions Reference Deck Exemption 15% FAR 26.575.020.D.4 Subgrade Exemption % of Exposed Wall Area 26.575.020.D.8 Area Existing Gross (SQ. FT.)Existing FAR (SQ. FT.)Proposed Gross (SQ. FT.)Proposed FAR (SQ. FT.)Reference Visitors Center 4020.75 3969.00 4868.75 4812.75 Bird of Prey 643.75 643.75 714.00 714.00 Director's House 1566.75 1566.75 1566.75 1566.75 Pull Barn 786.75 786.75 786.75 786.75 Professor's House 789.75 789.75 789.75 789.75 Tree House 1,023.50 852.39 1,023.50 852.39 Straw Bale House 2,234.00 1,481.46 2,234.00 1,481.46 TOTAL 11,065.25 10,089.85 11,983.50 11,003.85 Deck Area Existing Gross (SQ. FT.)Existing FAR (SQ. FT.)Proposed Gross (SQ. FT.)Proposed FAR (SQ. FT.)Reference Visitors Center 1,156.25 1,426.25 2,004.50 2,004.50 Bird of Prey 320.50 320.50 349.50 349.50 Director's House 289.00 289.00 289.00 289.00 Pull Barn 0.00 0.00 0.00 0.00 Professor's House 54.50 54.50 54.50 54.50 Tree House 161.75 161.75 161.75 161.75 Straw Bale House 139.75 139.75 139.75 139.75 TOTAL 2,121.75 2,391.75 2,999.00 2,999.00 TOTAL 13,187.00 12,481.60 14,982.50 14,002.85 100 PUPPY SMITH ST - ASPEN CENTER FOR ENVIRONMENTAL STUDIES (ACES) NOTE: Exhibit E- ACES Application 248 DDDD15' WIDE STORMSEWER EASEMENTQUARTER CORNERFOUND BLM 3-1/4"1954 BRASS CAPSECTION 7SECTION 1212345678910111213 1415161718192021222324252627282930313233343536 3738 39 40 41 42 43 4445464748 4950515253545556575859 60 61 62636465C1666768697071 72737475 POINT OFBEGINNINGABCDEFGHIJKLNOPQRSTUVWXYZAABBCCDDEEGGMFFNORTH 1/16 CORNERFOUND BLM 3-1/4" 1978 BRASS CAPN00°59'02"E 1293.12'BASIS OF BEARINGSS23°32'38"W 633.79'DEED=S22°41'18"W 632.67'HUNTER CREEKSHEDDIRT PATH(TYPICAL)BOARDWALKHALLAMLAKEROARING FORKRIVERPUPPYROAD SMITHSEE SHEET 3IMPROVEMENTAREA DETAILOBSERVATIONDECKOBSERVATIONDECKFOOTBRIDGEOBSERVATIONDECKFOOTBRIDGERETAINING WALLAPPARENTENCROACHMENTRETAINING WALLAPPARENTENCROACHMENTROARING FORK DRIVEWIER BOX& PIPEHEADWALL& PIPEHHOBSERVATIONDECKSCHAIN-LINKPERIMETER FENCE(TYPICAL)OVERLAP AREAAS SHOWN ONERDMAN PARTNERSHIPLOT SPLIT PLATPLAT BOOK 25 PAGE 42IIJJ15' TRAIL & UTILITY EASEMENTPLAT BOOK 5 PAGE 70TRUEMAN NEIGHBORHOODCOMMERCIAL PROJECTPLAT BOOK 5 PAGE 70OWNERJAMMB LLCREC. NO. 580131SHAW AND THE WPWJOINT VENTURESUBDIVISION EXEMPTIONPLAT BOOK 5 PAGE 91HARMON GROUP-TOMLINSONPLAT BOOK 23 PAGE 77OWNERJONATHAN D LEWIS TRUSTREC. NO. 396036FIRST AMENDEDWOGAN LOT SPLITPLAT BOOK 23PAGE 69LAKE A V E N U E GILLESPIESTREETMARSHALLLOT SPLITPLAT BOOK 20PAGE 54HUME LOT SPLITPLAT BOOK 29PAGE 55ERDMAN PARTNERSHIP LOT SPLITPLAT BOOK 25 PAGE 42AMENDED MOORESLOT SPLIT-IIPLAT BOOK 39PAGE 87OWNERWOOD DUCK ASPEN LLCREC. NO. 643096OWNERHALLAM SANCTUARY LLCREC. NO. 623931OWNER844 ROARING FORK LLCREC. NO. 631435MERRIAM SUBDIVISIONPLAT BOOK 25PAGE 39HINES-DUNCANLOT SPLITPLAT BOOK 20PAGE 89OWNERROARING FORK I, LLCREC. NO. 463751OWNERHINES ISSUE TRUST FBO T HINESREC. NO. 204516OWNERMUSTANG HOLDINGS II LLCREC. NO. 575507100-YEAR FLOODPLAINFEMA MAP NUMBER08097C0354EDATED: AUGUST 15, 2019SPECIAL FLOOD ZONE XAREAS OF 0.2% ANNUALCHANCE FLOODFEMA MAP NUMBER08097C0354EDATED: AUGUST 15, 2019OWNERCITY OF ASPENOWNERCITY OF ASPENOWNERCITY OF ASPEN42.0' WITNESS CORNERSET REBAR & 1-1/4"BLUE CAPWC TNC PLS382151.0' WITNESS CORNERSET REBAR & 1-1/4"BLUE CAPWC TNC PLS3821525.624± ACRES(AS SURVEYED)FOUND PROPERTY CORNER AS DESCRIBEDLEGENDASPEN CENTER FOR ENVIRONMENTAL STUDIESSECTIONS 7 & 12, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6TH PMCITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADOIMPROVEMENT & TOPOGRAPHIC SURVEY TRUE NORTH COLORADO LLC.A LAND SURVEYING AND MAPPING COMPANYP.O. BOX 614 - 386 MAIN STREET UNIT 3NEW CASTLE, COLORADO 81647(970) 984-0474www.truenorthcolorado.comPROJECT NO: 2020-168DATE: July 30, 2020DRAWNRPKSURVEYEDDJB-MANSHEET1 OF 2TRUENORTHA LAND SURVEYING AND MAPPING COMPANY80'40'160'SCALE: 1" = 80'NFURNISHED PROPERTY DESCRIPTION:THIS DESCRIPTION IS SHOWN ON THE FIRST ADDENDUM TO ASPEN CENTER FOR ENVIRONMENTAL STUDIES SPECIALLYPLANNED AREA FINAL DEVELOPMENT PLAN RECORDED IN PLAT BOOK 91 AT PAGES 31-33.A TRACT OF LAND SITUATED IN THE EAST HALF OF SECTION 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST AND IN THE WESTHALF OF SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE SIXTH PRINCIPAL MERIDAN, PITKIN COUNTY,COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS;BEGINNING AT A POINT ON THE SOUTHERLY BOUNDARY OF LANDS BELONGING TO THE ASPEN CENTER FORENVIRONMENTAL STUDIES (A.C.E.S.) WHENCE THE QUARTER CORNER BETWEEN SAID SECTIONS 7 AND 12 BEARS NORTH22°41'18” EAST 632.67 FEET; THENCE ALONG SAID A.C.E.S. BOUNDARY THE FOLLOWING COURSES AND DISTANCES;SOUTH 34°55'17” EAST 38.09 FEET, SOUTH 82°05'40” EAST 178.19 FEET, SOUTH 74°18'00” EAST 25.73 FEET, AND SOUTH62°39'00” EAST 165.75 FEET TO THE INTERSECTION WITH THE NORTHERLY BOUNDARY OF THE GIVEN INSTITUTE; THENCESOUTH 70°18'15” EAST 26.99 FEET ALONG SAID BOUNDARY OF THE GIVEN INSTITUTE TO THE SOUTHWEST CORNER OF THATPORTION OF PUPPY SMITH STREET (FORMERLY SMUGGLER STREET LAKEVIEW ADDITION) VACTED BY ORDINANCE 13, SERIESOF 1997; THENCE NORTH 02°00'00” WEST 18.555 FEET ALONG THE WESTERLY LINE OF SAID VACATED PUPPY SMITH STREET;THENCE ALONG SAID CENTERLINE THE FOLLOWING COURSES AND DISTANCES; SOUTH 72°18'08” EAST 44.16 FEET, ANDSOUTH 79°11'00” EAST 7.90 FEET; THENCE DEPARTING SAID CENTERLINE SOUTH 15°15'22” WEST 20.06 FEET TO THENORTHEAST CORNER OF SAID BOUNDARY OF THE GIVEN INSTITUTE; THENCE ALONG SAID BOUNDARY OF THE GIVENINSTITUTE THE FOLLOWING COURSES AND DISTANCES; SOUTH 06°14'58” WEST 103.34 FEET, SOUTH 18°05'59”WEST 108.86FEET, SOUTH 09°32'30” WEST 51.93 FEET, AND SOUTH 23°13'11” EAST 83.15 FEET TO THE EASTERLY EXTENSION OF THESOUTH LINE OF FRANCIS STREET; THENCE SOUTH 75°09'11” EAST 41.12 FEET ALONG SAID EXTENSION TO THE INTERSECTIONWITH THE WESTERLY LINE OF THE TRUEMAN NEIGHBORHOOD COMMERCIAL PROJECT; THENCE NORTH 43°04'11” WEST 6.28FEET ALONG THE SOUTHEASTERLY LINE EXTENDED OF BLOCKS 1 AND 2, LAKEVIEW ADDITION; THENCE ALONG SAIDEXTENSION NORTH 81°19'30” EAST 1.66 FEET TO THE SOUTH CORNER OF LAKEVIEW ADDITION; THENCE ALONG SAIDSOUTHEASTERLY LINE EXTENDED OF BLOCK 1 AND 2 THE FOLLOWING COURSES AND DISTANCES; NORTH 81°19'30” EAST84.30 FEET, AND NORTH 40°53'00” EAST 7.15 FEET TO THE INTERSECTION WITH SAID WESTERLY BOUNDARY OF THETRUEMAN NEIGHBORHOOD COMMERCIAL PROJECT; THENCE ALONG SAID WESTERLY BOUNDARY THE FOLLOWING COURSESAND DISTANCES; NORTH 85°09'15” EAST 20.17 FEET, NORTH 42°46'12” 101.79 FEET, AND NORTH 40°27'13” EAST 117.88 FEETTO THE INTERSECTION WITH THE EASTERLY EXTENSION OF THE NORTHERLY LINE OF LOT 6, BLOCK 1, LAKEVIEW ADDITION;THENCE NORTH 79°11'00” WEST 19.12 FEET ALONG SAID NORTHERLY LINE OF LOT 6 TO THE CORNER COMMON TO LOTS 6AND 5 OF SAID BLOCK 1; THENCE NORTH 20°21'30” EAST 100.00 FEET ALONG THE WEST LINE OF LOT 5 TO THE NORTHWESTCORNER OF LOT 5 ON THE SOUTH LINE OF PUPPY SMITH STREET; THENCE NORTH 79°11'00” WEST 19.21 FEET TO THEINTERSECTION WITH A LINE THAT IS PARALLEL WITH AND TEN FEET FROM TWO STONE GATE POSTS; THENCE NORTH10°49'00” EAST 40.00 FEET ALONG SAID LINE ACROSS PUPPY SMITH STREET TO THE NORTH LINE OF PUPPY SMITH STREET;THENCE SOUTH 79°11'00” EAST 11O.20 FEET ALONG SAID NORTH LINE TO THE SOUTHEAST CORNER OF LOT 4, BLOCK 4,LAKEVIEW ADDITION; THENCE NORTH 10°49'00” EAST 100.00 FEET ALONG THE EAST LINE OF LOT 4 TO THE SOUTH LINE OFLOT 7; THENCE SOUTH 79°11'00” EAST 95.61 FEET ALONG THE SOUTH LINE OF LOTS 7 AND 11 TO THE INTERSECTION WITHSAID WESTERLY BOUNDARY OF THE TRUEMAN NEIGHBORHOOD COMMERCIAL PROJECT; THENCE NORTH 07°58'20” WEST126.75 FEET ALONG SAID WESTERLY LINE TO THE INTERSECTION WITH THE NORTHERLY LINE OF BLOCKS 3 AND 4, LAKEVIEWADDITION; THENCE NORTH 79°11'00” WEST 389.23 FEET TO THE ORIGINAL EASTERLY BOUNDARY OF THE PROPERTY OF THEASPEN CENTER FOR ENVIRONMENTAL STUDIES (A.C.E.S.) THENCE NORTH 02°00'00” EAST 101.37 FEET ALONG SAID A.C.E.S.BOUNDARY TO A POINT IN THE CENTERLINE OF THE ROARING FORK RIVER; THENCE ALONG SAID A.C.E.S. BOUNDARY ANDALONG THE CENTERLINE OF THE ROARING FORK RIVER THE FOLLOWING COURSES AND DISTANCES; NORTH 64°27'00” WEST115.50 FEET, NORTH 05°27'00” WEST 63.32 FEET, NORTH 40°30'00” EAST 144.50 FEET, NORTH 20°25'00” EAST 164.75 FEET,NORTH 14°11'00” WEST 24.64 FEET, NORTH 38°13'00” WEST 123.19 FEET, NORTH 34°06'00” WEST 105.54 FEET, NORTH27°30'00” WEST 136.58 FEET, NORTH 13°26'00” WEST 106.82 FEET, NORTH 20°00'00” WEST 56.00 FEET, NORTH 26°20'00”WEST 317.00 FEET, NORTH 06°22'00” WEST 125.65 FEET AND NORTH 65°53'20” WEST 15.51 FEET TO AP 55 OF THE NORTHANNEXATION TO THE CITY OF ASPEN; THENCE NORTH 05°10'00” EAST 168.87 FEET ALONG LINE 55-54 OF SAID NORTHANNEXATION TO THE SOUTHEAST CORNER OF LOT 1 OF THE MERRIAM SUBDIVISION; THENCE ALONG THE SOUTH LINE OFSAID LOT 1 THE FOLLOWING COURSES AND DISTANCES; NORTH 86°16'00” WEST 65.00 FEET AND SOUTH 43°07'41” WEST145.00 FEET TO THE ORIGINAL A.C.E.S. BOUNDARY; THENCE ALONG SAID BOUNDARY THE FOLLOWING COURSES ANDDISTANCES; SOUTH 43°07'41” WEST 133.08 FEET, SOUTH 28°08'00” EAST 53.41 FEET, SOUTH 62°48'00” WEST 45.50 FEET,SOUTH 80°28'00” WEST 159.76 FEET, SOUTH 50°04'00” WEST 86.70 FEET, SOUTH 03°45'00” EAST 101.63 FEET, SOUTH07°45'00” EAST 121.86 FEET, SOUTH 89°11'00” WEST 37.85 FEET, SOUTH 29°07'00” EAST 115.56 FEET, SOUTH 37°06'00” EAST81.60 FEET, SOUTH 07°00'00” EAST 40.30 FEET, SOUTH 19°08'00” WEST 63.50 FEET, SOUTH 30°50'00” WEST 116.43 FEET,SOUTH 05°09'00” WEST 124.93 FEET, SOUTH 77°55'00” WEST 33.89 FEET, SOUTH 17°25'00” EAST 88.84 FEET, SOUTH 49°55'00”EAST 127.22 FEET, SOUTH 44°34'00” WEST 21.54 FEET, SOUTH 54°47'12” EAST 87.66 FEET, NORTH 79°05'00” EAST 46.45 FEET,SOUTH 49°41'00” EAST 49.80 FEET, SOUTH 34°25'00” EAST 78.60 FEET, NORTH 55°35'00” EAST 49.93 FEET, SOUTH 40°36'53”EAST 5.17 FEET, SOUTH 09°26'25” EAST 210.13 FEET AND SOUTH 34°55'17” EAST 92.50 FEET TO THE POINT OF BEGINNING;CONTAINING 25.5 ACRES.ALSOTRACT OF LAND SITUATED IN THE SE1/4 OF THE NE1/4 OF SECTION 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6THP.M., CITY OF ASPEN, STATE OF COLORADO, MORE FULLY DESCRIBED AS FOLLOWS:BEGINNING AT A POINT WHENCE A U.S. BRASS CAP DATED 1954 AND MARKED AS THE EAST QUARTER CORNER OF SAIDSECTION 12, BEARS S48°2'12"E 979.30 FEET; THENCE N89°22'17"E 98.76 FEET; S03°45'00"E 38.04 FEET; S07°45'00"E 69.62 FEET;N89°52'00"W 94.26 FEET; S89°15'15"W 16.37 FEET; THENCE NORTH 105.85 TO THE POINT OF BEGINNING.0CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLEC1 358.05'89.07'88.84'S 16°50'56" E 14°15'11"LINE BEARING DISTANCE1S 34°11'36" E38.09'BOUNDARY LINE - MEASURED BOUNDARY LINE CURVE DATA NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANYLEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREEYEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANYACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORETHAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.2S 81°24'30" E178.19'3S 73°36'50" E 25.73'4S 61°53'37" E165.72'5S 70°20'09" E26.99'6N 01°27'09" W18.50'7S 71°34'11" E44.17'8S 76°43'16" E7.87'9S 16°00'13" W19.88'10S 07°11'34" W103.17'11S 18°59'41" W109.01'12S 08°37'00" E51.87'13S 23°12'59"E 83.84'14S 74°28'00" E41.12'15N 42°23'00" W6.28'16N 82°00'40" E1.66'17N 82°06'51" E82.82'18N 47°21'50" E8.42'19N 85°50'25" E20.17'20N 43°27'22" E101.79'21N 41°08'23" E116.91'22N 78°29'50" W133.05'23N 21°02'40" E100.00'24N 78°29'50" W19.21'25N 11°30'10" E40.00'26S 78°29'50" E110.20'27N 11°30'10" E100.00'28S 78°29'50" E95.61'29N 06°44'42" W125.85'30N 78°20'39" W389.84'31N 02°52'07" E101.37'32N 64°33'12" W113.88'33N 04°39'41" W63.32'34N 41°17'19" E144.50'35N 21°12'19" E164.75'36N 13°23'41" W24.64'37N 37°25'41" W123.19'38N 33°18'41" W105.54'39N 26°42'41" W136.58'40N 12°38'41" W106.82'41N 19°12'41" W56.00'42N 25°32'41" W317.00'43N 05°34'41" W133.62'44N 65°06'03" W6.86'45N 05°57'19" E170.80'46N 85°28'41" W65.00'47S 43°55'06" W286.96'48S 28°57'58" E53.40'49S 65°10'21" W45.50'50S 80°06'46" W143.25'52S 02°53'03" E63.68'53N 89°37'08" W98.87'54S 01°00'16" W106.00'55N 89°56'25" E16.37'56S 89°32'43" E75.22'57S 07°39'04" E47.96'58S 88°32'09" W37.33'59S 28°45'12" E115.35'60S 36°44'12" E81.89'61S 06°18'50" E43.42'62S 19°49'10" W63.50'63S 31°51'17" W116.43'64S 06°10'17" W124.31'65S 77°53'00" W34.86'66S 49°25'35" E129.01'67S 45°28'00" W21.21'68S 55°11'43" E88.46'69N 80°46'30" E44.74'70S 49°06'10" E50.25'71S 30°16'55" E77.77'72N 56°22'44" E49.92'73S 38°28'44" E5.09'74S 08°47'19" E210.06'75S 34°11'36" E92.68'LINE BEARING DISTANCE1S 34°55'17" E38.09'BOUNDARY LINE - RECORD2S 82°05'40" E178.19'3S 74°18'00" E25.73'4S 62°39'00" E165.75'5S 70°18'15" E26.99'6N 02°00'00" W18.555'7S 72°18'08" E44.16'8S 79°11'00" E7.90'9S 15°15'22" W20.06' 10S 06°14'58" W103.34'11S 18°05'59" W108.86'12S 09°32'30" E51.93'13S 23°13'11" E83.15'14S 75°09'11" E41.12'15N43°04'11" W6.28'16N 81°19'30" E1.66'17N 81°19'30" E84.30'18N 40°53'00" E7.15'19N 85°09'15" E20.17'20N 42°46'12" E101.79'21N 40°27'13" E117.88'22N 79°11'00" W133.18'23N 20°21'30" E 100.00'24N 79°11'00" W19.21'25N 10°49'00" E40.00'26S 79°11'00" E110.20'27N 10°49'00" E100.00'28S 79°11'00" E95.61'29N 07°58'20" W126.75'30N 79°11'00" W389.23'31N 02°00'00" E101.37'32N 64°27'00" W115.50'33N 05°27'00" W63.32'34N 40°30'00" E144.50'35N 20°25'00" E164.75'36N 14°11'00" W24.64'37N 38°13'00" W123.19'38N 34°06'00" W105.54'39N 27°30'00" W136.58'40N 13°26'00" W106.82'41N 20°00'00" W56.00'42N 26°20'00" W317.00'43N 06°22'00" W125.65'44N 65°53'20" W15.51'45N 05°10'00" E168.87'46N 86°16'00" W65.00'47S 43°07'41" W278.08'48S 28°08'00" E53.41'49S 62°48'00" W45.50'50S 80°28'00" W159.76'52S 03°45'00" E63.59'53S 89°22'17" W98.76'54 SOUTH 105.85'55N 89°15'15" E16.37'56S 89°52'00" E94.26'57S 07°45'00" E52.24'58S 89°11'00" W37.85'59S 29°07'00" E115.46'60S 37°06'00" E81.60'61S 07°00'00" E40.30'62S 19°08'00" W63.50'63S 30°50'00" W116.43'64S 05°09'00" W124.93'65S 77°55'00" W33.89'66S 49°55'00" E127.22'67S 44°34'00" W21.54'68S 54°47'12" E87.66'69N 79°05'00" E46.45'70S 49°41'00" E49.80'71S 34°25'00" E78.60'72N 55°35'00" E49.93'73S 40°36'53" E5.17'74S 09°26'25" E210.13'75S 34°55'17" E92.50'51S 50°04'00" W86.70'51S 51°01'47" W86.35'PROPERTY CORNER MONUMENTATION CHARTNO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133 FOUND MONUMENT DESCRIPTION LETTER NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9018NO. 5 REBARNO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS-ILLEGIBLENO. 5 REBAR & 1-1/2" ALUMINUM CAP LS2376 35.0' W.C.FOUND T-POST WITH TAG LS2376NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS-ILLEGIBLENO. 5 REBARNO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9018NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9018NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS20151NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184NO. 5 REBAR & 1-1/4" RED PLASTIC CAP LS25947NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS-ILLEGIBLE 3.5' W.C.NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184NO. 5 REBAR & 1-1/2" ALUMINUM CAP LS-ILLEGIBLENO. 5 REBAR & 1-1/2" ALUMINUM CAP LS2376NO. 5 REBAR & 1-1/4" RED PLASTIC CAP LS25947NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS20151NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS20151NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133NO. 5 REBAR & 1-1/2" ALUMINUM CAP LS2376NO. 5 REBAR & 1-1/2" ALUMINUM CAP LS-ILLEGIBLENO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184SET NO. 5 REBAR & 1-1/4" ORANGE PLASTICCAP PROP CORNER TNC PLS38215 (UNLESSOTHERWISE NOTED)Exhibit E- ACES Application 249 EEEEEEEWEDYH WEEDIRECTORHOUSINGFFE:7842.4FFE:7842.7FFE:7843.4FFE:7843.2FFE:7844.0OF PREYBUILDINGEDUCATIONCENTER &PUBLIC AREAPULLBARNYURTPROFESSORHOUSESTRAWBALEHOUSETREEHOUSESHEDPUPPY SMITHSTREETWATERFEATUREROARING FORK RIVER7835783278357840784578417850785078457850784578507850785078557858 785 7 FFE:7855.47853.07853.57855.0FFE:7855.57855.17856.87856.97857.0FFE BASEMENT7849.9FFE BASEMENT7852.6UPPER LEVEL7862.167856.37856.27856.17858.37859.17859.07856.97856.47857.07859.0FFE7839.87840.3WOODDECK7840.67840.87841.07840.97841.17840.47840.67840.67841.57841.5TTTTTTDDDD12345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364656667686970717273747576777879808182838485868788899091929394959697989910010110210310410510610710810911011111278587860786378587857EASEMENT FORPRETREATMENTSEDIMENTION BASIN(50' X 50')15' WIDE STORMSEWER EASEMENT15' WIDE STORMSEWER EASEMENTCONCRETEBURIEDTREATMENTTANKSSTREAM MARGINREVIEW BOUNDARYTOP OF BANKAS LOCATED113114115116117118119120121OSWEGGEFLOOD ZONEBOUNDARY AE(100-YEAR FLOOD ZONE)GRAVELPARKINGPAVED PATH9.5'47.3'7.6'48.4'DECKDECKDSIGNSTORM SEWER VAULTELECTRIC VAULTWATER MANHOLEETANK LIDTWWATER LINETELEPHONE LINEFIBER OPTIC LINEGAS LINEELECTRIC LINE TELEPHONE PEDESTALDYHFIRE HYDRANTELECTRICAL TRANSFORMERGAS METERELECTRICAL METERGLEGENDESURVEYOR'S CERTIFICATIONSURVEY NOTES:5. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS,COVENANTS AND EASEMENTS OF RECORD OR IN PLACE.6. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLECOMMITMENT, THEREFORE, ANY EXCEPTIONS TO TITLE THAT MAY AFFECTTHE SUBJECT PROPERTY HAVE NOT BEEN REVIEWED BY TRUE NORTHCOLORADO, LLC.7. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICANVERTICAL DATUM OF 1988 (NAVD 88) REFERENCED FROM NATIONALGEODETIC SURVEY (NGS) STATION S 159 HAVING AN ELEVATION OF7720.88.8. CONTOUR INTERVAL EQUALS 1 FOOT.9. UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED BY ROARINGFORK UTILITY LOCATORS LLC. UTILITIES SHOWN HEREON ARE FORPLANNING PURPOSES ONLY. PLEASE CALL 811 PRIOR TO ANY DIGGINGOR EARTHWORK CONSTRUCTION FOR UTILITY VERIFICATION.IMPROVEMENT &TOPOGRAPHICDETAIL AREA TRUE NORTH COLORADO LLC.A LAND SURVEYING AND MAPPING COMPANYP.O. BOX 614 - 386 MAIN STREET UNIT 3NEW CASTLE, COLORADO 81647(970) 984-0474www.truenorthcolorado.comPROJECT NO: 2020-168DATE: JULY 30, 2020DRAWNRPKSURVEYEDDJB-MANSHEET2 OF 2TRUENORTHA LAND SURVEYING AND MAPPING COMPANY25'12.5'50'SCALE: 1" = 25'N0 TREE TYPE SIZE DRIPTREE CHART1222" 40'SPRUCE345678910111213141516171819CLEAN-OUTWATER VALVE BOXNOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANYLEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREEYEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANYACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORETHAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.WOOD FENCECHAIN-LINK FENCEWIRE FENCE2021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108WILLOW18" 40'6" 20'14" 32'8" 16'14" 32'4"12'6" 12'16" 48'22" 48'16" 100'WILLOWWILLOWWILLOWWILLOWWILLOWWILLOWWILLOWWILLOWWILLOW24" 68'WILLOW20" 48'WILLOW12" 12'WILLOW26" 52'WILLOW20" 32'WILLOW24" 100'WILLOW6" 12'WILLOW12" 28'WILLOWSPRUCE4"6'8" 16'WILLOW14" 20'WILLOW20" 100'WILLOW22" 40'WILLOW22" 40'WILLOW30"44'WILLOW6" 12'WILLOWSPRUCE6" 12'SPRUCE8" 16'10" 28'WILLOW4"16'LOCUST18" 36'WILLOWSPRUCE10" 16'24" 48'WILLOWSPRUCE8" 16'4"28'MAPLE3" 24'MAPLESPRUCE8" 12'SPRUCE6" 12'3" 20'LOCUSTSPRUCE4"12'3" 12'LOCUST4"20'MAPLE4"20'MAPLESPRUCE12" 32'4"16'MAPLE4"16'MAPLE4"12'MAPLE26" 40'WILLOW22"44'WILLOW20" 32'WILLOW18" 32'WILLOW16" 24'WILLOW26" 52'WILLOW26" 52'WILLOW20" 40'WILLOW18"44'WILLOW20"44'WILLOW22" 52'WILLOW22" 24'WILLOW26" 52'WILLOW20" 36'WILLOW4"16'LOCUST6" 16'LOCUST6" 16'LOCUST4"8'WILLOW3" 12'MAPLE14" 16'WILLOW26" 52'WILLOW26"44'WILLOW34" 48'WILLOWSPRUCE6" 10'3" 16'LOCUST24" 16'WILLOW6" 28'WILLOW20" 20'WILLOW30" 20'WILLOW12" 16'WILLOW12" 20'WILLOW18" 12'WILLOW18" 16'WILLOW18" 16'WILLOW14" 28'WILLOW30" 60'WILLOW12" 28'WILLOW6" 40'WILLOW6" 40'WILLOW6" 40'WILLOW12" 28'WILLOW6" 12'WILLOW6" 12'WILLOWSPRUCE4"12'14" 32'WILLOW14" 32'WILLOW26" 52'WILLOW14" 20'WILLOW10" 8'WILLOW14" 12'WILLOW16" 20'WILLOW14" 28'WILLOWSPRUCE6" 12'44"40'WILLOW12" 52'WILLOW50" 60'WILLOW10" 16'WILLOW8" 12'WILLOW10" 12'WILLOW8" 12'WILLOW109WILLOW110WILLOW111WILLOW112WILLOW10"-DEAD4'10"-DEAD4'12" 16'14" 24'113SPRUCE10" 12'114WILLOW 36" 52'115SPRUCE6" 12'116SPRUCE8" 12'117SPRUCE6" 12'118SPRUCE6" 12'1198" 28'12028" 96'WILLOWWILLOW12142" 28'WILLOWEEEEEEEWEDYH WEEDIRECTORHOUSINGFFE:7842.4FFE:7842.7FFE:7843.4FFE:7843.2FFE:7844.0BIRD OF PREYBUILDINGEDUCATIONCENTER &PUBLIC AREAPULLBARNYURTPROFESSORHOUSESTRAWBALEHOUSETREEHOUSESHEDPUPPY SMITHSTREETWATERFEATUREROARING FORK RIVER7835783278357840784578417850785078457850784578507850785078557858 785 7 FFE:7855.47853.07853.57855.0FFE:7855.57855.17856.87856.97857.0FFE BASEMENT7849.9FFE BASEMENT7852.6UPPER LEVEL7862.167856.37856.27856.17858.37859.17859.07856.97856.47857.07859.0FFE7839.87840.3WOODDECK7840.67840.87841.07840.97841.17840.47840.67840.67841.57841.5TTTTTTDDDD12345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364656667686970717273747576777879808182838485868788899091929394959697989910010110210310410510610710810911011111278587860786378587857EASEMENT FORPRETREATMENTSEDIMENTION BASIN(50' X 50')15' WIDE STORMSEWER EASEMENT15' WIDE STORMSEWER EASEMENTCONCRETEBURIEDTREATMENTTANKSSTREAM MARGINREVIEW BOUNDARYTOP OF BANKAS LOCATED113114115116117118119120121OSWEGGEFLOOD ZONEBOUNDARY AE(100-YEAR FLOOD ZONE)GRAVELPARKINGPAVED PATH9.5'47.3'7.6'48.4'DECKDECKDSIGNSTORM SEWER VAULTELECTRIC VAULTWATER MANHOLEETANK LIDTWWATER LINETELEPHONE LINEFIBER OPTIC LINEGAS LINEELECTRIC LINE TELEPHONE PEDESTALDYHFIRE HYDRANTELECTRICAL TRANSFORMERGAS METERELECTRICAL METERGLEGENDESURVEYOR'S CERTIFICATIONSURVEY NOTES:5. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS,COVENANTS AND EASEMENTS OF RECORD OR IN PLACE.6. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLECOMMITMENT, THEREFORE, ANY EXCEPTIONS TO TITLE THAT MAY AFFECTTHE SUBJECT PROPERTY HAVE NOT BEEN REVIEWED BY TRUE NORTHCOLORADO, LLC.7. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICANVERTICAL DATUM OF 1988 (NAVD 88) REFERENCED FROM NATIONALGEODETIC SURVEY (NGS) STATION S 159 HAVING AN ELEVATION OF7720.88.8. CONTOUR INTERVAL EQUALS 1 FOOT.9. UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED BY ROARINGFORK UTILITY LOCATORS LLC. UTILITIES SHOWN HEREON ARE FORPLANNING PURPOSES ONLY. PLEASE CALL 811 PRIOR TO ANY DIGGINGOR EARTHWORK CONSTRUCTION FOR UTILITY VERIFICATION.IMPROVEMENT &TOPOGRAPHICDETAIL AREA TRUE NORTH COLORADO LLC.A LAND SURVEYING AND MAPPING COMPANYP.O. BOX 614 - 386 MAIN STREET UNIT 3NEW CASTLE, COLORADO 81647(970) 984-0474www.truenorthcolorado.comPROJECT NO: 2020-168DATE: JULY 30, 2020DRAWNRPKSURVEYEDDJB-MANSHEET2 OF 2TRUENORTHA LAND SURVEYING AND MAPPING COMPANY25'12.5'50'SCALE: 1" = 25'N0 TREE TYPE SIZE DRIPTREE CHART1222" 40'SPRUCE345678910111213141516171819CLEAN-OUTWATER VALVE BOXNOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANYLEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREEYEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANYACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORETHAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.WOOD FENCECHAIN-LINK FENCEWIRE FENCE2021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108WILLOW18" 40'6" 20'14" 32'8" 16'14" 32'4"12'6" 12'16" 48'22" 48'16" 100'WILLOWWILLOWWILLOWWILLOWWILLOWWILLOWWILLOWWILLOWWILLOW24" 68'WILLOW20" 48'WILLOW12" 12'WILLOW26" 52'WILLOW20" 32'WILLOW24" 100'WILLOW6" 12'WILLOW12" 28'WILLOWSPRUCE4"6'8" 16'WILLOW14" 20'WILLOW20" 100'WILLOW22" 40'WILLOW22" 40'WILLOW30"44'WILLOW6" 12'WILLOWSPRUCE6" 12'SPRUCE8" 16'10" 28'WILLOW4"16'LOCUST18" 36'WILLOWSPRUCE10" 16'24" 48'WILLOWSPRUCE8" 16'4"28'MAPLE3" 24'MAPLESPRUCE8" 12'SPRUCE6" 12'3" 20'LOCUSTSPRUCE4"12'3" 12'LOCUST4"20'MAPLE4"20'MAPLESPRUCE12" 32'4"16'MAPLE4"16'MAPLE4"12'MAPLE26" 40'WILLOW22"44'WILLOW20" 32'WILLOW18" 32'WILLOW16" 24'WILLOW26" 52'WILLOW26" 52'WILLOW20" 40'WILLOW18"44'WILLOW20"44'WILLOW22" 52'WILLOW22" 24'WILLOW26" 52'WILLOW20" 36'WILLOW4"16'LOCUST6" 16'LOCUST6" 16'LOCUST4"8'WILLOW3" 12'MAPLE14" 16'WILLOW26" 52'WILLOW26"44'WILLOW34" 48'WILLOWSPRUCE6" 10'3" 16'LOCUST24" 16'WILLOW6" 28'WILLOW20" 20'WILLOW30" 20'WILLOW12" 16'WILLOW12" 20'WILLOW18" 12'WILLOW18" 16'WILLOW18" 16'WILLOW14" 28'WILLOW30" 60'WILLOW12" 28'WILLOW6" 40'WILLOW6" 40'WILLOW6" 40'WILLOW12" 28'WILLOW6" 12'WILLOW6" 12'WILLOWSPRUCE4"12'14" 32'WILLOW14" 32'WILLOW26" 52'WILLOW14" 20'WILLOW10" 8'WILLOW14" 12'WILLOW16" 20'WILLOW14" 28'WILLOWSPRUCE6" 12'44"40'WILLOW12" 52'WILLOW50" 60'WILLOW10" 16'WILLOW8" 12'WILLOW10" 12'WILLOW8" 12'WILLOW109WILLOW110WILLOW111WILLOW112WILLOW10"-DEAD4'10"-DEAD4'12" 16'14" 24'113SPRUCE10" 12'114WILLOW 36" 52'115SPRUCE6" 12'116SPRUCE8" 12'117SPRUCE6" 12'118SPRUCE6" 12'1198" 28'12028" 96'WILLOWWILLOW12142" 28'WILLOWExhibit E- ACES Application 250 1 LEGAL DE- RiFTICN PK0rffRW MAP (e I ICXD DEVELOPMENT PLAN ADDENDUM CON515T5 ONLYOF 5HEET5 i, 2+ 3 2 Aprfp AND CEf2TI FIC -hTES 3 EXISTING wNDiTION5 qr 49 EMPLOYEE HOUSING MEADOW 4 ELLVA.TI0N! Jr EL NN/ATIONS °STPAA/nALE I--ic0 E: so LEGEND 17 NOKTH r-)I° 1 '1', EAST 8/+.30 f=EET ,AND ACE5 DOUNDAtzY I5WNDAKIE5 OF 53 C1Tl -]WE5T COKNER OF THAT r0r" N OF PUrryY INTERNAL WITH 5AIp WESTF -iZ Y [3 U PAZY OF TO OVE.t2ALL ACES I9 700 PtzOPEzTYSHOWN FOR rVKF05L5 OFCLAKITC THENCE ALONG SAIID WE5jr- 1z4-`r Do-) IDA1zYT1 1E- 54 PURPOSE. STATEMENT THE PURFC&EOF TH15 ADDENDUM PLAT I5 To AND DESCRLDE A EC TRACT OF LA1JD iNADVEKTEJI ITLY OM ITTED FROMOM THE ASPEN GENTEt FOR E1-1VI1ONMEfJTALSTUCIES 6PE:( L_LY PLANNED fiZOEDD IN PLAT ! AT PACE ___ A5 RECEPTION NO.5.4SQ2,2,_ Off THE fFE;07RD". ) OF PITKI N C-OUNIY, COLOfADO. IN ALL OTHER R Elf MT5THE. N E FFEEOT. PAVED ST+zEE s >-KECOKD 11051 OFTfW.TOiZTt (OHM 7s PAVED 5TK. ADX5TED Fon iTiON OFTKACT 5HEET3) so NOTE =THE RECORD f'051TION HAS AN O PouND oRSET 55 EgFI 0HECX)5 TIE. AMFL-E FIELD MONUMENT EVIDENCE PL,ACES THE: TKACT A rz D s 1 TUArF 79 78 IN THE ADJL 5TED P051TI ON . AGT of LA I N TH I-5E I/C OFTHF NF- 1//4 OF5TION 12 Towm oHIP 10 )ou RANGE 85 WEST OFTHE. CoTH P.M. CITYOFA5PEN STATE OF COI- ORADO,, MORE FULLY DE'SIDED A5 FOL_I.CW 57 MATE P D 95L4A1-4 WHENCE CAP D IAA .KEDS HE FATb QUARTER CORNET, OF 5A1 D SECTION 12 5EAR5 S8 5. 8 024' 12" E. `179.3) FEET•75 T Bt CL N89 ° 22' 17" E 98.X0 FEET- 76 THEME 503° 5' " E 3 .04 FEr• 59 0 77 THE 507° 5'CO" E Co9.62 FEEJ • 78 TH> =HOE - e) 2'd° w 9.4 2(o Fntj79THENCE59° 15'15" W 10.-37 FEET so po T1 -IE1E No" 105.:55 FEET TO {1 tE POINT OF r ; t5EGINNIN& C- 0NTAINIW-7 11,037.85Gt.FT, WOIEOM LE55. t Z 1 No ,e rti 0 r SM000/. -,Eft. k 0 SCALE 1 IN = C.O FT SIT95ET NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years from the data of the certification shown hereon. GL SANCTUARY \ p O M 5 T•;e' T 1 1 i '1 LEGAL DESCRIPTION A TRACT OF LAND 81TUATEL) IN THE EAST HALF OF 5ECTiON 12, TOWi-F51-IIP 10 50OM KANGE 65 WE5T AND iN THE WEST HALF OFSECTKDN 7, TOIVNE 1HIP 10 SOUTHRANGE5AWE5TOFTHE5IXTHPRINCIPAL ME IOIA1f, PITKIN COUNTY cOOLADo - MoKE rART1cULARL'r nERR13ED A5 FOLL.OW5 , DEGI NN I NG AT ^ POINT ON - Ri-IE X111 {SLY >hl DAfY OF L-AN P5 P- CLONGING TO THE A5FEN CENTEP F01;?-1 ENVIKOHNif'_NTAL 5TUDIE5 A.C.E.S.) WHENGETHE QUARTER COt4JE -, b1= TWEE;N .SAID SECTION5 7 AND 12 mAR25 t-of<TH 22 -oA I I Iin" E,4ST 0032. FEET-THEW-F- ALOW -v SAID A.c.E.S. 130UNDrNRY 74 FOLLOWING COPSES A-ND D15TAtES -- I RUTH .3 °55' 17" EAST 50 -M FEET 2 SOTH C)2 - 5T 178.19 >^EET 3 RUTH 74 I V 00' EAST 25.3 FEET,AMID 4 f" H (02 °3`'CX ° EAST I &5.Jjr FEET TO THE iNT&,5ECTON WITH THE NORTHERLY l;l)NDARY OFTI -IE GIVEN INSTITUTE; t Ito II 1 r 14U \ \` a h'O i, AND AREA O z W FOR 5TC t ' 1 'I 1 1 ' 1 1 Alpine Surveys, Post Office Box 1730 Aspen, Colorado 81612 970 925 2688 Inc. IN THD ALONG SAID A C. E.S. SCUND. Y A1ID ALONG ti" -- ^- C . THE GE1TN?,LiNE Cf THE VOW NG ForK Iz1VETHE 1=0L.LOWING CCUK'bn AMID D15TANCES NolzrH o o „ 33 NORTH (v.4 °27'00" WE5T 115.50 FEET, 5MtXLI:R { q ° ° ° '° A /; '; =- 34 h10111 05 ' 27'00" WE5T 003. FEET 35 NOKTH 400 30 'OOn FAST 1/ 50 FEET;36 I pRTH 20 25 cx'J EAST 1(04.75 {= EE T,o ° o >° ° 0 37 NORTH iii I I'CO" WFSTHALLAM 24 (o/I FEET da o 0 o r r7- 0 3e f -Cf-TH 3a° 13' 0 0" WEST 123. I °I FEE BL Kf=iZ q = G C! C7 39 NCWpTH 34 ° 0X0`" WE5T 105 54 FEEToddooQaoNORTH2]° 30'QO" WE5T 1300. Si3 FEETL'EE - G7 1 7 G O L C] 1' C t1 33 ° MAIN = 41 c » t=ao ct a, I`ViF I ° 2Cv'00" WE51 1000.52 FFET l4'\\ 42 NTH 20 Cobo WE5T ro.Ca'3 FEET g ° fi z f 43 IN i H 2ln °20'00" V 31TC O f=EE. , t 44 NOf\TH °22'CO" WEST 12 .65 FEET AMID 45 t TH 5 °53'20" WE5T i .51 FE 17 TO AP 55 OF THE NORTH ANNEXATION TO THE. CITY OF A5PE11THENCENORTH0510'00' EAST 10.57 FEET A3-z' -INE30 ;' / 46 55 -54 OF SAID 1TH A1- XATION 707HF aX)TI-IWyr CORNER OF LOT I OF THE MERiuAM SU5DIVI510N NN, THENCE ALONG THE 500TH LINE OF SAID LOT I TIE. 47 FOLLOWING CO0fz5E5 AND D15TANCES'- NCI-- H E)& 1&'UO" 29 48 WE5T 605.00 FEET AND 'OLYrH 4i3 °07'/,1 " WE'-)T 1245. NN FEET TOTHE ORIGINAL A.C.E.S. 0aJNPAICY • THENCE ALON SAID DaJNDARYTHE rpdowING COURE5 AND D15TANCE5- 49 SOUTH 43 007'41 " WE5T 133.0 FEET 50 5CC)T1 I 28 ° ©i5'00" EA5 j . I FEET A CENTM FOR ENVIIONt 1ENTALSTUPIESCA.C.E.S)A ; 6 ;tip 32 THENCE NORTH 021PO000" EAST 101. FEET ALONG y \ t;tN ' 541D A.C.E.S DOUNDAFYTOA FONT IN THE CENTEKL.INI= OF HER <ti °` THE K)Atz 1rOKI< rvVM , I i 24 A.C.E.S. FARK) HG Y 5 THENCE 50Ur1 -I 7o 15" f.AST 2(o.`1`f FEET" ALOWS 17 NOKTH r-)I° 1 '1', EAST 8/+.30 f=EET ,AND AID P.0UNIDAi<Y OF THE GIVEN INSTITUTE TO THE Is tTH 455? 'W 6T 7. E. TO THEE615FET C1Tl -]WE5T COKNER OF THAT r0r" N OF PUrryY r WITH 5AIp WESTF -iZ Y [3 U PAZY OF SMITH C zff r ( FOIZMD;FLY 91VICGOL-EK STREET I 9700 THE TIPQUEWA-J NFJC7HD0KH(0D COWffrCAAL I`r - F LAKEVIEW ApDITiON t/ACATFI PYORDINANGE 13,THENCE ALONG SAIID WE5jr- 1z4-`r Do-) IDA1zYT1 1E- 5ERIES OF THEf-rC F NORTH 02 C6.70 r0LLOWII--IC CCI)P!!:)ES AND .DISTANCES 6 co" WE5T 15.555 FEET ALONG 19 NORTH e55"'15` EA5T 20.17 FEET,rHE WE5TI`9LY LINE OF SAID \IACATED PUPPY - e)MITH 03 EAST 20 NORTH EA`JT 101.71 FEET At-DST1 -IE CENTEteLIN1 =OF5ND VACATEDR>F'I y 21 NOfl -I O °27'i'5" EAST 117•&5 FEETTOTNi`SMITI -I ST E>=T/ ss tO-KH 5s 5aLJll--I iNTFEC1lON WITH THE EA-:5'fE#FCr EXTF-i-r10t--I OFTHF-THENCE CENTER UNE TH E FcI- LOWING FEET FEET, iJJT} aflZLY LINE OF LOT G, L%oc•K I L.AKE V IEWCOUz5E5ANDD15TAN :E5 -SOD I TiON 7 50UTH 72 ° I6Ob" FAST A4.IC0 FEET ADD a SOUTH 7`1 1 I'COI EAST 7,`10 FEET' - 19 22 THENCE NORTH 79 - 11100" WE5T 11, 12 FEET ALCIG 70THE NOrTHE'PF.;T CfOKNEK OF 9 Tl -IEi-CZ DEFARTIt SAID cENT>: IqE SaJfH 15 2 LOT G; E=AWE5T20.0X2 FEET TOTHE NOKI - H T CDI<,NF- OFSAID 23 TT- IENC.E NOK - 1 - 1 -1 7 1'00" WE 11-4.06 FEET ALONG bC NPAK -r OF THE GIVEN INSTITUr> =;SAID NOfe HEMLY LINe OF LOT& TO THE COMNETQZ, T`HE1 -ICE. ALONG bA0 ba)NDAP°rOFTHE GIVE1-I COMMON TO LOTS Co A1-4P 5 OF 5AI CSLIOCK I - INSTITUTE THE FOL.LaWING CC UR5E5 AND DISTANCE5.1 24 THENCE NOrqH 20 °21' 10" EAST ICp.00 FEET %' LDN6 Io SOUTH ov14'5t)"'W>=5T io?. -54 FFET,THE V/Eer' LINE -OF LOT TO THE IJORTHWEL II 50J H 18 °O5' 5°I" WE5T FAT 12 5WTH 09 32 - ' 30" EAST 51.93 FEET AND COIFNNEK OF L07.5 ON THE S LINE OF PL)r ' SM1TH 5TIZEET• 13 - 20TTH 23 13' I I" F -ST 53. 1.5 FEET TO 25 THENCE. NOIZ 7T 1 I'(0" WE5T 1 FEET TO THETHEEASTERLY EXTEN510N OF 5cx-)TH UNI= OF INTER3FLTlON WITH A LINE THAT 15 PAi?ALLEL WITHFfzANGlSSTIETI1 ,AN? TENT FES.T FROM TWO STONE GATE P03T5 0914THENCE5GtJ1H75 1 1 >AT 41.12 1=EET ALONG 26 THENCE NOTt -1 10'41 '00" EAST 40 .00 FEET ALONGSAIDEXTENSIONTOTHEINTEK':- WITH THE.SAID LIME^CK055 PUPPY- 15MITH STREET TOTHE WE'TF -KL`r UNiE OFTHE TI,UEMA NEIGHD0K+ -IC)0D NORTH LINE OF PUF'rr SMITH ST MEET - C,OMMEF.<, PROJECT;27 THEIJGE -'-- "H 7`1 I I'00" EAST 110. 26 FEET ALC N615THENCENOlI`H 43 ° O4' 1 1" WE5T Co. 25 FEET ALOt-,n SaJD NORTH LINE TOTHE 50JTHEA5T C1OKNF-f;, OFSAIDWE57`EK LINE TO THE INTER-.>EOf10N wiTH L.PLOTL4DL.< 4 .KEVIEW ADDITION -THE THF-ASTEKLY` LINE ECTENDED OF 51-00 -KS 1 28 THENCE tJCXOEzTI- -I 10 *49 EAST Ico.66 FEET ALONG AND 2, L.AKEVIE.W ADDITION;Ti-4E FAST LINE OF LOT TO THE -`Ofi I LINE OF LOT 7 • 16 THE1 ALCM SAID EXION 10KTH 81° 11 30"29 THENCE 50U1 - 7901 1'00" EAST 95.Ca1 FEET ALONGEAST1. F EET TO THE tCUTH CORNER, OF L,'raKEVI E\A/THE RUTH LI N E of L-OT5 7 AND I I TO THE iNTEM5EC-fADDITIOi -TION W ITH SAID WE5TEKL.Y DOUNDd\KY OF THE MTHEE ALONG 5AID -c0J EA5TEi;LY LINE T C)F -MAN NE.IGHl30z1 -1OOP COiIMEP.IAL FMOJEGT/EX ENDED OF 5LOGk5 I f'ND 2 THE FOLLOWIN&3o THENCE 1-IOTH 07 °5t)'20" WE5T 1'2(0.75 FEET ALbHG 95E5 AND D15TANCE5 -SID WESTEiz1.-Y LINE TO THE INTE1zSECTON WITH THE N0FQ1 IF-KLY LINE OF SLC CK5 3 /tN04, LAKEVIEW AC)DITION ' VICINiTY MAP aCALE - 1 ° =1000 3,T' -4EiU NOtTH 71° 1 1'00" WE5T 301.23 FEETTO Ti4F- ORIGINAL EASTERLY DOIJNpM!Y Of THE F K0rFKTr OF 1 57 UTN 29 07 CA ,ST 115. /-4& FEE T Ulv , ; sa 50.ffl --1 5700L0'C O" EA5T L .60 FEET 5s NTH O7 ° 00'00" EAST 40• ;O FEET so - 19 O `J ,J W551 (03.50 FEET 11' E5EE5HEEr3) ; ,- __;-%- ' ' 61 -LAJ I"H - GO WI T`' l / ! E51 11(a. 3 FEEL; g>~E 62 FELT, ZOUTH 77° 55'00" WEST 33.8`1 FEET gip go <, 1 T ? - rr , -r _ -_- 1f 64 'XTfH 17 ° 25'c0" EAST W-P-)4 FEET,O c \ , , J i I i 1 ; , T1 7-r-rFT 65 5CL)M .41 . 55'00" G_T 127.22 Fi=ET,1'1 t IN' \ \ <_ ' ' 66 `.•yJl)l l ' 1 - II 4 J 541 ) " YWr-445T 82-1-54 / FP G 19 t,\y _i i i i 1 I 1 I 67 All/T -ry .1' * 47 ' 12 T V7 -G'& F1?- hj-- I-r- F-l- -! qo I II18 ( ' it I;..' I I l i \ , > yyi>, -vy ;. ` 1 1 I, 1 I I i I i i i -- 1 ; i 68 I 05 Go 17 _ 1- LI.L_LLJ -L111 , 7 EAST /+00./45 1 - iLI 14 IS,16 _ \`\ -I ' ' ' i i i ' 1 I I I 69 .A.LJ I i 'y I ° <{ 1 (ICJ L/ \"JT y I • W ' Is I ,. +i -; -i -L ..j __.' r ' 7o OOUTH 34 °2 -5 EAST 78.60 f=EET 71 NTH 55 °J5'00" FT 3 1` i 72 UT /40° 3(0 EAST ,5 17 FEETI ' I ' 1 ; r ; 11 t 73 I O°1 ° 9-&'2 5" EAST 210.13 FEAT ANDI-L'a_t 1 I 1 1 74 E- TH 34055' 17" EAST 92. FEET TO T1-lf POI NT OF DEG INNING 60WAINING 2.5.5 ARE5 ±. 1 f Drafted 9.01.97 Recisions 5.311. co 5. 2-1-09 9 .15. 09 9 .30.0`1 q nsl, In anmrrs-ll -„ ,h a of Ar Titie FIRST. ADDENDUM'TO FEN CENTER t=Qm EN VI KONMENTAL 5TUDi E5 rL.ANNED AFEA FiNP L IpEVELOMOENT PLAN. CI TY 01' APF1-I . rr`)1 r)KArx-) Job No Cliwt A E S l-t GYM" WE5T.FEET r s2Jil -)50 2'GO' WE5T I9700 FEET 53 NTH 50° 04 Ct0" WE5T C6.70 FEET, 54fl -I 03 EAST 101.(03 FEET ss tO-KH 5s 5aLJll--I COam7/ ° - i5'C2D" EfST Io 1 1 C0" WE5T 121.Co 3.v5 FEET FEET, 1 57 UTN 29 07 CA ,ST 115. /-4& FEE T Ulv , ; sa 50.ffl --1 5700L0'C O" EA5T L .60 FEET 5s NTH O7 ° 00'00" EAST 40• ;O FEET so - 19 O `J ,J W551 (03.50 FEET 11' E5EE5HEEr3) ; ,- __;-%- ' ' 61 -LAJ I"H - GO WI T`' l / ! E51 11(a. 3 FEEL; g>~E 62 FELT, ZOUTH 77° 55'00" WEST 33.8`1 FEET gip go <, 1 T ? - rr , -r _ -_- 1f 64 'XTfH 17 ° 25'c0" EAST W-P-)4 FEET,O c \ , , J i I i 1 ; , T1 7-r-rFT 65 5CL)M .41 . 55'00" G_T 127.22 Fi=ET,1'1 t IN' \ \ <_ ' ' 66 `.•yJl)l l ' 1 - II 4 J 541 ) " YWr-445T 82-1-54 / FP G 19 t,\y _i i i i 1 I 1 I 67 All/T -ry .1' * 47 ' 12 T V7 -G'& F1?- hj-- I-r- F-l- -! qo I II18 ( ' it I;..' I I l i \ , > yyi>, -vy ;. ` 1 1 I, 1 I I i I i i i -- 1 ; i 68 I 05 Go 17 _ 1- LI.L_LLJ -L111 , 7 EAST /+00./45 1 - iLI 14 IS,16 _ \`\ -I ' ' ' i i i ' 1 I I I 69 .A.LJ I i 'y I ° <{ 1 (ICJ L/ \"JT y I • W ' Is I ,. +i -; -i -L ..j __.' r ' 7o OOUTH 34 °2 -5 EAST 78.60 f=EET 71 NTH 55 °J5'00" FT 3 1` i 72 UT /40° 3(0 EAST ,5 17 FEETI ' I ' 1 ; r ; 11 t 73 I O°1 ° 9-&'2 5" EAST 210.13 FEAT ANDI-L'a_t 1 I 1 1 74 E- TH 34055' 17" EAST 92. FEET TO T1-lf POI NT OF DEG INNING 60WAINING 2.5.5 ARE5 ±. 1 f Drafted 9.01.97 Recisions 5.311. co 5. 2-1-09 9 .15. 09 9 .30.0`1 q nsl, In anmrrs-ll -„ ,h a of Ar Titie FIRST. ADDENDUM'TO FEN CENTER t=Qm EN VI KONMENTAL 5TUDi E5 rL.ANNED AFEA FiNP L IpEVELOMOENT PLAN. CI TY 01' APF1-I . rr`)1 r)KArx-) Job No Cliwt A E S Exhibit E- ACES Application 251 OWNEWS CERTIFICATE KEPI KANSFOKD OF THE 0 bF DIREGTOPS f0t;;i.TF -1E ASPEN CENT]Er FOB. F- t-4V IiF,0NMENTAL 'C CAGI =S), ON PSI -AL1= OF ACEj - 1 - H>= OA/Nf=fZ OF THE K AL- Pr OrEf<TY DE ft P HIf ,517UATE IN TI-+E CITYDF ASrM CCINTY OF PITKIN, STATi: OF COLO",C, CONTAI N I fi , .5 1 Aofe . OK LEA PLUSAN A1)DITIONALTRACT,5H0WN AND DESCRIBED HF -PEON CONTA II- IING 1 1,037.8 5QUA1;E FEET (O.Z5 ACZE), MOfzE OKLESS, i- IEiE6Y AGBEES To TH15 ADrDENUDM TO THE ASPEN CE- -4TEi;;, FOi ENVIRONMENTAL STUQI E5 SPECIALLY PLANNED AREA FINA L. DEVEL.OMAENT PLAN KEC0KP D IN. PLAT 500K -------- AT FASE _______OF Ta-IF 9ELOI!F,DS Or PITKIN COUNTY, COLORADO A5 ASPEN CENTEK FOI=L, ENVIizONMEN -FAL 51L)0IEb KEN fANSFO D 11SI.pENT, C:OA.iD QF DIf2EGTC RS ATTEST- MIGI - IAEL SECfzE.TAi;:Y STATE OF COLON COL) - Y OF FIT.K11 -4 ME )=GREG -01i I y C.1= t•TI1=rATE WAI ACK1-40VVLI=OGED ffiF1 ME T1-415---- 20I I C? r KF RAt-bF0* KD. MY G011M1 IC l EX.P11E I( - fq=Zo (2______ WITIJE S MY HAND AND OFFrIN_ SEAL . OF CONGO C-0. TY OF PITKIN TI-4 E FOFZCl GEC? I FICATE WA5 AGKN_0WL'IED a>=: -CME METE -I YCP 1 !><Q--- - - - - - 201 1 CL_`r M ICHAEL FOX. MY COMM LI ON EXPIRES- __ O L ®51 mbl - - - - -- WITNE MY HAND / OFFICIAL.SEAL. KrUDIE SSPEKIALIX % % % i !i i % / r / / % i j i % . / % i % ' % i FI / / / / EL0 / / / LAN TH15 FIR5T ADDENDUM TO THE F11ALPLATOFTHEASMl --1 GE.NTEJe, FCC,. ENVIRONMENTAL STUDIES .SIALLY 17LANNEID Afz EA FINAL 0EVEL0f°MEN1 PL.At-4 W.P Aff 1 THE DIf;P,ECTOIz OFTHE07Y" OF ASPEN IDEPAIZTV1EJ--T OF GOWAUNITY 0EVf= L0PMENT TH 15 - - -- , Q_ - - -_ QA• f DING12'. THI5 .FIIT ADDENDUM TD T1-1E. FlNAI_ PLAT OF THE ASF N CENTF FOf FIVIPhIM1 =NTAL [UC >lE f'PL,l,gl_1..Y PLANNEID AEZF FINAL. DEVELO '1v1ffj-4T PLAN WAS AIf 5\CTHE.CITY ED- r-:,J1 1 OPTHrr C,i Y CoLCJ THiS __ DAY OFD+?__ - - - -_, 21 I JUGE E1z HIS FIF?_'5T ADDENDUM TO THE FILIAL 11-AT OF THE ^'EN CENTER r0K, ENVIRONI/IffJ-4T^L PLANNEI::> AAA FIWAL DEVF.I-OPMENT FLA1--J 1VA ACCEPT EP r FILING IN THIf OFFICE OF THE CL.Efij< AND 9ZC0iRpEi; OF PIT JH COUNTY CCoL T1-115 D/S.Y fi\I f =Lf tK AT JJJL / HALLAM_ LAKE,.. NARRATIVE & EXPLANATION OF LEGAL DESCRIPTIONS THE. FKOIEfZTY 15E LO -*IHIS TO THE ASPEN CENTER FOR E.NM90NI E_t-- TAL 5TUOI ES (ACES) V ACQUlf<r -D OVEf?-, A PE 100 OF SEVEizAL EA,Kb. THE LAfZGEST FLDfZT101--1 01 THE PKOPERT - r C0N515T'5 OF HAL -LAM LA4<E AND THE LAND I MMEDIATEL-Y SUiZROUN.DIT'G THE LAKE, TH15POKTICH15KE_FEJ!EOTO it--1 THE OVERALL LEC7AL DES IPTION AS "THIF ORIGINAL AGES C)OIJHDAIRY ". T1-415 HALLAM LAKE PROPEizZIY ", ALTHOUGH PRIN/1 OWt-4F D, W^5 USED DUKIH& A.5FEN'5 MINING YEAf25 FZDF- PUbLIG KECREATIOH AMID AS A COMMEPCIAL 500fRCE OF ICE' 5EFOfzE T1- IEALDVENT OF ELECTRIC f2EFIeIGERA, nON UNTIL ITvt/A5 5OL.D TO THE D. fe.C. 151`FjJ N FAM.I LY N-4D EVENTUALI -`Y TO W^L-TEiz AN D ELI ZA13ETH PAEF'C.KE It- l 195.4 ALONG WITH MC bT OFT'--AE LA1-I0 EASTE 0FAt -10 INIIAEDIATELY TO THE HALLAM LAKE. PROPERTY 7 LAt-,lp WA5 ORIGINALLY PUTTED A5 LAKEVI E.W A-0DITION _ VVH 15 NOvV PUPPY5M ITH STREET WAS OKIGINALLY PAfzT OF LA4<FVIEW ADDITIOfy AND WA5 CALLED bMfKv 0?,STKEET: A MAP OF ALL THE DEEDS AND OTHD;PR INSTfzU 11ENT5 6Y ME'AN5 OF WHICH f`CE5 ACQUIRED THE PROPEtzTY WOULD RESEMDLE A COMPLEX LJICcaAW R_)ZZLE.. T4- DE F FOKE, IN THE I`F EPAfZA- TION OF TH 15 AGES SPECIALLY PLANNED Af\EA FINAL .IDEVELOf MENT PLAN WE HAVE ENOEA- VO12EP TD izESOL/E ALL TH QUESTIONS T HAT' HAVE A1;PIt)EN OVEf' TIME AS TO THE EXISTENCE OF GAP OVEfZLAf"5 CONI='LICT5AND AM51GUITIES CONT, N NE.) I N THE 5Y W4-41CH THE LAND WA5 ACQUIRED AND AL50 TO IDENTIFY ON THE &KO()NO THE 5ET EVIDENCE OF ACTUAL OCCUPATION AND LYRE, UE.FOKE THE Ffi ErAfZAT10N Of T1 PLAT NO COHEfe,ENT MATHEMATIC DE OF THE ENTIRE PROPERTY HAD EXISTED. ON.E.F'UKP05E OF TH 15 PLAT 15 TO KEME.1>YTH IS L AC.K OF AN OV>RAL.L THE LEGAL DE ON ,5)HEET I THE ENTIiRC F;r f F_fzfY I METES NND 50L4-V5 FORTHF-PI1eTT11vIE . At-11a 7HE LEGAL LDE if'TIDN ON SHEET 3 Ei- ICOMPAL by METES AND 50Ui-I0S Al I OF THE AGES FROFE AND EA5TEFLY OF THE "OfFJelNAL AGES t tND/ Y" INW.DIIIG ALL LAND OWNED 5`rACE5 IN ITHIN AND ADJACEN T TO LAKEVIEW ADDITI . THE GTATION OF VAKI005 5EFA1zATE. PAt;GELS ON ' 1!DHEET 5 IS P900 OED SOLELY FoIRTHE R_)fZP0bE OF- GLAf2l FYI NG THE PRDVENANCF- O l - ITLETOTHE_ PARCELS A5THE`( vv/Et,E ACQUIfF_D OVERTIME, ALL THE P/AizCEL5 DE 13ED ON C -FT 3 LIE WITHIN THE COIVIP<DDITE OVE-f?ALL DESGW"T10N ON EtHEET It AND NOTHIHG7 HEiK0N.51-10ULD 15E CONSiRUE) CO IMPL`CTHATTHE POt;<nON OF THE AGES PROPERTY DEPIGTIfp ON C- 1EET 3 I5 SEF^9ATE FKOM 7HF_ OVUJ LL. PR••Ot'ERTYA SHOWN AND DES0RI13fD ON Sf- -IFFY I . 5U135QUENT TO TH E APPROVAL AND ACCEPT FOR fERDI OFTHE FINAL PLAT OFT} -IE ASPEN CENTER FOB ENVI90NMffNTALSTUDIE5YECIALLY PLANNED A.iZEA FINAL DEVELOPMENT ULAN IT WA5 0 15COVERED THAT ATKAGT OF LAND OWI f5 ACES HAD 13EE.N IN/NDVEFZTENTLYOMITTED FfOM T4--]F- PROPERTY' OE5c;fzIPTION,THEJZEf —r NECESSITATING THE. FEPARATION OF THI'ED ADDENDUM PLAT. THE OMITTED TTACT WR5 DEEDf =p TO /AGES ON OGT0f3EK I I, 1999 6Y THE WALTER F PAEFC'E LI FE IN5UF; - cE TIZC,IST 13Y A 1DAFI &AIN AND 5,4LE DEED IZECOf DED OCT05EF:, 19 1999 At RECEPTION N0.43Co774 ACID 15 SHOWN AND DESC1RIt3E0 ON SHEET I OFTH15 ADIDEJ-IIDUM PLAT. THE ACES P90FEfZT('A5 DEPICTED ON SHEET 1 15 A 51 NGLE Tf;? ACT OF LA -4D 5UWFCj TO THE ZONNG A5 SET FOgzTH IN OKDNANcE, SEJZIE5 OF 1011 - 71 AND A5 5UC.H CAl-JNOT 15E. I NCeEMEN`rALLY WLC) WITi -TOUT 5U(3DIVI510N• A U5TOFALLTHE DE-EQ5 AND OT HEi%?- IH5TR- MERITS I;Y vV•f -1CH AGES ACUIf2F0 TI TLE To ITS PfzOPE TY WO -k D, NO DCOUC)T CONST17UT'E A 5UFF1GfENT LEGAL DE f P1lCN FOR, PL)KPCY0E5 OF 7._JNPNG THE pR0PEfRT1 13UT I r WOUI. D t)HEP L1TI F UGI-11 ONTHEP05MLIlAND51ZEOFTHEI`K0PEJ; IT EXi575 TOD/4Y ON THE GUND• A CAREFUL KEDING OF THE LE0/°c'L DEF:;)CKIPTIOH ON SHEET I WILL fcvEAL THAT I T TIAC<5 EXp TLY WIrH THE LEGAL OED PT101' ON SHEET 3 StxH THAT IT ENTIRELY INCLUDES THE 1.5(o7 / CME InON of THE PR0FEizTY OEPIGTED ON t`-1EET 3• NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. Alpine Surveys, Inc. Post Office Box 1730 Aspen, Colorado 81612 970 925 2688 Draftedd 3.o/i.CO Revisions CD.03 5.21.0`1 1.5.0 10 1/1 /'Q r-o ocir II n. .2i, ..r.. II rtle FIRST ADDENDUM TO Job No 66 - I Col , 3 Client A.C. E.S. Sf PL.ANNE:p / d;E! E' FINAL nF'VF_I (')FMf =fJT I:71 AEI Exhibit E- ACES Application 252 TEtEOYNE N 7 (oa'SN or e$i 39To= FIR: T ADDENDUM TO ASPEN CENTER FOR IJTi . Nlti!IENTAL STUDIES SPECIALLY PLANNED AREA _FINAL DEVELOPMENT PLAN r :• 100 \\ FOUND °REEz4R CAP 1 7g. ,. •',190. / ` • 1 '"1 , ,- / / S BYO / 0?y. ' r.. :.,, l - , Jcsi1 7.90 '. •. . ± , • g• ..,,,` ....._. r..,t ti, / ~ 5 u D., W D., 15" ) •••• •.. ^- / l p O C. / OFt(, Ly •;l:' ¢ > ...........:....... ) S s ;y cry i O , "- s.,noemt <; • /r/iCq .... .... r mat. ( / s t' ' - , O ...... ...... , Nt ,N t f', tl ' .• T Y pR E coo // - ..... ............................... _......,......... E1FQIG L PANEL O .: ...: N/VC c 4. /V £.... ®sa PO F .. _Grey /V4:1 F .... pf17 H 8 q.°'11100 "FZ .. !oi3 ei L .' 1 •. l y :f ,, o 6.oPOINTOF1 / / a3 r::..f / ^\,..... SOF, _ l.. /! 20 \n 11 iREE5 CALL Corl L3EGINNtNG,' C, 79 t. r .r „ 997 l l '"' S7yTA5LEOFT ° / , Ew ....ONMW LNLE55 ONMZW15E 1oMp) RF_5AK C4ft , /•^ ®, I c / V U Z t. 12 "R L. r Z1 / ®roa. I ' , obi 2. S3D, i ® l / ' + E . - ` 0. ROUND ALET IN G_ 3 i2 .•, ...- 6l.yT•' , `) - -- rr,'.':5"j•7/ . I >a" LUM. CAP 5 . 4. 2 -8 "O 4a. 8" D. , 1 ( ^ ti ®°g. pcc 0s7. 4ir,-- 5. G" D. o •ro. ,• - /. c J' o f;•` do, \ ,{ 6. S „D. % $ w `_ o r (_' ¢ J5T.REPa4R? P o.y2L „` /. Sv /7' 7 5 n _ L 1 ' • r 0do L.S. 91 <w.c• 2! 8 n12Q1, b ' ( ®G8. ` / a o. SAL- 0 56. e / .... 0 T5 L.Er 5>=T L .O. ` 184 t. 250 R 1 _ l -' / Zhi %"•1t- -,':: 52. a 3/ : '7 i th ( . vta Z 4 / of s aa. 12" D. i, o \ / 4 ` 0 J 1 / S N1) PEDEJTRIAH ro/.Z /'• 4 '` S , zsz Oti _ / s Paz / / ; EASEMENT yy 8 t ®az. 1 ` 1 •Q ` 2` `' G I VET-4 1`1. 2 -to °p INSTITUTE /h 2t• 6" D. l ? \ 7y4T. R w/ 044. 22. 3. V' D / z z / 03® \ 4Tips2 !o' D. / !o R/1GE6tYy ( Y I ' 041. 4t. f /• v rr 1? 1 042. / /o2•b t 0 Q c D FOUND'fMW%R?CAP L.3. 9018 ° / ;, / I / 0 ° SWIrC H STATION 2O 57 TLE. PE 12 lo" D S" D PIN / / By J qFT 3 / • / 35 IS" E 0D 9TOR'Y ` 43 a QP /Vv7 E i ° so 3t 1b" p. ! f3Ul LDPF G vl li \ m /);' • / Ch r! , /F'VRPOETREEI- (OUSE" ONE STORY / '' / I !' 20 Fl WIDE 46 10 " l z. ,lam S 7 TtzAiL Erf ; 5TATEMENT40. 10" D., IG•" D. 1 1L (SEE 51- IFT/1JT(..>;CJJ '? P ' ;' • I. ': W 11 ' „ f . ; _ XJILIDItG t5 \. DNS. l t4.o6 , E 133 18 l SEf ZE s CAS 42. 6" D. 4t• 24,t a. ! ° FflR ELEVATIONS) N h / r - 8 o ° uT12AWDAL.l: 1-1X7 E" L.S. 9'18 THE PUi f-,FaSE OF 43, 15" D. ; r°^ CP51 CSEE SHEI =T 5 51 IFFY 3 I5 FOi 44. . D. 8 °. FoRELEVATIONS) ,6 / / l.t R,)FFO5E53FCL.Aiz 46. to" n. ' z TOTAL Af` '. 1 ' . i4 TO 5f-{C /AT A L,iGER 7. D. l 4i l!1 I :E <, , k !. I SCALE TI Ir&AN THAT ci 4e. 141 / , ' I, g(n7 E5 / ; 12 A ti `' / 110 , o 5H EET' I THE POR710H D., I4" V., 24 "D OF THE ACES Ftr // ! / ZTY 5f. 12" D. ! l: i tl 5ITJATED IN THE f O HwntT ` / ! AFFOrDAC)L THE.J2JTOWN6 tom- 1060 7, /cia3. ofe HOUSE T EW. 8 D. 53. 8" D. / 2 TOWN 64P 10 XJlI 1 RAi E " 074. IV 54. P. 64 WEST, GTH F14, zb• l : 3 3 5 30 \ %/ I CITYOFASFEN PITiIN /:' `5T01;W JEWE{A1IDTWX1L.. 57. 18" ri c D. lrr coLOrtAco. 4 :.....,. / !'7) EASKrAU -175 ANOTNE PAf:PKINC EPA. 18' D. /• Ale EA fif-ID FiNALLYTO IDENTIFY THE. V PAiZGELS P.EMiLED Col. 16 ,10. ROUND it i2 s`CAP n n X11 OVEKTIMry E A1-I0 CON5OLIATED TO1D z. 24 D. L .S. fo18 k NOTE % DP FORM `FH I°b PCOPMON OF THE M0PEf;U - 5TORM SEWS , EASEMEI -IT5 64. A " D. \ / ra, a "n. \` ' ` -` STAGNlTE AKESHOYA/N PER FIELDSURVEY eta \ & A5 -DEPICTED I H THE c)TORM /3 IoND f o LEGAL. PESCKI PTION (coN- TiNU EDz12 "D., W' : 4or,.WATER EASMENT / 1 t'o _4s IS °D. \o \ j Z l S P:GRtHE,MEN_M FKQVIDED TO X 6a. 24° D. THE.SUfRVEYOR 6Y ES. 72. 121 D. - \` \: , // A FA•RCEL OF LAt-ID COHTICJar::TO FAf I ON n „ / - I TS EA5TE91_Y X)NnP Y PEEING A `Tiz1 F OF L 7 3' , 2 -14 D:, 2 -ta >7 \ w 6 `L far { - \ , . / o X 9 ;f'DXIMAT - i , , 7wENiY F _ET IN. mf71 15. 3& D . r l _ >' C` " , v) WE51 EPL\r OF AH EXITINO CHAIN LINK FENCI= LYING x 2-511 \ \\ - Z- i, i " -20 / 1 02* `'"' ` 0 0 BETWEEN PAIzGEL I ! 77• 5 "D• ioUNn =REDAFi \ \ \\ $ >! (/ f m 22 0 / o o ^ A COtVIMF CIAL PPJ> =CT IfDT4 -IE TIUEMAN 1IEI6HgC HGD 78. 'to " D. L .5. `f01 ,` / o2u / 2 tl Qom'So: 26 o PARCEL IV ' C \ to M y . f' e °. / T`{S u f / / ti 92. it D. 9T d \ r e7'e g ujl `" ! ry FAiZT OF THE V/<ATED P0f;7ION OF f?JPPY5111TH 5 EET(F MEALY ORDINANCE NUM 83' 42 / SMLJGGLEFR STiEE-F l >'.KEVIC.W ADDITION Y /ATED E! (r CITY OF ADF;r_f -I CEiz I3 SEizIE OF 199 OL)KVErofz t) CE+z.T' F1CATM _ 41 QWUI \ ®q. ~ / I, `^VlE5 F fRESEIZ, a-f tE13`t'GEizT1FY TH^I ON IC1YG/I i MAPE A FIELp 5i JRVEY OF THE tf'UrE'i<rY fH" Ath1D DE 6ED H EIL)N . THE. W(X)D FieR fl E 11 P1zOFE H E T k-I E_ 9ET° REAR j PLt\5. CAP s \ } io. n' L.S. 91t34 / ' u \` y N 85oo9„yn5lU O [IWYD OES - fYWG7L C •w MME f -KXYE WEizE FOUND TO PEE LUCITF ENTIEL`r WITHIN690T: R V/ ET: t 0,\<- a uNK 8h.3 8g. q!o L.S. 91 t3THEa)NDAY LINES OF THE Alm /E EDIPD Pi?O!°EI<f`r' T THE L.LXATION ^H0 DIMF 1510N5 OF ALL PUILDINC gig "! IDYANDALLENCf ! 4i.1 s3 °p IMPCzOVEM!1IT5, EASE}IENT Al-417 PIGf CfSOFWAY IN EVIDENCE. P, iGIoMI TO ME. U'f-f EI-4lS' CP ON THE5E2NOfPREW15E5Aiz.E /ACCUfZATELY SHOWN. O l0 20 /O CLO (50 10.7 TH15 I flP 'O /E.ME/ -IT SUfVE`r, IF DEF-X)ITEP 1 v WITH THE PIT1<IN COUNTY GL -iRK 1ZECDEIZ F , C / SEFA"7F_LY FROM THE/ L1N CENTEIe FOIE ALPINE °a VEC, INC. 13Y_____________ ____________________________ -__ SCALE -- _ 1 -20 / Sf', y F-,IVI1: -Z0W I5HTAL f)TUDIE5 51`E0ALLY PLANNED F- D/&5F_) OF DEAfl1-1G : i E E T i ArNEA FINA\fi _ QEV 10FWIENT f'I.Atj 15 TO 15E DINTRE' `f 1 tV4 FCXJNL7 M01- 4UMENT,-:) AS SHOWN• / i COI-4)IDE tzED A5 PAK OFTH15 SAME rZX-U WENT IN FL)LF1 LLMENT OF THE CONDI TIOh OF I \ / FK0VAL CONTAINED IN ASPEN G TY COU L OIZDi NAN: E N0. Co, 19 9 NOTICE: According to Colorado law you must commence any legal action based Alpine Surveys, Inc 7°" •3 V. L. R@Vi$1o1•ls t t • 10 • ° 13 i .I • `17 upon any defect in this survey within three years after you first discover such defect. Drafted in no event may any action based upon any defect in this survey be commenced As n,, fO I CO' 15morethantenyearsfrom the date of the certification shown hereon. post Office BOX 1730 5. Aspen, Colorado 81611 13 cI 1 51 0 970 925 2688 5•Q7 9G PROFE! - Z NCxE PARCEL. i5.31.c Co. 19. g7 AdDITIONAL OrUr ELEVATIONS 15.21,09 1_ MA V nM PT I DN I,TF -ACT OF LA1- 51TLATF -0 IN THE CIS OFASFEN, CCUNIY OF PIT<IN STAT, 0 'COi rb, .BEING MORE FULLY C)fieI DE (D A5 FOLLOWS ° C3EGINIIINC ATTHE LOT I, DLO X2_L.A<EV F_W ADDITION AcC'ORDIN- &70THE PLAT l Hb ffoF •ED IN PLAT Door 2 AT f 13, WHENCE THE QUAfeTEfzC0i COMMON TO 5EGTICI- 7 AND 12_ TOWNC+ -IIF IO__UTH iAN6E5 5 AND feE WEST OFTHE SIXTH PMIN: rAL MEz.IiDIAN, F I T•KI N O, COLOMACO, CFi HOMTH IA l 51 " WEST' 772.54 1=EET- THF -HCE N - ITH 15 22" FAT 20.0.'.n PE.ET TO THE CENTERLINE OF THE _VACATED f OKTKDN OF FUFF"r 5M I TH STizEET (Of"L71N41 E NO. 13, 5EIF,1 E5 OF 1997) - T+ aEI 1 T I-1 79 WIftrT 7°10 FEAT ALO- 3AID GENTE•iZL,iNE THENCE NOikTH 72 IV0V WEST -44.1& FEET ALONG SID CENTEfzLINr_ • TH1 =1E PEPAi;? 5ND CENTN;?,LW E 1l - FH 02GO'CO" WET 10.555 FEET TO tE NORTHWEST CC?(eNM OF SAID VACATED roRTiON O= FUPI°Y 5M ITH E.T - THr{ -CE )TH 74° 1D'(DO" EAST 39.70 f=EET ALONG THE NORT1 -ID LY LINE OF SIP VOTED FORTICON OF FUPi°Y5tIITH STREET TO THE 04YJTHWE5T CORNF-KOF 13LC3CK 3 LAiKEV1EWA0DITI0N - THEI -IG1_ - 71 I'GO" EASE I`f0.12 FI=ET ALONG b.ID fIzTT- 1EieLY LINE TCJ HIff NOKIHEEAt5T CO NEtz OF5 \/f f0fZT ON OF PUPPY Siv11TH f5T9z - THEt-ICE ALONG THE EASTERLY 1XUW PAPPYOF 5AID V, POIP-TtON CF PUPf 1'SMITH STREET 5OLTH 10 WEST i0.00 FEET TO THE SCxJT1-I EAST VACATED P01zTION OF RJPPY 5M ITH SET• THEME Ill-I 7 1 c O` EAST 19.21 FEET ALONG THE S EiF LY LINE OF PUPPY fAITH TO THE NORTHWEST COIZNf , O>^ LOT 5,, LSLCx}C I LA•KEVIEW ADDITIONTHF_ -ICE. SOUTH 20 21' 30" W65T 160 (Do FEET ALOI THE WEC -Y L.I1 -IE_OF LOT 5 TOTHE IfiHWE5T CCFNE)z OF LOT 5' TH ENGE 7`1 ° I I'00 " >=!°.5T 133. f 8 1=MI =7 ALONG THE SCXJ ff-iF .LJNE5 OF LOT'S 2, 3, 1f , AN1D 5 OF V>Lo K 2 LA < Fz: VI - ADDITIO_•N AND ALONG THE j= XTENSfON - rHMEOP TO THE INTEfR WITH THE \/?/E xUNDA•fe`f OFTHETIeC)EMAN NEIGHI i-kXp COIVIME- rAAL PfJ1 =GTj THENCE UT1 N X10 ° 27' i3" VEgT 117. FEET ALONG SAID WESTERLY PNbAY; THM-4CI= 50 JTH 1-+T 4(v' 12' VJE5T 101.79 FEET ALONG 5AID WEtTE•RLY IXXIDdZ`(; THENCE 5 11 f I E5 °09' 15" V 20.17 FEET ALONG SAID WESTERLY EtOJNDAIZY TOTHE WITH T+-IE LOUTHEASTEi 50JNDAR`( Cf PnI CX I, LAiKEVIEW AL)0I CN -TH E: N<E 50UTN 40° 5V C0" WE5T 715 f ALOr 5AI D 5aTT1--I EASTERLY !! X. PAF Y TO THE a0fiH F_ t)T COfEft OF C'L.CZZK I • , THENCE aWRT-1 51 19' 30" WE5T 'B/t•30 FEET ALONG THE =0_7THERLY 52)N_ I2AI;,'YOF 16LGGK I ANDAL.ONGTI -IE SOUTHERLY IaJNDARY OF MO K2 LAKEVIF_VV ADDITIOI-I TO THE CJf f- IERNMT co"ff:iZOF5/•I .5 6GK 2 THENCE _ -I 91°1`1 WEST I.Cdo FEET ALOIhGTHE EXTEI ION OF 5 10 SaJT}-IERLY Ea.)NDAKz r TO THE INTEF WITH THE WE_'D7 ERL f50JN0AdzY OF ff) J Q 71?[ JEMAN NEICHDOF -Mr_) COVIMEfr -JAL Pf?0iEGT• THEE -CE .tO TTH if 03411 1 "EAST Co.28 FEET ALONG SID W15 EOUNPAf.i TO THE EA FXT1 =N510N OF THE -I LI1---IE OF FRAIICIS 5TieEET- THE1-rE 1 DF" LI5 °01' 1 I WE5T l-i 1.12 FFE ALONG SAID. EXTENSION - 10 THE EOUTHE .- 'TE+;LY O4K'NEM OF T1-4E (3OJNDAf Y OFHET GIVE 1 1N-e I1 U ( THE •REGENTS OF THE UNIVEtiTY OF THENCE fiH SAID EOJNDAi;\( THE FOLLOWING COUfF AND DIST.NCES NOteTH 23013' I I " WEST O'er• 1 FEET i - M714 o ° 32'3d" wEST 51. 3 I=FFY' NOFTH CYa lt' 5f) EAST 10?7. - 354 FEE TO THE POINT OF BEGINNING. THr_ AI: PgOPI jpTY or THE FOL 10WIi`-1G PAizGELS PARCEL I (PAiz.TOF LA•KEYIE.WADDITION L.OT'5i Co, 7, e; `1 10 1 1 AND 12 DL.CZA< I;L.OT5 1 / ' 4 5, &, 7r ni Cl 10, 11 A1--ID 12 DLOZ K 2 jTHATPORTIONOFLSEAVENUE. LYING EL_Y OF 5M_6GLE'K STizEF-T •N0/V PUFFY S5VITH STREET )/ AS AND TO THE EXTENT VACATED 13Y CITY OF h5FF_N C M04- ANCE NUMbEK 5, 5E-fP.1E'5 OF 19 3, AND 83 r PI TKIN COUNTY E R OF cOUNTY COMM15510NEf' ' KEOLURDN tr0fzzDED JUNE 21 IN 1 f)0 AT P/aGE 37v PAI.EL I I A PAiEE'CEL OF LAND C0NTIG)5.T0 PAI.EL• I ON I75 vt/-TEgJY DAf< BEING THAT POt<1101-4 OF 1 - /Ar_5?rIfN STizEETLYI1- t T - fEzLY OF iIALLAM ST,EEj TD THE t IOfz7NE-iLY GTY UMITc OF THE C11Y OrA5rEN LIN 19 53] AND LYING WESTERLY OF DLL{C 2 L AKEVIEW APOITION A5 AND TO THE EXTENT VATED 15Y CITY OF ASPEN 0901t-E NUM135z 3/ SEKIt: OF 1953; ANDDYPI74<IH GOUt OOA OF COUNTY COMM fSOLU FION 9EC0F -0EQ JUNE 2-4 1955 11 IUD AT PAGE 37(o EXCE FTII THIfiFEFiF0M 4TA Y fbi< ION OF SAio vAcATEp5T1EET• CONVEI -E?TO THE 1e5GEN OF T4--IF- ONIVEt SITY OF COl -Or,"C F;,y DEEID ' Dl I1 t 256 AT F 877• reti FIRST ADDENDENDUM .TO Job f4o A5PEN Client A. C•E.!E:). 16PECIALLY 'PL AL4HED A1REA 'FINAL DEVELOPMENT' PLAN EXISTING N1ITIONS OFf--t Ah, ... i. -_.-•- . 1n_.• ..- _. . w rl w fir. Exhibit E- ACES Application 253 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-005X EXISTING SITE PLAN 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies SITE PLAN LEGEND EXISTING CONIFEROUS TREE TO BE REMOVED EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN NEW DECIDUOUS TREE NEW CONIFEROUS TREE NEW ASPHALT/PAVEMENT EXTERIOR DECK BODY OF WATER NEW UNPAVED ROAD/WALKING PATH WATER LINE TELEPHONE LINE ELECTRIC LINE CABLE TV LINE CHAIN LINK FENCE WOOD FENCE EXISTING UNPAVED ROAD/WALKING PATH EXISTING ASPHALT/PAVEMENT EXISTING TO REMAIN EXISTING 1' CONTOUR PROPOSED 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 5' CONTOUR TOPOGRAPHY LEGEND 7842' FLOOD ZONE BOUNDARY TOP OF BANK PRO P E R T Y L I N E PROPERTY L I N E PROPERTY LINEPROPERTY L I N E PROPERTY LINEPR O P E R T Y L I N EPROPERTY LINEDIRECTORS HOUSE BIRD OF PREY POLE BARN PROF E S S O R S HOUS E TREE HOUSE STRA W B A L E HOU S E SHED EXISTING DIRT PARKING LOT STREAM MARGIN REVIEW BOUNDARY 15' WIDE STORM SEWER EASEMENT15' WIDE STORM SEWER EASEMENT BURIED CONCRETE TREATMENT TANKSBURIED CONCRETE TREATMENT TANKS PUPPY SMITH ST PROPERTY LINEOBSERVATION DECK OWNER CITY OF ASPEN OWNER CITY OF ASPEN OWNER CITY OF ASPEN 15' WIDE TRAIL AND UTILITY EASEMENTLEGAL ADDRESS: 100 PUPPY SMITH ST PARCEL ID: 273-707-300-801 RO A R I N G F O R K RIV E R 7839' 20 22 24 VISITORS CENTER EASEMENT FOR PRETREATMENT SEDIMENTATION BASIN 24 VISITORS CENTER SCOPE OF WORK AREA BIRD OF PREY SCOPE OF WORK AREA ENTRANCE SCOPE OF WORK AREA JENNY ADAIR WETLANDS POND 783 1 ' 78 3 2 ' 783 2 ' 783 3 ' 7834 ' 7835 ' 78 3 6 '7835'7836'7836'7837'7837'7838'7838'7839'7840'7840'7839'7838'7837'7840'7841'7841'7841' 78 4 2 ' 7842'7843' 7843' 7843' 78 4 2 ' 7843'7844'7 8 4 5 ' 7845' 7844'7844'7846'7847'7848'7849' 7850' 7 8 4 6 ' 78 4 7 ' 7848' 7849'7850'7850'7851 ' 7842' 7841' 7841'7843'7844'7845'7846'7847'7848'7849'7850'78 5 5 ' 7851'785 2 '78 5 3 ' 78 5 4 '7851'7 8 5 2 ' 7852' 7 8 5 1 '7850'7849'7848'7850'7847'7846'7845'7844'7843'7849'7848'7847'7846'7846' 7847' 7848'7849'7850'7851' 7852' 7853' 7853' 7853'7854'7855'7856'7857'7857'7857'7 8 5 8 ' 785 8 ' 7 8 5 9 ' 78 6 0 ' 78 6 1 ' 78 6 2 '7863'7864'7859'7860'7861 '7859'7857'7858'7 8 4 5 '7845'78 4 1 '7840'7839'7838'7837' 78 3 6 ' 78 3 5 ' 7 8 3 5 ' 7 8 3 5 ' 7842' 7850'7850'7844' HALLAM LAKE POND EXISTING SLOPED SHINGLE ROOF EXISTING FLAT ROOF (TPO + GRAVEL) EXISTING METAL ROOF ROOF LEGEND TO BE DEMOLISHED NEW SLOPED SHINGLE ROOF EXISTING METAL ROOF N 0 20'40'80'SCALE: 1" = 40'1 EXISTING SITE PLAN AT ROOF Exhibit E- ACES Application 254 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-006X ENLARGED EXISTING SITE PLAN - VC 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies SITE PLAN LEGEND EXISTING CONIFEROUS TREE TO BE REMOVED EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN NEW DECIDUOUS TREE NEW CONIFEROUS TREE NEW ASPHALT/PAVEMENT EXTERIOR DECK BODY OF WATER NEW UNPAVED ROAD/WALKING PATH WATER LINE TELEPHONE LINE ELECTRIC LINE CABLE TV LINE CHAIN LINK FENCE WOOD FENCE EXISTING UNPAVED ROAD/WALKING PATH EXISTING ASPHALT/PAVEMENT EXISTING TO REMAIN EXISTING 1' CONTOUR PROPOSED 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 5' CONTOUR TOPOGRAPHY LEGEND 7842' DIRECTORS HOUSE VISITORS CENTER PULL BARN SHED PROPERTY L I N EPROPERTY LINESTREAM MARGIN REVIEW BOUNDARY 7839'7835'7836'7837'7838'7839'7840'7840'7839'7838'7837'7840'7841'7841'7841' 78 4 2 ' 7842'7843' 7843' 7843' 78 4 2 '7844'7 8 4 5 '7844'7841' 7 8 4 5 '7845'78 4 1 '7840'7839'7838'7837' 78 3 6 ' 78 3 5 ' 7844' POND POND EXISTING SLOPED SHINGLE ROOF EXISTING FLAT ROOF (TPO + GRAVEL) EXISTING METAL ROOF ROOF LEGEND TO BE DEMOLISHED NEW SLOPED SHINGLE ROOF EXISTING METAL ROOF 0 5'10'20'SCALE: 1" = 10'2 ENLARGED EXISTING VISITORS CENTER SITE PLAN SCALE: 1" =100'1 KEY SITE PLAN Exhibit E- ACES Application 255 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-007X ENLARGED EXISTING SITE PLAN - BOP 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies SITE PLAN LEGEND EXISTING CONIFEROUS TREE TO BE REMOVED EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN NEW DECIDUOUS TREE NEW CONIFEROUS TREE NEW ASPHALT/PAVEMENT EXTERIOR DECK BODY OF WATER NEW UNPAVED ROAD/WALKING PATH WATER LINE TELEPHONE LINE ELECTRIC LINE CABLE TV LINE CHAIN LINK FENCE WOOD FENCE EXISTING UNPAVED ROAD/WALKING PATH EXISTING ASPHALT/PAVEMENT EXISTING TO REMAIN EXISTING 1' CONTOUR PROPOSED 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 5' CONTOUR TOPOGRAPHY LEGEND 7842'21'-0"DIRECTORS HOUSE BIRD OF PREY SHED PRO P E R T Y L I N E PROPERTY L I N EPROPERTY LINEFLOOD ZONE BOUNDARY TOP OF BANK STREAM MARGIN REVIEW BOUNDARY ROARIN G F O R K RIVER 7839' 9 783 1 ' 78 3 2 ' 783 2 ' 783 3 ' 7834 ' 7835 ' 78 3 6 '7835'7836'7836'7837'7837'7838'7838'7839'7840'7840'7839'7838'7837'7840'7841'7841'7841' 7 8 3 5 ' 7 8 3 5 ' POND EXISTING SLOPED SHINGLE ROOF EXISTING FLAT ROOF (TPO + GRAVEL) EXISTING METAL ROOF ROOF LEGEND TO BE DEMOLISHED NEW SLOPED SHINGLE ROOF EXISTING METAL ROOF 0 5'10'20'SCALE: 1" = 10'2 ENLARGED EXISTING BIRD OF PREY SITE PLAN SCALE: 1" =100'1 KEY SITE PLAN Exhibit E- ACES Application 256 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-008X ENLARGED EXISTING SITE PLAN - ENTRANCE 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies 15' WIDE STORM SEWER EASEMENT 15' WIDE STORM SEWER EASEMENT15' WIDE STORM SEWER EASEMENT PROPERTY LINEPROPERTY L I N E PROPERTY LINEPUPPY SMITH STPROPERTY LINEOWNER CITY OF ASPEN OWNER CITY OF ASPEN LEGAL ADDRESS: 100 PUPPY SMITH ST PARCEL ID: 273-707-300-801 20 22 24 15' WIDE STORM SEWER EASEMENT JENNY ADAIR WETLANDS PROPOSED TURNAROUND OUTLINEPROPOSED TURNAROUND OUTLINEPROPOSED TURNAROUND OUTLINE 7845' 7846' 7847' 7848' 7849' 7850' 785 1 ' 7852'7850'7849'7848'7847'7846'7846' 7847' 7848' 7849' 7850' 7851' 7852' 7853' 7853' 7853'7854'7855'7856'7857'7850'7850'SITE PLAN LEGEND EXISTING CONIFEROUS TREE TO BE REMOVED EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN NEW DECIDUOUS TREE NEW CONIFEROUS TREE NEW ASPHALT/PAVEMENT EXTERIOR DECK BODY OF WATER NEW UNPAVED ROAD/WALKING PATH WATER LINE TELEPHONE LINE ELECTRIC LINE CABLE TV LINE CHAIN LINK FENCE WOOD FENCE EXISTING UNPAVED ROAD/WALKING PATH EXISTING ASPHALT/PAVEMENT EXISTING TO REMAIN EXISTING 1' CONTOUR PROPOSED 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 5' CONTOUR TOPOGRAPHY LEGEND 0 5'10'20'SCALE: 1" = 10'2 ENLARGED EXISTING ENTRANCE SITE PLAN SCALE: 1" =100'1 KEY SITE PLAN Exhibit E- ACES Application 257 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-010 PROPOSED SITE PLAN 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies SITE PLAN LEGEND EXISTING CONIFEROUS TREE TO BE REMOVED EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN NEW DECIDUOUS TREE NEW CONIFEROUS TREE NEW ASPHALT/PAVEMENT EXTERIOR DECK BODY OF WATER NEW UNPAVED ROAD/WALKING PATH WATER LINE TELEPHONE LINE ELECTRIC LINE CABLE TV LINE CHAIN LINK FENCE WOOD FENCE EXISTING UNPAVED ROAD/WALKING PATH EXISTING ASPHALT/PAVEMENT EXISTING TO REMAIN EXISTING 1' CONTOUR PROPOSED 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 5' CONTOUR TOPOGRAPHY LEGEND 7842' FLOOD ZONE BOUNDARY TOP OF BANK PRO P E R T Y L I N E PROPERTY L I N E PROPERTY LINEPROPERTY L I N E PROPERTY LINEPR O P E R T Y L I N EPROPERTY LINEDIRECTORS HOUSE BIRD OF PREY POLE BARN PROF E S S O R S HOUS E TREE HOUSE STRA W B A L E HOU S E SHED EXISTING DIRT PARKING LOT STREAM MARGIN REVIEW BOUNDARY 15' WIDE STORM SEWER EASEMENT15' WIDE STORM SEWER EASEMENT BURIED CONCRETE TREATMENT TANKSBURIED CONCRETE TREATMENT TANKS PUPPY SMITH ST PROPERTY LINEOBSERVATION DECK OWNER CITY OF ASPEN OWNER CITY OF ASPEN OWNER CITY OF ASPEN 15' WIDE TRAIL AND UTILITY EASEMENTLEGAL ADDRESS: 100 PUPPY SMITH ST PARCEL ID: 273-707-300-801 RO A R I N G F O R K RIV E R 7839' VISITORS CENTER EASEMENT FOR PRETREATMENT SEDIMENTATION BASIN 20 23 24PROPOSED VISITOR DROPOFF AND TURNAROUND VISITORS CENTER SCOPE OF WORK AREA BIRD OF PREY SCOPE OF WORK AREA ENTRANCE SCOPE OF WORK AREA JENNY ADAIR WETLANDS DRIVEWAY TO BE WIDENED TO 16' MIN FOR FIRE DEPARTMENT ACCESS DRIVEWAY TO HAVE 16' MIN CLEARANCE FOR FIRE DEPARTMENT ACCESS POND 783 1 ' 78 3 2 ' 783 2 ' 783 3 ' 7834 ' 7835 ' 78 3 6 '7835'7836'7836'7837'7837'7838'7838'7839'7840'7840'7839'7838'7837'7840'7841'7841'7841' 78 4 2 ' 7842'7843' 7843' 7843' 78 4 2 ' 7843'7844'7 8 4 5 ' 7845' 7844'7844'7846'7847'7848'7849' 7850' 7 8 4 6 ' 78 4 7 ' 7848' 7849'7850'7850'7851 ' 7842' 7841' 7841'7843'7844'7845'7846'7847'7848'7849'7850'78 5 5 ' 7851'785 2 '78 5 3 ' 78 5 4 '7851'7 8 5 2 ' 7852' 7 8 5 1 '7850'7849'7848'7850'7847'7846'7845'7844'7843'7849'7848'7847'7846'7846' 7847' 7848'7849'7850'7851' 7852' 7853' 7853' 7853'7854'7855'7856'7857'7857'7857'7 8 5 8 ' 785 8 ' 7 8 5 9 ' 78 6 0 ' 78 6 1 ' 78 6 2 '7863'7864'7859'7860'7861 '7859'7857'7858'7 8 4 5 '7845'78 4 1 '7840'7839'7838'7837' 78 3 6 ' 78 3 5 ' 7 8 3 5 ' 7 8 3 5 ' 7842' 7850'7850'7844' HALLAM LAKE POND EXISTING SLOPED SHINGLE ROOF EXISTING FLAT ROOF (TPO + GRAVEL) EXISTING METAL ROOF ROOF LEGEND TO BE DEMOLISHED NEW SLOPED SHINGLE ROOF EXISTING METAL ROOF N 0 20'40'80'SCALE: 1" = 40'1 PROPOSED SITE PLAN AT ROOF Exhibit E- ACES Application 258 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-011 ENLARGED PROPOSED SITE PLAN - VC 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies SITE PLAN LEGEND EXISTING CONIFEROUS TREE TO BE REMOVED EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN NEW DECIDUOUS TREE NEW CONIFEROUS TREE NEW ASPHALT/PAVEMENT EXTERIOR DECK BODY OF WATER NEW UNPAVED ROAD/WALKING PATH WATER LINE TELEPHONE LINE ELECTRIC LINE CABLE TV LINE CHAIN LINK FENCE WOOD FENCE EXISTING UNPAVED ROAD/WALKING PATH EXISTING ASPHALT/PAVEMENT EXISTING TO REMAIN EXISTING 1' CONTOUR PROPOSED 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 5' CONTOUR TOPOGRAPHY LEGEND 7842' DIRECTORS HOUSE VISITORS CENTER PULL BARN SHED PROPERTY L I N EPROPERTY LINESTREAM MARGIN REVIEW BOUNDARY PROPOSED PARKING AND TURNAROUND EXPANSION 7839' 12 26 DRIVEWAY TO HAVE 16' MIN CLEARANCE FOR FIRE DEPARTMENT ACCESS DRIVEWAY TO HAVE 16' MIN CLEARANCE FOR FIRE DEPARTMENT ACCESS7835'7836'7837'7838'7839'7840'7840'7839'7838'7837'7840'7841'7841'7841' 78 4 2 ' 7842'7843' 7843' 7843' 78 4 2 '7844'7 8 4 5 '7844'7841' 7 8 4 5 '7845'78 4 1 '7840'7839'7838'7837' 78 3 6 ' 78 3 5 ' 7844' POND POND EXISTING SLOPED SHINGLE ROOF EXISTING FLAT ROOF (TPO + GRAVEL) EXISTING METAL ROOF ROOF LEGEND TO BE DEMOLISHED NEW SLOPED SHINGLE ROOF EXISTING METAL ROOF 0 5'10'20'SCALE: 1" = 10'2 ENLARGED PROPOSED VISITORS CENTER SITE PLAN SCALE: 1" =100'1 KEY SITE PLAN Exhibit E- ACES Application 259 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-012 ENLARGED PROPOSED SITE PLAN - BOP 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies SITE PLAN LEGEND EXISTING CONIFEROUS TREE TO BE REMOVED EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN NEW DECIDUOUS TREE NEW CONIFEROUS TREE NEW ASPHALT/PAVEMENT EXTERIOR DECK BODY OF WATER NEW UNPAVED ROAD/WALKING PATH WATER LINE TELEPHONE LINE ELECTRIC LINE CABLE TV LINE CHAIN LINK FENCE WOOD FENCE EXISTING UNPAVED ROAD/WALKING PATH EXISTING ASPHALT/PAVEMENT EXISTING TO REMAIN EXISTING 1' CONTOUR PROPOSED 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 5' CONTOUR TOPOGRAPHY LEGEND 7842'21'-0"DIRECTORS HOUSE BIRD OF PREY SHED PRO P E R T Y L I N E PROPERTY L I N EPROPERTY LINEFLOOD ZONE BOUNDARY TOP OF BANK STREAM MARGIN REVIEW BOUNDARY ROARIN G F O R K RIVER 7839' 9 12 12 26 783 1 ' 78 3 2 ' 783 2 ' 783 3 ' 7834 ' 7835 ' 78 3 6 '7835'7836'7836'7837'7837'7838'7838'7839'7840'7840'7839'7838'7837'7840'7841'7841'7841' 7 8 3 5 ' 7 8 3 5 ' POND EXISTING SLOPED SHINGLE ROOF EXISTING FLAT ROOF (TPO + GRAVEL) EXISTING METAL ROOF ROOF LEGEND TO BE DEMOLISHED NEW SLOPED SHINGLE ROOF EXISTING METAL ROOF 0 5'10'20'SCALE: 1" = 10'2 ENLARGED PROPOSED BIRD OF PREY SITE PLAN SCALE: 1" =100'1 KEY SITE PLAN Exhibit E- ACES Application 260 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-013 ENLARGED PROPOSED SITE PLAN - ENTRANCE 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies 21'-6"42'-3"15' WIDE STORM SEWER EASEMENT 15' WIDE STORM SEWER EASEMENT15' WIDE STORM SEWER EASEMENT PROPERTY LINEPROPERTY L I N E PROPERTY LINEPUPPY SMITH STPROPERTY LINEOWNER CITY OF ASPEN OWNER CITY OF ASPEN LEGAL ADDRESS: 100 PUPPY SMITH ST PARCEL ID: 273-707-300-801 43'-0" 15' WIDE STORM SEWER EASEMENT 20 23 24 NEW PAVED SIDEWALK TO MATCH AND CONNECT TO EXISTING PUPPY SMITH ST SIDEWALK TO THE EAST PROPOSED VISITOR DROPOFF AND TURNAROUND JENNY ADAIR WETLANDS DRIVEWAY TO BE WIDENED TO 16' MIN FOR FIRE DEPARTMENT ACCESS DRIVEWAY TO HAVE 16' MIN CLEARANCE FOR FIRE DEPARTMENT ACCESS PROPOSED TURNAROUND OUTLINEPROPOSED TURNAROUND OUTLINEPROPOSED TURNAROUND OUTLINE 7845' 7846' 7847' 7848' 7849' 7850' 785 1 ' 7852'7850'7849'7848'7847'7846'7846' 7847' 7848' 7849' 7850' 7851' 7852' 7853' 7853' 7853'7854'7855'7856'7857'7850'7850'202 201 203 SITE PLAN LEGEND EXISTING CONIFEROUS TREE TO BE REMOVED EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING CONIFEROUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN NEW DECIDUOUS TREE NEW CONIFEROUS TREE NEW ASPHALT/PAVEMENT EXTERIOR DECK BODY OF WATER NEW UNPAVED ROAD/WALKING PATH WATER LINE TELEPHONE LINE ELECTRIC LINE CABLE TV LINE CHAIN LINK FENCE WOOD FENCE EXISTING UNPAVED ROAD/WALKING PATH EXISTING ASPHALT/PAVEMENT EXISTING TO REMAIN EXISTING 1' CONTOUR PROPOSED 1' CONTOUR EXISTING 5' CONTOUR PROPOSED 5' CONTOUR TOPOGRAPHY LEGEND TURNAROUND DRAINAGE FOR THE TURNAROUND AREA WILL MEET THE CITY OF ASPEN URBAN RUNOFF MANAGEMENT PLAN (URMP) FOR WATER QUALITY. THE OVERFLOW CAN BE CONNECTED TO THE JENNY ADARE STORM WATER SYSTEM THAT DISCHARGES ADJACENT TO THE PROPOSED TURNAROUND. ALL RUNOFF FROM IMPERVIOUS SURFACES WILL BE TREATED. POTENTIAL BMP’S INCLUDE A BIO-RETENTION POND OR A DRYWELL IF A POND IS NOT FEASIBLE DUE TO GRADES. WE DON’T BELIEVE PERVIOUS PAVERS WOULD BE A GOOD OPTION IN THIS LOCATION DUE TO THE POTENTIAL OF THE TURN MOVEMENTS OF BUSES HEAVING THE PAVERS. PARKING AREA THE ADDITION TO THE PARKING LOT CAN UTILIZE PERVIOUS PAVERS. THIS PAVER SYSTEM WILL NOT REQUIRE ADDITIONAL WATER STORAGE AND ADDRESS THE WATER QUALITY REQUIREMENT OF THE URMP. ONCE THE SOIL TESTING IS COMPLETE RFE WILL DEVELOP A TYPICAL SECTION FOR THE PARKING LOT SITE PLAN NOTES 0 5'10'20'SCALE: 1" = 10'2 ENLARGED PROPOSED ENTRANCE SITE PLAN SCALE: 1" =100'1 KEY SITE PLAN Exhibit E- ACES Application 261 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-014 VC WALL DEMOLITION CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DEMO CALC LEGEND EXISTING TO REMAIN AREA REDUCED FOR FENSTRATION TO BE DEMOLISHED 12 34 561079811121314151617 18 11517 7.25 sq ft 7.25 sq ft 8.25 sq ft 8.75 sq ft 55.75 sq ft 8.75 sq ft55.75 sq ft 58.00 sq ft 124.75 sq ft 31.25 sq ft11.50 sq ft11.50 sq ft233.00 sq ft 8.75 sq ft8.75 sq ft 8.75 sq ft 252.75 sq ft 87.25 sq ft 9.25 sq ft22.50 sq ft9.25 sq ft142.50 sq ft 8.75 sq ft35.25 sq ft35.25 sq ft 661.50 sq ft 22.50 sq ft22.50 sq ft600.50 sq ft 31.25 sq ft1 2 3 4 5 6 7 8 9 10 25.50 sq ft 112.75 sq ft 86.75 sq ft 46.00 sq ft 35.00 sq ft 8.50 sq ft8.50 sq ft22.25 sq ft46.00 sq ft 49.25 sq ft 113.75 sq ft 14.75 sq ft 17.00 sq ft17.00 sq ft14.75 sq ft14.75 sq ft 17.00 sq ft289.75 sq ft 176.75 sq ft 85.00 sq ft 517.50 sq ft 7.25 sq ft58.00 sq ft7.25 sq ft 8.25 sq ft 34.75 sq ft 7.00 sq ft 660.00 sq ft 7.25 sq ft 7.25 sq ft 7.25 sq ft 5.25 sq ft 5.25 sq ft 19.00 sq ft 7.25 sq ft 7.25 sq ft 1.50 sq ft 7.25 sq ft 11 12 13 14 15 16 17 18 Vistors Center Wall Demolition Calculations Wall Demolition Wall Label Individual Wall Area (Sq Ft)Area Reduced for Fenestration (Sq Ft) Area of Wall to be Removed (Sq Ft) 1 661.50 89.50 600.50 2 55.75 0.00 0.00 3 87.25 41.00 0.00 4 55.75 0.00 0.00 5 252.75 26.25 0.00 6 124.75 8.75 0.00 7 31.25 0.00 0.00 8 233.00 138.50 0.00 9 31.25 0.00 0.00 10 142.50 8.75 0.00 11 112.75 25.50 0.00 12 86.75 46.00 0.00 13 176.75 74.25 0.00 14 85.00 46.00 0.00 15 517.50 115.50 0.00 16 113.75 49.25 0.00 17 660.00 65.50 16.00 18 289.75 95.25 0.00 Wall Surface Area Total 3,718.00 Wall Area Reduced for Fenestration 830.00 Wall Area Used for Calculation 2888.00 Wall Surface Area to be Removed 616.50 Vistor's Center Demolition Totals Roof + Wall Area Used for Demo Calculation Roof + Wall Surface Area to be Removed Total 771.75 10.29% 100 PUPPY SMITH ST - ASPEN CENTER FOR ENVIRONMENTAL STUDIES (ACES) 7,498.25 SCALE: 3/32" = 1'-0"1 VISITORS CENTER MAIN LEVEL DEMOLITION PLAN SCALE: 3/32" = 1'-0"2 VISITORS CENTER UPPER LEVEL DEMOLITION PLAN SCALE: 3/32" = 1'-0"3 VISITORS CENTER DEMOLITION CALCULATION FILLS | WALLS VISITORS CENTER Exhibit E- ACES Application 262 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-015 VC ROOF DEMOLITION CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 D C H I J F G A B E 272.00 sq ft 1,167.00 sq ft 295.50 sq ft 295.50 sq ft 12.25 sq ft12.25 sq ft12.25 sq ft 12.25 sq ft12.25 sq ft12.25 sq ft12.25 sq ft12.25 sq ft12.25 sq ft494.75 sq ft 494.75 sq ft 773.50 sq ft 773.50 sq ft 77.00 sq ft 77.00 sq ft 72.75 sq ft 72.75 sq ft 9.75 sq ft J I F G E H D D A B DEMO CALC LEGEND EXISTING TO REMAIN AREA REDUCED FOR FENSTRATION TO BE DEMOLISHED Roof Label Individual Roof Area (Sq Ft)Area Reduced for Fenestration (Sq Ft) Area of Roof to be Removed (Sq Ft) A 77.00 0.00 0.00 B 77.00 0.00 0.00 C 773.50 0.00 72.75 D 773.50 0.00 72.75 E 272.00 0.00 9.75 F 494.75 73.50 0.00 G 494.75 0.00 0.00 H 1167.00 0.00 0.00 I 295.50 0.00 0.00 J 295.50 36.75 0.00 Roof Surface Total (Sq Ft)4,720.50 Roof Area Reduced for Fenestration (Sq Ft)110.25 Roof Area Used for Calculation 4,610.25 Roof Surface Area to be Removed (Sq Ft)155.25 Visitor's Center Demolition Totals Roof + Wall Area Used for Demo Calculation (Sq Ft) Roof + Wall Surface Area to be Removed (Sq Ft) Total 7,498.25 771.75 10.29% Visitors Center Roof Demolition Calculations 100 PUPPY SMITH ST - ASPEN CENTER FOR ENVIRONMENTAL STUDIES (ACES) Visitor's Center Roof Demolition SCALE: 3/32" = 1'-0"1 VISITORS CENTER ROOF DEMOLITION PLAN SCALE: 3/32" = 1'-0"2 VISITORS CENTER DEMOLITION CALCULATION FILLS | ROOF VISITORS CENTER Exhibit E- ACES Application 263 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-016 VC EXISTING FLOOR AREA CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 FAR PLAN LEGEND COUNTABLE DECK EXEMPT - OPEN TO BELOW BARN EXEMPT - TOP-MOST STAIR ATTIC AA 6 6 CC BB 7 7 5 5 4 4 2 2 DD EE FF 3 3 1 1 8 8 GG 9'-41/4"9'-105/8" 127.75 sq ft 146.75 sq ft 92.25 sq ft LINE OF ROOF ABOVE LINE OF ROOF ABOVE 4'-73/4"2,956.00 sq ft 789.50 sq ft LINE OF ROOF ABOVE AA 6 6 CC BB 7 7 5 5 4 4 2 2 DD EE FF 3 3 1 1 8 8 GG 1,064.75 sq ft 51.75 sq ft272.00 sq ft Vistors Center Existing FAR Floor Area Visitors Center Sq. Ft. Exemption Main Level Countable Floor Area 2956.00 Upper Level Floor Area (no exemptions)1064.75 Upper Level Stair 51.75 per 26.575.020.D.2 Upper Level Countable Floor Area 1013.00 Deck Area East Main Entrance Patio 127.75 South Lab Deck 146.75 West Main Deck 789.50 North Entrance Patio 92.25 Upper Level Roof Deck 270.00 Total Deck Area 1426.25 Visitors Center Total FAR 3969.00 Visitors Center Total FAR + Deck 5395.25 100 PUPPY SMITH ST - ASPEN CENTER FOR ENVIRONMENTAL STUDIES (ACES) SCALE: 3/32" = 1'-0"1 EXISTING VISITORS CENTER MAIN LEVEL FAR PLAN SCALE: 3/32" = 1'-0"2 EXISTING VISITORS CENTER UPPER LEVEL FAR PLAN VISITORS CENTER Exhibit E- ACES Application 264 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-017 VC PROPOSED FLOOR AREA CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 AA 6 6 CC BB 7 7 5 5 4 4 2 2 DD EE FF 3 3 1 1 8 8 GG 9'-41/4"9'-105/8" 127.75 sq ft 92.25 sq ft LINE OF ROOF ABOVE LINE OF ROOF ABOVE 4'-73/4"1,514.50 sq ft 3,380.00 sq ft LINE OF ROOF ABOVE AA 6 6 CC BB 7 7 5 5 4 4 2 2 DD EE FF 3 3 1 1 8 8 GG 1,488.75 sq ft 56.00 sq ft 272.00 sq ft FAR PLAN LEGEND COUNTABLE DECK EXEMPT - OPEN TO BELOW BARN EXEMPT - TOP-MOST STAIR ATTIC Vistors Center Proposed FAR Floor Area Visitors Center Sq. Ft. Exemption Main Level Countable Floor Area 3380.00 Upper Level Floor Area (no exemptions)1488.75 Upper Level Stair 56.00 per 26.575.020.D.2 Upper Level Countable Floor Area 1432.75 Deck Area East Main Entrance Patio 127.75 South Lab Deck + West Main Deck 1514.50 North Entrance Patio 92.25 Upper Level Roof Deck 270.00 Total Deck Area 2004.50 Visitors Center Total FAR 4812.75 Visitors Center Total FAR + Deck 6817.25 100 PUPPY SMITH ST - ASPEN CENTER FOR ENVIRONMENTAL STUDIES (ACES) SCALE: 3/32" = 1'-0"1 PROPOSED VISITORS CENTER MAIN LEVEL FAR PLAN SCALE: 3/32" = 1'-0"2 PROPOSED VISITORS CENTER UPPER LEVEL DEMOLITION PLAN VISITORS CENTER Exhibit E- ACES Application 265 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-018 BOP WALL DEMOLITON CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 2.50 sq ft2.50 sq ft 50.50 sq ft 90.00 sq ft 118.75 sq ft 234.50 sq ft 10.50 sq ft 119.00 sq ft 88.50 sq ft 116.75 sq ft 388.25 sq ft 25.00 sq ft 33.00 sq ft 34.75 sq ft 52.75 sq ft 1 2 3 4 5 6 7 8 9 10 1 1 AA 4 4 BB CC DD EE 124635789GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING FINISH GRIDLINE TO FACE OF EXISTING FINISH GRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FINISH OFEXISTING STRUCTURE2 2 3 3 10 DEMO CALC LEGEND EXISTING TO REMAIN AREA REDUCED FOR FENSTRATION TO BE DEMOLISHED Bird of Prey Wall Demolition Calculations Wall Demolition Wall Label Individual Wall Area (Sq Ft)Area Reduced for Fenestration (Sq Ft) Area of Wall to be Removed (Sq Ft) 1 388.25 63.00 0.00 2 52.75 0.00 0.00 3 34.75 0.00 0.00 4 90.00 0.00 0.00 5 50.50 0.00 0.00 6 118.75 0.00 0.00 7 234.50 10.50 0.00 8 119.00 0.00 0.00 9 88.50 0.00 0.00 10 116.75 0.00 0.00 Wall Surface Area Total 1,293.75 Wall Area Reduced for Fenestration 73.50 Wall Area Used for Calculation 1220.25 Wall Surface Area to be Removed 0.00 Vistor's Center Demolition Totals Roof + Wall Area Used for Demo Calculation Roof + Wall Surface Area to be Removed Total 100 PUPPY SMITH ST - ASPEN CENTER FOR ENVIRONMENTAL STUDIES (ACES) 2,371.50 572.50 24.14% SCALE: 1/8" = 1'-0"2 BIRD OF PREY DEMOLITION CALCULATION FILLS | WALLS SCALE: 1/4" = 1'-0"1 BIRD OF PREY MAIN LEVEL DEMOLITION PLAN BIRD OF PREY Exhibit E- ACES Application 266 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-019 BOP ROOF DEMOLITON CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 1 1 AA 4 4 BB CC DD EE 2 2 3 3 12.75 sq ft 549.00 sq ft 615.00 sq ft 286.25 sq ft 286.25 sq ft B A DEMO CALC LEGEND EXISTING TO REMAIN AREA REDUCED FOR FENSTRATION TO BE DEMOLISHED Roof Label Individual Roof Area (Sq Ft)Area Reduced for Fenestration (Sq Ft) Area of Roof to be Removed (Sq Ft) A 615.00 0.00 286.25 B 549.00 12.75 286.25 Roof Surface Total (Sq Ft)1,164.00 Roof Area Reduced for Fenestration (Sq Ft)12.75 Roof Area Used for Calculation 1,151.25 Roof Surface Area to be Removed (Sq Ft)572.50 Visitor's Center Demolition Totals Roof + Wall Area Used for Demo Calculation (Sq Ft) Roof + Wall Surface Area to be Removed (Sq Ft) Total 24.14% Bird of Prey Roof Demolition Calculations 100 PUPPY SMITH ST - ASPEN CENTER FOR ENVIRONMENTAL STUDIES (ACES) Visitor's Center Roof Demolition 2,371.50 572.50 SCALE: 1/4" = 1'-0"1 ROOF DEMOLITION PLAN SCALE: 1/4" = 1'-0"2 BIRD OF PREY DEMOLITION CALCULATION FILLS | ROOF BIRD OF PREY Exhibit E- ACES Application 267 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-020 BOP EXISTING FLOOR AREA CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 1 1 AA 4 4 BB CC DD EE GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING FINISH GRIDLINE TO FACE OF EXISTING FINISH GRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FINISH OFEXISTING STRUCTURE2 2 3 3 273.50 sq ft 261.25 sq ft 1 1 AA 4 4 BB CC DD EE 2 2 3 3 59.25 sq ft 448.25 sq ft 39.25 sq ft 39.25 sq ft FAR PLAN LEGEND COUNTABLE DECK EXEMPT - OPEN TO BELOW BARN EXEMPT - TOP-MOST STAIR ATTIC Bird of Prey Existing FAR Floor Area Bird of Prey Sq. Ft. Exemption Main Level Countable Floor Area 273.50 Upper Level Floor Area (no exemptions)448.75 Area with height < 3'-0"78.50 per 26.575.020.D.3 Upper Level Countable Floor Area 370.25 Deck Area Exterior Stair 59.25 Main Level Aviary 261.25 Total Deck Area 320.50 Bird of Prey Total FAR 643.75 Bird of Prey Total FAR + Deck 964.25 100 PUPPY SMITH ST - ASPEN CENTER FOR ENVIRONMENTAL STUDIES (ACES) SCALE: 1/4" = 1'-0"1 EXISTING BIRD OF PREY MAIN LEVEL FAR PLAN SCALE: 1/4" = 1'-0"2 EXISTING BIRD OF PREY UPPER LEVEL FAR PLAN BIRD OF PREY Exhibit E- ACES Application 268 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-021 BOP PROPOSED FLOOR AREA CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 1 1 AA 4 4 BB CC DD EE GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING FINISH GRIDLINE TO FACE OF EXISTING FINISH GRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FINISH OFEXISTING STRUCTURE2 2 3 3 273.50 sq ft 261.25 sq ft 1 1 AA 4 4 BB CC DD EE 2 2 3 3 88.25 sq ft440.50 sq ft FAR PLAN LEGEND COUNTABLE DECK EXEMPT - OPEN TO BELOW BARN EXEMPT - TOP-MOST STAIR ATTIC Bird of Prey Proposed FAR Floor Area Bird of Prey Sq. Ft. Exemption Main Level Countable Floor Area 273.50 Upper Level Countable Floor Area 440.50 Deck Area Exterior Stair 88.25 Main Level Aviary 261.25 Total Deck Area 349.50 Bird of Prey Total FAR 714.00 Bird of Prey Total FAR + Deck 1063.50 100 PUPPY SMITH ST - ASPEN CENTER FOR ENVIRONMENTAL STUDIES (ACES) SCALE: 1/4" = 1'-0"1 PROPOSED BIRD OF PREY MAIN LEVEL FAR PLAN SCALE: 1/4" = 1'-0"2 PROPOSED BIRD OF PREY UPPER LEVEL FAR PLAN BIRD OF PREY Exhibit E- ACES Application 269 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-022 DH EXISTING FLOOR AREA CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 1 1 AA 6 6 7 7 BB CC DD 3 3 4 4 5 5 EE FF 2 2 1,566.75 sq ft 289.00 sq ft FAR PLAN LEGEND COUNTABLE DECK EXEMPT - OPEN TO BELOW BARN EXEMPT - TOP-MOST STAIR ATTIC Director's House Existing FAR Floor Area Director's House Sq. Ft. Exemption Main Level Countable Floor Area 1566.75 Deck 289.00 Director's House Total FAR 1566.75 Director's House Total FAR + Deck 1855.75 100 PUPPY SMITH ST - ASPEN CENTER FOR ENVIRONMENTAL STUDIES (ACES) SCALE: 1/4" = 1'-0"1 EXISTING DIRECTORS HOUSE MAIN LEVEL FAR PLAN DIRECTORS HOUSE Exhibit E- ACES Application 270 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-023 PB EXISTING FLOOR AREA CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 1 1 AA 2 2 BB 786.75 sq ft FAR PLAN LEGEND COUNTABLE DECK EXEMPT - OPEN TO BELOW BARN EXEMPT - TOP-MOST STAIR ATTIC Pole Barn Existing FAR Floor Area Pull Barn Sq. Ft. Exemption Pull Barn Total FAR 786.75 100 PUPPY SMITH ST - ASPEN CENTER FOR ENVIRONMENTAL STUDIES (ACES) SCALE: 1/4" = 1'-0"1 EXISTING POLE BARN MAIN LEVEL FAR PLAN POLE BARN Exhibit E- ACES Application 271 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-024 PH EXISTING FLOOR AREA CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 1 1 A A 3 3 4 4 C C D D B B 2 2 789.75 sq ft 54.50 sq ft FAR PLAN LEGEND COUNTABLE DECK EXEMPT - OPEN TO BELOW BARN EXEMPT - TOP-MOST STAIR ATTIC Professor's House Existing FAR Floor Area Professor's House Sq. Ft. Exemption Main Level Countable Floor Area 789.75 Deck 54.50 Professor's House Total FAR 789.75 Professor's House Total FAR + Deck 844.25 100 PUPPY SMITH ST - ASPEN CENTER FOR ENVIRONMENTAL STUDIES (ACES) SCALE: 1/4" = 1'-0"1 EXISTING PROFESSORS HOUSE MAIN LEVEL FAR PLAN PROFESSORS HOUSE Exhibit E- ACES Application 272 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-025 TH EXISTING FLOOR AREA CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 2 2 AA BB CC DD EE 1 1 5 5 3 3 UP 4 Z-026 1 Z-026 8 Z-026 2 Z-026 3 Z-0265 Z-026 7 Z-026 6 Z-026 4 4 330.50 sq ft 2 2 AA BB CC DD EE 1 1 5 5 3 3 80.00 sq ft UP UP 4 4 346.50 sq ft 2 2 AA BB CC DD EE 1 1 5 5 3 3 81.75 sq ft UP 4 4 346.50 sq ft 63.75 sq ft 13.50 sq ft 1.25 sq ft 9.25 sq ft 11.00 sq ft 48.25 sq ft 9.75 sq ft 11.00 sq ft 105.25 sq ft 5 6 7 8 48.00 sq ft 48.25 sq ft 4.75 sq ft 4.75 sq ft 20.25 sq ft 19.50 sq ft 44.25 sq ft 52.00 sq ft 1 2 3 4 FAR PLAN LEGEND COUNTABLE DECK EXEMPT - OPEN TO BELOW BARN EXEMPT - TOP-MOST STAIR ATTIC Tree House Existing FAR Floor Area Tree House House Sq. Ft. Sq. Ft. Lower Level Subgrade Calculations Total Wall Area Exposed Wall Area 1 96.25 48 2 9.5 4.75 3 39.75 20.25 4 96.25 44.25 5 77.25 13.5 6 10.5 1.25 7 59.25 11 8 126 105.25 Total Lower Level Wall Areas 514.75 248.25 % of Exposed Lower Level Wall Area 48.23% Lower Level Floor Area (no exemptions)330.50 Lower Level Countable Floor Area 159.39 Main Level Countable Floor Area 346.50 Upper Level Countable Floor Area 346.50 Deck Area Main Level Deck / Stairs 80.00 Upper Level Deck / Stairs 81.75 Total Deck Area 161.75 Professor's House Total FAR 852.39 Professor's House Total FAR + Deck 1014.14 100 PUPPY SMITH ST - ASPEN CENTER FOR ENVIRONMENTAL STUDIES (ACES) SCALE: 1/4" = 1'-0"1 EXISTING TREE HOUSE LOWER LEVEL FAR PLAN SCALE: 1/4" = 1'-0"2 EXISTING TREE HOUSE MAIN LEVEL FAR PLAN SCALE: 1/4" = 1'-0"3 EXISTING TREE HOUSE UPPER LEVEL FAR PLAN SCALE: 1/4" = 1'-0"4 EXISTING TREE HOUSE SUBGRADE AREA CALCULATIONS TREE HOUSE Exhibit E- ACES Application 273 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-026 SBH EXISTING FLOOR AREA CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 UP UP 2 2 AA BB CC DD 1 1 3 3 943.75 sq ft 42.00 sq ft 60.00 sq ft 17.25 sq ft 20.50 sq ft UP DN UP UP 2 2 AA BB CC DD 1 1 3 3 943.75 sq ft DN DN 2 2 AA BB CC DD 1 1 3 3 418.75 sq ft 28.00 sq ft 32.25 sq ft 147.75 sq ft 15.75 sq ft 72.75 sq ft 15.00 sq ft 3.00 sq ft 69.75 sq ft 13.50 sq ft 14.75 sq ft 2.75 sq ft 93.50 sq ft 15.75 sq ft 5 6 7 8 9 10 37.25 sq ft 155.50 sq ft 17.75 sq ft 97.50 sq ft 11.50 sq ft 44.50 sq ft 35.50 sq ft 138.50 sq ft 1 2 3 4 FAR PLAN LEGEND COUNTABLE DECK EXEMPT - OPEN TO BELOW BARN EXEMPT - TOP-MOST STAIR ATTIC Straw Bale House Existing FAR Floor Area Straw Bale House Sq. Ft. Exemption Lower Level Subgrade Calculations Total Wall Area Exposed Wall Area 1 192.75 37.25 2 115.25 17.75 3 174 35.5 4 96.25 44.25 5 180 32.25 6 88.5 15.75 7 18 3 8 83.25 13.5 9 17.5 2.75 10 109.25 15.75 Total Lower Level Wall Areas 1074.75 217.75 % of Exposed Lower Level Wall Area 20.26% Lower Level Floor Area (no exemptions)943.75 Lower Level Countable Floor Area 191.21 Main Level Countable Floor Area 943.75 Upper Level Countable Floor Area 346.50 Deck Area South Deck 1 60.00 South Deck 2 42.00 North Entrance Deck 1 20.50 North Entrance Deck 2 17.25 Total Deck Area 139.75 Straw Bale House Total FAR 1481.46 Straw Bale House Total FAR + Deck 1621.21 100 PUPPY SMITH ST - ASPEN CENTER FOR ENVIRONMENTAL STUDIES (ACES) SCALE: 1/8" = 1'-0"1 EXISTING STRAW BALE HOUSE LOWER LEVEL FAR PLAN SCALE: 1/8" = 1'-0"2 EXISTING STRAW BALE HOUSE MAIN LEVEL FAR PLAN SCALE: 1/8" = 1'-0"3 EXISTING STRAW BALE HOUSE UPPER LEVEL FAR PLAN SCALE: 1/8" = 1'-0"4 EXISTING STRAW BALE HOUSE SUBGRADE WALL CALCULATIONS STRAW BALE HOUSE Exhibit E- ACES Application 274 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-027 VC EXISTING NET AREA CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 124.50 sq ft 407.25 sq ft AA 6 6 CC BB 7 7 5 5 4 4 2 2 DD EE FF 3 3 1 1 8 8 GG 96.00 sq ft 135.00 sq ft 2,828.00 sq ft AA 6 6 CC BB 7 7 5 5 4 4 2 2 DD EE FF 3 3 1 1 8 8 GG 997.75 sq ft The calculation of net leasable area and net livable area shall include all interior space of a building measured from interior wall to interior wall, including interior partitions. Net leasable area and net livable area shall be attributed to the lot or parcel upon which it is developed. Net leasable area includes all interior areas which can be leased to an individual tenant with the exceptions noted below. Net livable area includes those areas of a building that are used or intended to be used for habitation with the exceptions noted below. Garages and carports are exempt from net leasable area and net livable area calculations. (1) Permanently installed interior airlock spaces are exempt from the calculation of net leasable space up to a maximum exemption of one hundred (100) square feet. Seasonal airlocks of more than ten (10) square feet, installed on the exterior of a building, shall be considered net leasable area and shall be subject to all requirements of the Land Use Code, including employee mitigation, prorated according to the portion of the year in which it is installed. (2) Unless specifically exempted through other provisions of this Title, outdoor displays, outdoor vending, and similar commercial activities located outside (not within a building) shall also be included in the calculation of net leasable area. The calculation of such area shall be the maximum footprint of the display or vending apparatus. For vending carts or similar commercial activities requiring an attendant, the calculation shall also include a reasonable amount of space for the attendant. Exterior decks and exterior seating are not included in the calculation of net leasable area. Vending machines, gas pumps, and similar devices without an attendant shall not be considered net leasable area. The calculation of net leasable area and net livable area shall exclude areas of a building that are integral to the basic physical function of the building. All other areas are attributed to the measurement of net leasable commercial space or net livable area. When calculating interior stairways or elevators, the top most interior level served by the stairway or elevator is exempt from net livable or net leasable area calculations. 26.575.020 - NET AREA DEF. NET AREA LEGEND INTERIOR BUILDING AREA EXTERIOR COVERED AREA GARAGE Total Existing Net Floor Area Building Net Area (SQ. FT.) Visitors Center 3825.75 Bird of Prey 586.00 Pull Barn 716.50 Total Net Leaseable Area 5128.25 Director's House 1445.00 Professor's House 715.25 Tree House 861.00 Straw Bale House 1,895.25 Total Net Livable Area 4916.50 TOTAL 10,044.75 100 PUPPY SMITH ST - ACES Vistors Center Existing Net Area Main Level 2828.00 Upper Level 997.75 Total 3825.75 100 PUPPY SMITH ST - ACES SCALE: 3/32" = 1'-0"1 EXISTING VISITORS CENTER MAIN LEVEL NET AREA PLAN SCALE: 3/32" = 1'-0"2 EXISTING VISITORS CENTER UPPER LEVEL NET AREA PLAN VISITORS CENTER Exhibit E- ACES Application 275 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-028 VC PROPOSED NET AREA CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 124.50 sq ft AA 6 6 CC BB 7 7 5 5 4 4 2 2 DD EE FF 3 3 1 1 8 8 GG 96.00 sq ft 135.00 sq ft 3,235.50 sq ft 407.25 sq ft AA 6 6 CC BB 7 7 5 5 4 4 2 2 DD EE FF 3 3 1 1 8 8 GG 1,405.25 sq ft The calculation of net leasable area and net livable area shall include all interior space of a building measured from interior wall to interior wall, including interior partitions. Net leasable area and net livable area shall be attributed to the lot or parcel upon which it is developed. Net leasable area includes all interior areas which can be leased to an individual tenant with the exceptions noted below. Net livable area includes those areas of a building that are used or intended to be used for habitation with the exceptions noted below. Garages and carports are exempt from net leasable area and net livable area calculations. (1) Permanently installed interior airlock spaces are exempt from the calculation of net leasable space up to a maximum exemption of one hundred (100) square feet. Seasonal airlocks of more than ten (10) square feet, installed on the exterior of a building, shall be considered net leasable area and shall be subject to all requirements of the Land Use Code, including employee mitigation, prorated according to the portion of the year in which it is installed. (2) Unless specifically exempted through other provisions of this Title, outdoor displays, outdoor vending, and similar commercial activities located outside (not within a building) shall also be included in the calculation of net leasable area. The calculation of such area shall be the maximum footprint of the display or vending apparatus. For vending carts or similar commercial activities requiring an attendant, the calculation shall also include a reasonable amount of space for the attendant. Exterior decks and exterior seating are not included in the calculation of net leasable area. Vending machines, gas pumps, and similar devices without an attendant shall not be considered net leasable area. The calculation of net leasable area and net livable area shall exclude areas of a building that are integral to the basic physical function of the building. All other areas are attributed to the measurement of net leasable commercial space or net livable area. When calculating interior stairways or elevators, the top most interior level served by the stairway or elevator is exempt from net livable or net leasable area calculations. 26.575.020 - NET AREA DEF. NET AREA LEGEND INTERIOR BUILDING AREA EXTERIOR COVERED AREA GARAGE Total Proposed Net Floor Area Building Net Area (SQ. FT.) Visitors Center 4640.75 Bird of Prey 636.50 Pull Barn 716.50 Total Net Leaseable Area 5993.75 Director's House 1445.00 Professor's House 715.25 Tree House 861.00 Straw Bale House 1,895.25 Total Net Livable Area 4916.50 TOTAL 10,910.25 100 PUPPY SMITH ST - ACES Vistors Center Proposed Net Area Main Level 3235.50 Upper Level 1405.25 Total 4640.75 100 PUPPY SMITH ST - ACES SCALE: 3/32" = 1'-0"1 PROPOSED VISITORS CENTER MAIN LEVEL NET AREA PLAN SCALE: 3/32" = 1'-0"2 PROPOSED VISITORS CENTER UPPER LEVEL NET AREA PLAN VISITORS CENTER Exhibit E- ACES Application 276 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-029 BOP EXISTING NET AREA CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 1 1 AA 4 4 BB CC DD EE GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING FINISH GRIDLINE TO FACE OF EXISTING FINISH GRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FINISH OFEXISTING STRUCTURE2 2 3 3 241.00 sq ft 232.00 sq ft 1 1 AA 4 4 BB CC DD EE 2 2 3 3 345.00 sq ft The calculation of net leasable area and net livable area shall include all interior space of a building measured from interior wall to interior wall, including interior partitions. Net leasable area and net livable area shall be attributed to the lot or parcel upon which it is developed. Net leasable area includes all interior areas which can be leased to an individual tenant with the exceptions noted below. Net livable area includes those areas of a building that are used or intended to be used for habitation with the exceptions noted below. Garages and carports are exempt from net leasable area and net livable area calculations. (1) Permanently installed interior airlock spaces are exempt from the calculation of net leasable space up to a maximum exemption of one hundred (100) square feet. Seasonal airlocks of more than ten (10) square feet, installed on the exterior of a building, shall be considered net leasable area and shall be subject to all requirements of the Land Use Code, including employee mitigation, prorated according to the portion of the year in which it is installed. (2) Unless specifically exempted through other provisions of this Title, outdoor displays, outdoor vending, and similar commercial activities located outside (not within a building) shall also be included in the calculation of net leasable area. The calculation of such area shall be the maximum footprint of the display or vending apparatus. For vending carts or similar commercial activities requiring an attendant, the calculation shall also include a reasonable amount of space for the attendant. Exterior decks and exterior seating are not included in the calculation of net leasable area. Vending machines, gas pumps, and similar devices without an attendant shall not be considered net leasable area. The calculation of net leasable area and net livable area shall exclude areas of a building that are integral to the basic physical function of the building. All other areas are attributed to the measurement of net leasable commercial space or net livable area. When calculating interior stairways or elevators, the top most interior level served by the stairway or elevator is exempt from net livable or net leasable area calculations. 26.575.020 - NET AREA DEF. NET AREA LEGEND INTERIOR BUILDING AREA EXTERIOR COVERED AREA GARAGE Total Existing Net Floor Area Building Net Area (SQ. FT.) Visitors Center 3825.75 Bird of Prey 586.00 Pull Barn 716.50 Total Net Leaseable Area 5128.25 Director's House 1445.00 Professor's House 715.25 Tree House 861.00 Straw Bale House 1,895.25 Total Net Livable Area 4916.50 TOTAL 10,044.75 100 PUPPY SMITH ST - ACES Bird of Prey Existing Net Area Main Level 241.00 Upper Level 345.00 Total 586.00 100 PUPPY SMITH ST - ACES SCALE: 1/4" = 1'-0"1 EXISTING BIRD OF PREY MAIN LEVEL NET AREA PLAN SCALE: 1/4" = 1'-0"2 EXISTING BIRD OF PREY UPPER LEVEL NET AREA PLAN BIRD OF PREY Exhibit E- ACES Application 277 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-030 BOP PROPOSED NET AREA CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 1 1 AA 4 4 BB CC DD EE GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING FINISH GRIDLINE TO FACE OF EXISTING FINISH GRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FINISH OFEXISTING STRUCTURE2 2 3 3 241.00 sq ft 232.00 sq ft 1 1 AA 4 4 BB CC DD EE 2 2 3 3 395.50 sq ft The calculation of net leasable area and net livable area shall include all interior space of a building measured from interior wall to interior wall, including interior partitions. Net leasable area and net livable area shall be attributed to the lot or parcel upon which it is developed. Net leasable area includes all interior areas which can be leased to an individual tenant with the exceptions noted below. Net livable area includes those areas of a building that are used or intended to be used for habitation with the exceptions noted below. Garages and carports are exempt from net leasable area and net livable area calculations. (1) Permanently installed interior airlock spaces are exempt from the calculation of net leasable space up to a maximum exemption of one hundred (100) square feet. Seasonal airlocks of more than ten (10) square feet, installed on the exterior of a building, shall be considered net leasable area and shall be subject to all requirements of the Land Use Code, including employee mitigation, prorated according to the portion of the year in which it is installed. (2) Unless specifically exempted through other provisions of this Title, outdoor displays, outdoor vending, and similar commercial activities located outside (not within a building) shall also be included in the calculation of net leasable area. The calculation of such area shall be the maximum footprint of the display or vending apparatus. For vending carts or similar commercial activities requiring an attendant, the calculation shall also include a reasonable amount of space for the attendant. Exterior decks and exterior seating are not included in the calculation of net leasable area. Vending machines, gas pumps, and similar devices without an attendant shall not be considered net leasable area. The calculation of net leasable area and net livable area shall exclude areas of a building that are integral to the basic physical function of the building. All other areas are attributed to the measurement of net leasable commercial space or net livable area. When calculating interior stairways or elevators, the top most interior level served by the stairway or elevator is exempt from net livable or net leasable area calculations. 26.575.020 - NET AREA DEF. NET AREA LEGEND INTERIOR BUILDING AREA EXTERIOR COVERED AREA GARAGE Total Existing Net Floor Area Building Net Area (SQ. FT.) Visitors Center 3825.75 Bird of Prey 586.00 Pull Barn 716.50 Total Net Leaseable Area 5128.25 Director's House 1445.00 Professor's House 715.25 Tree House 861.00 Straw Bale House 1,895.25 Total Net Livable Area 4916.50 TOTAL 10,044.75 100 PUPPY SMITH ST - ACES Bird of Prey Proposed Net Area Main Level 241.00 Upper Level 395.50 Total 636.50 100 PUPPY SMITH ST - ACES SCALE: 1/4" = 1'-0"1 PROPOSED BIRD OF PREY MAIN LEVEL NET AREA PLAN SCALE: 1/4" = 1'-0"2 PROPOSED BIRD OF PREY UPPER LEVEL NET AREA PLAN BIRD OF PREY Exhibit E- ACES Application 278 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-031 DH EXISTING NET AREA CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 1 1 AA 6 6 7 7 BB CC DD 3 3 4 4 5 5 EE FF 2 2 1,445.00 sq ft The calculation of net leasable area and net livable area shall include all interior space of a building measured from interior wall to interior wall, including interior partitions. Net leasable area and net livable area shall be attributed to the lot or parcel upon which it is developed. Net leasable area includes all interior areas which can be leased to an individual tenant with the exceptions noted below. Net livable area includes those areas of a building that are used or intended to be used for habitation with the exceptions noted below. Garages and carports are exempt from net leasable area and net livable area calculations. (1) Permanently installed interior airlock spaces are exempt from the calculation of net leasable space up to a maximum exemption of one hundred (100) square feet. Seasonal airlocks of more than ten (10) square feet, installed on the exterior of a building, shall be considered net leasable area and shall be subject to all requirements of the Land Use Code, including employee mitigation, prorated according to the portion of the year in which it is installed. (2) Unless specifically exempted through other provisions of this Title, outdoor displays, outdoor vending, and similar commercial activities located outside (not within a building) shall also be included in the calculation of net leasable area. The calculation of such area shall be the maximum footprint of the display or vending apparatus. For vending carts or similar commercial activities requiring an attendant, the calculation shall also include a reasonable amount of space for the attendant. Exterior decks and exterior seating are not included in the calculation of net leasable area. Vending machines, gas pumps, and similar devices without an attendant shall not be considered net leasable area. The calculation of net leasable area and net livable area shall exclude areas of a building that are integral to the basic physical function of the building. All other areas are attributed to the measurement of net leasable commercial space or net livable area. When calculating interior stairways or elevators, the top most interior level served by the stairway or elevator is exempt from net livable or net leasable area calculations. 26.575.020 - NET AREA DEF. NET AREA LEGEND INTERIOR BUILDING AREA EXTERIOR COVERED AREA GARAGE Total Existing Net Floor Area Building Net Area (SQ. FT.) Visitors Center 3825.75 Bird of Prey 586.00 Pull Barn 716.50 Total Net Leaseable Area 5128.25 Director's House 1445.00 Professor's House 715.25 Tree House 861.00 Straw Bale House 1,895.25 Total Net Livable Area 4916.50 TOTAL 10,044.75 100 PUPPY SMITH ST - ACES Director's House Existing Net Area Main Level 1445.00 Total 1445.00 100 PUPPY SMITH ST - ACES SCALE: 1/4" = 1'-0"1 EXISTING DIRECTORS HOUSE MAIN LEVEL NET AREA PLAN DIRECTORS HOUSE Exhibit E- ACES Application 279 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-032 PB EXISTING NET AREA CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 1 1 AA 2 2 BB 716.50 sq ft The calculation of net leasable area and net livable area shall include all interior space of a building measured from interior wall to interior wall, including interior partitions. Net leasable area and net livable area shall be attributed to the lot or parcel upon which it is developed. Net leasable area includes all interior areas which can be leased to an individual tenant with the exceptions noted below. Net livable area includes those areas of a building that are used or intended to be used for habitation with the exceptions noted below. Garages and carports are exempt from net leasable area and net livable area calculations. (1) Permanently installed interior airlock spaces are exempt from the calculation of net leasable space up to a maximum exemption of one hundred (100) square feet. Seasonal airlocks of more than ten (10) square feet, installed on the exterior of a building, shall be considered net leasable area and shall be subject to all requirements of the Land Use Code, including employee mitigation, prorated according to the portion of the year in which it is installed. (2) Unless specifically exempted through other provisions of this Title, outdoor displays, outdoor vending, and similar commercial activities located outside (not within a building) shall also be included in the calculation of net leasable area. The calculation of such area shall be the maximum footprint of the display or vending apparatus. For vending carts or similar commercial activities requiring an attendant, the calculation shall also include a reasonable amount of space for the attendant. Exterior decks and exterior seating are not included in the calculation of net leasable area. Vending machines, gas pumps, and similar devices without an attendant shall not be considered net leasable area. The calculation of net leasable area and net livable area shall exclude areas of a building that are integral to the basic physical function of the building. All other areas are attributed to the measurement of net leasable commercial space or net livable area. When calculating interior stairways or elevators, the top most interior level served by the stairway or elevator is exempt from net livable or net leasable area calculations. 26.575.020 - NET AREA DEF. NET AREA LEGEND INTERIOR BUILDING AREA EXTERIOR COVERED AREA GARAGE Total Existing Net Floor Area Building Net Area (SQ. FT.) Visitors Center 3825.75 Bird of Prey 586.00 Pull Barn 716.50 Total Net Leaseable Area 5128.25 Director's House 1445.00 Professor's House 715.25 Tree House 861.00 Straw Bale House 1,895.25 Total Net Livable Area 4916.50 TOTAL 10,044.75 100 PUPPY SMITH ST - ACES Pole Barn Existing Net Area Main Level 716.50 Total 716.50 100 PUPPY SMITH ST - ACES SCALE: 1/4" = 1'-0"1 EXISTING PULL BARN MAIN LEVEL NET AREA PLAN PULL BARN Exhibit E- ACES Application 280 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-033 PH EXISTING NET AREA CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 1 1 A A 3 3 4 4 C C D D B B 2 2 715.25 sq ft 54.50 sq ft The calculation of net leasable area and net livable area shall include all interior space of a building measured from interior wall to interior wall, including interior partitions. Net leasable area and net livable area shall be attributed to the lot or parcel upon which it is developed. Net leasable area includes all interior areas which can be leased to an individual tenant with the exceptions noted below. Net livable area includes those areas of a building that are used or intended to be used for habitation with the exceptions noted below. Garages and carports are exempt from net leasable area and net livable area calculations. (1) Permanently installed interior airlock spaces are exempt from the calculation of net leasable space up to a maximum exemption of one hundred (100) square feet. Seasonal airlocks of more than ten (10) square feet, installed on the exterior of a building, shall be considered net leasable area and shall be subject to all requirements of the Land Use Code, including employee mitigation, prorated according to the portion of the year in which it is installed. (2) Unless specifically exempted through other provisions of this Title, outdoor displays, outdoor vending, and similar commercial activities located outside (not within a building) shall also be included in the calculation of net leasable area. The calculation of such area shall be the maximum footprint of the display or vending apparatus. For vending carts or similar commercial activities requiring an attendant, the calculation shall also include a reasonable amount of space for the attendant. Exterior decks and exterior seating are not included in the calculation of net leasable area. Vending machines, gas pumps, and similar devices without an attendant shall not be considered net leasable area. The calculation of net leasable area and net livable area shall exclude areas of a building that are integral to the basic physical function of the building. All other areas are attributed to the measurement of net leasable commercial space or net livable area. When calculating interior stairways or elevators, the top most interior level served by the stairway or elevator is exempt from net livable or net leasable area calculations. 26.575.020 - NET AREA DEF. NET AREA LEGEND INTERIOR BUILDING AREA EXTERIOR COVERED AREA GARAGE Total Existing Net Floor Area Building Net Area (SQ. FT.) Visitors Center 3825.75 Bird of Prey 586.00 Pull Barn 716.50 Total Net Leaseable Area 5128.25 Director's House 1445.00 Professor's House 715.25 Tree House 861.00 Straw Bale House 1,895.25 Total Net Livable Area 4916.50 TOTAL 10,044.75 100 PUPPY SMITH ST - ACES Professor's House Existing Net Area Main Level 715.25 Total 715.25 100 PUPPY SMITH ST - ACES SCALE: 1/4" = 1'-0"1 EXISTING PROFESSORS HOUSE MAIN LEVEL NET AREA PLAN PROFESSORS HOUSE Exhibit E- ACES Application 281 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-034 TH EXISTING NET AREA CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 The calculation of net leasable area and net livable area shall include all interior space of a building measured from interior wall to interior wall, including interior partitions. Net leasable area and net livable area shall be attributed to the lot or parcel upon which it is developed. Net leasable area includes all interior areas which can be leased to an individual tenant with the exceptions noted below. Net livable area includes those areas of a building that are used or intended to be used for habitation with the exceptions noted below. Garages and carports are exempt from net leasable area and net livable area calculations. (1) Permanently installed interior airlock spaces are exempt from the calculation of net leasable space up to a maximum exemption of one hundred (100) square feet. Seasonal airlocks of more than ten (10) square feet, installed on the exterior of a building, shall be considered net leasable area and shall be subject to all requirements of the Land Use Code, including employee mitigation, prorated according to the portion of the year in which it is installed. (2) Unless specifically exempted through other provisions of this Title, outdoor displays, outdoor vending, and similar commercial activities located outside (not within a building) shall also be included in the calculation of net leasable area. The calculation of such area shall be the maximum footprint of the display or vending apparatus. For vending carts or similar commercial activities requiring an attendant, the calculation shall also include a reasonable amount of space for the attendant. Exterior decks and exterior seating are not included in the calculation of net leasable area. Vending machines, gas pumps, and similar devices without an attendant shall not be considered net leasable area. The calculation of net leasable area and net livable area shall exclude areas of a building that are integral to the basic physical function of the building. All other areas are attributed to the measurement of net leasable commercial space or net livable area. When calculating interior stairways or elevators, the top most interior level served by the stairway or elevator is exempt from net livable or net leasable area calculations. 26.575.020 - NET AREA DEF. NET AREA LEGEND INTERIOR BUILDING AREA EXTERIOR COVERED AREA GARAGE 2 2 AA BB CC DD EE 1 1 5 5 3 3 4 4 289.50 sq ft 2 2 AA BB CC DD EE 1 1 5 5 3 3 4 4 285.75 sq ft 2 2 AA BB CC DD EE 1 1 5 5 3 3 4 4 285.75 sq ft Total Existing Net Floor Area Building Net Area (SQ. FT.) Visitors Center 3825.75 Bird of Prey 586.00 Pull Barn 716.50 Total Net Leaseable Area 5128.25 Director's House 1445.00 Professor's House 715.25 Tree House 861.00 Straw Bale House 1,895.25 Total Net Livable Area 4916.50 TOTAL 10,044.75 100 PUPPY SMITH ST - ACES Tree House Existing Net Area Lower Level 289.50 Main Level 285.75 Upper Level 285.75 Total 861.00 100 PUPPY SMITH ST - ACES SCALE: 1/4" = 1'-0"1 EXISTING TREE HOUSE LOWER LEVEL NET AREA PLAN SCALE: 1/4" = 1'-0"2 EXISTING TREE HOUSE MAIN LEVEL NET AREA PLAN SCALE: 1/4" = 1'-0"3 EXISTING TREE HOUSE UPPER LEVEL NET AREA PLAN TREE HOUSE Exhibit E- ACES Application 282 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-035 SBH EXISTING NET AREA CALCULATIONS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 The calculation of net leasable area and net livable area shall include all interior space of a building measured from interior wall to interior wall, including interior partitions. Net leasable area and net livable area shall be attributed to the lot or parcel upon which it is developed. Net leasable area includes all interior areas which can be leased to an individual tenant with the exceptions noted below. Net livable area includes those areas of a building that are used or intended to be used for habitation with the exceptions noted below. Garages and carports are exempt from net leasable area and net livable area calculations. (1) Permanently installed interior airlock spaces are exempt from the calculation of net leasable space up to a maximum exemption of one hundred (100) square feet. Seasonal airlocks of more than ten (10) square feet, installed on the exterior of a building, shall be considered net leasable area and shall be subject to all requirements of the Land Use Code, including employee mitigation, prorated according to the portion of the year in which it is installed. (2) Unless specifically exempted through other provisions of this Title, outdoor displays, outdoor vending, and similar commercial activities located outside (not within a building) shall also be included in the calculation of net leasable area. The calculation of such area shall be the maximum footprint of the display or vending apparatus. For vending carts or similar commercial activities requiring an attendant, the calculation shall also include a reasonable amount of space for the attendant. Exterior decks and exterior seating are not included in the calculation of net leasable area. Vending machines, gas pumps, and similar devices without an attendant shall not be considered net leasable area. The calculation of net leasable area and net livable area shall exclude areas of a building that are integral to the basic physical function of the building. All other areas are attributed to the measurement of net leasable commercial space or net livable area. When calculating interior stairways or elevators, the top most interior level served by the stairway or elevator is exempt from net livable or net leasable area calculations. 26.575.020 - NET AREA DEF. NET AREA LEGEND INTERIOR BUILDING AREA EXTERIOR COVERED AREA GARAGE Total Existing Net Floor Area Building Net Area (SQ. FT.) Visitors Center 3825.75 Bird of Prey 586.00 Pull Barn 716.50 Total Net Leaseable Area 5128.25 Director's House 1445.00 Professor's House 715.25 Tree House 861.00 Straw Bale House 1,895.25 Total Net Livable Area 4916.50 TOTAL 10,044.75 100 PUPPY SMITH ST - ACES Straw Bale House Existing Net Area Lower Level 820.50 Main Level 776.25 Upper Level 298.50 Total 1895.25 100 PUPPY SMITH ST - ACES 2 2 AA BB CC DD 1 1 3 3 820.50 sq ft 2 2 AA BB CC DD 1 1 3 3 776.25 sq ft 2 2 AA BB CC DD 1 1 3 3 298.50 sq ft SCALE: 1/8" = 1'-0"1 EXISTING STRAW BALE HOUSE LOWER LEVEL NET AREA PLAN SCALE: 1/8" = 1'-0"2 EXISTING STRAW BALE HOUSE MAIN LEVEL NET AREA PLAN SCALE: 1/8" = 1'-0"3 EXISTING STRAW BALE HOUSE UPPER LEVEL NET AREA PLAN STRAW BALE HOUSE Exhibit E- ACES Application 283 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-101X VC EXISTING MAIN LEVEL 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND AA 6 6 CC BB 7 7 5 5 4 4 2 2 DD EE FF 3 3 1 1 8 8 GG 7'-113/8"33'-01/4"8'-0"27'-63/4"76'-63/8"76'-63/8"7'-113/8"32'-95/8"8'-51/4"27'-41/8"68'-51/8" 5'-113/8"13'-111/4"27'-13/4"12'-113/4"8'-5" 68'-51/8" 5'-113/8"7'-0"6'-105/8"40'-21/8"8'-5" B Z-201X A Z-201XC Z-202X D Z-202X GRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO CENTER OFEXISTING COLUMNGRIDLINE TO CENTER OFEXISTING COLUMNGRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO CENTER OF EXISTING COLUMN GRIDLINE TO CENTER OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO CENTER OF EXISTING COLUMN LAB 105 LIBRARY 106 BATH 103 BATH 102 MAIN HALL 101 LECTURE HALL / CLASSROOM 107 UTILITY 104 CLOSET 109 STORAGE 108 CLO 110 UP UP N 0 4'8'12'SCALE: 3/16" = 1'-0"1 EXISTING VISITORS CENTER MAIN LEVEL VISITORS CENTER Exhibit E- ACES Application 284 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-102X VC EXISTING UPPER LEVEL 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND AA 6 6 CC BB 7 7 5 5 4 4 2 2 DD EE FF 3 3 1 1 8 8 GG B Z-201X A Z-201XC Z-202X D Z-202X 71'-63/8" 1'-51/4" 68'-51/8"1'-8" 5'-113/8"7'-0"6'-111/4"27'-13/4"7'-13/4"5'-10"8'-5" 40'-35/8"79'-43/4"1'-31/8"76'-63/8"1'-71/4"3'-7"23'-91/8"8'-51/4"6'-31/8"26'-61/2"7'-113/8"71'-63/8" 5'-113/8"7'-0"6'-111/4"27'-13/4"7'-13/4"5'-10"8'-5" 40'-11/2" 1'-51/4"68'-51/8"1'-8"79'-43/4"1'-31/8"76'-63/8"1'-71/4"3'-7"23'-91/8"8'-51/4"6'-31/8"26'-61/2"7'-113/8"GRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO CENTER OFEXISTING COLUMNGRIDLINE TO CENTER OFEXISTING COLUMNGRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO CENTER OF EXISTING COLUMN GRIDLINE TO CENTER OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO CENTER OF EXISTING COLUMN GRIDLINE TO OUTSIDE OFPROPOSED STRUCTUREDN CENTER HALL 202 BATH 209 KITCHEN 201 CONFERENCE 206 OFFICE 208 OFFICE 207 OFFICE 205 OFFICE 204 OFFICE 203 N 0 4'8'12'SCALE: 3/16" = 1'-0"1 EXISTING VISITORS CENTER UPPER LEVEL VISITORS CENTER Exhibit E- ACES Application 285 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-103X VC EXISTING ROOF PLAN 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies AA 6 6 CC BB 7 7 5 5 4 4 2 2 DD EE FF 3 3 1 1 8 8 GG B Z-201X A Z-201XC Z-202X D Z-202X 71'-63/8"79'-43/4"79'-43/4"71'-63/8" 3'-0"1'-0"GRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO CENTER OFEXISTING COLUMNGRIDLINE TO CENTER OFEXISTING COLUMNGRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO CENTER OF EXISTING COLUMN GRIDLINE TO CENTER OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO CENTER OF EXISTING COLUMN GRIDLINE TO OUTSIDE OFPROPOSED STRUCTUREEXISTING SLOPED SHINGLE ROOF EXISTING FLAT ROOF (TPO + GRAVEL) EXISTING METAL ROOF ROOF LEGEND TO BE DEMOLISHED NEW SLOPED SHINGLE ROOF EXISTING METAL ROOF N 0 4'8'12'SCALE: 3/16" = 1'-0"1 EXISTING VISITORS CENTER ROOF LEVEL VISITORS CENTER Exhibit E- ACES Application 286 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-104X BOP EXISTING MAIN LEVEL 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies 24'-71/4"28'-8"24'-71/4"28'-8"7'-101/4"16'-9"4'-1"3'-11"12'-81/2"7'-111/2"12'-2"5'-01/4"11'-53/4"7'-101/4"8'-41/2"8'-41/2" 100'-0" F.F.C Z-204X B Z-203X A Z-203X D Z-204X 11 10 UP ENTRY 101 STORAGE 2 105 STORAGE 1 106 AVIARY 1 102 AVIARY 2 103 AVIARY 3 104 1 1 2 2 3 3 4 4 AA BB CC DD EE EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND N 0 2'4'6'SCALE: 3/8" = 1'-0"1 EXISTING BIRD OF PREY MAIN LEVEL BIRD OF PREY Exhibit E- ACES Application 287 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-105X BOP EXISTING UPPER LEVEL 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies C Z-204X B Z-203X A Z-203X D Z-204X 3'-103/4"12'-83/4"4'-43/8"7'-101/2"16'-9"20'-117/8"7'-101/2"8'-41/2"8'-41/2" 24'-71/2"20'-117/8"24'-71/2"20'-117/8"108'-107/8" F.F. 10 7 GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING FINISH GRIDLINE TO FACE OF EXISTING FINISH GRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FINISH OFEXISTING STRUCTUREDN LOFT 201 CLO 202 1 1 2 2 3 3 4 4 AA BB CC DD EE EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND EXISTING SLOPED SHINGLE ROOF EXISTING FLAT ROOF (TPO + GRAVEL) EXISTING METAL ROOF ROOF LEGEND TO BE DEMOLISHED NEW SLOPED SHINGLE ROOF EXISTING METAL ROOF N 0 2'4'6'SCALE: 3/8" = 1'-0"1 EXISTING BIRD OF PREY UPPER LEVEL BIRD OF PREY Exhibit E- ACES Application 288 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-106X BOP EXISTING ROOF LEVEL 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies C Z-204X B Z-203X A Z-203X D Z-204X 12:1212:1212:1212:12GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING FINISH GRIDLINE TO FACE OF EXISTING FINISH GRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FINISH OFEXISTING STRUCTURE1 1 2 2 3 3 4 4 AA BB CC DD EE 7 9 EXISTING SLOPED SHINGLE ROOF EXISTING FLAT ROOF (TPO + GRAVEL) EXISTING METAL ROOF ROOF LEGEND TO BE DEMOLISHED NEW SLOPED SHINGLE ROOF EXISTING METAL ROOF N 0 2'4'6'SCALE: 3/8" = 1'-0"1 EXISTING BIRD OF PREY ROOF PLAN BIRD OF PREY Exhibit E- ACES Application 289 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-107X DH EXSTING MAIN LEVEL 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 DW 65'-7"32'-0"65'-7"32'-0"10'-3"20'-3"1'-6"12'-6"35'-0"18'-1"6'-2"12'-6"11'-10"1'-6"6'-2"31'-71/2"13'-0"14'-91/2" B Z-205X D Z-205X C Z-205X A Z-205X BATH 108 BATH 111 BEDROOM 110 BEDROOM 109 BEDROOM 106 CLOSET 112 CLO 105 ENTRY 101 KITCHEN 104 DINING ROOM 103 LIVING ROOM 102 LAUNDRY 107 1 1 AA 6 6 7 7 BB CC DD 3 3 4 4 5 5 EE FF 2 2 SCALE: 1/4" = 1'-0"1 EXISTING DIRECTORS HOUSE MAIN LEVEL PLAN DIRECTORS HOUSE Exhibit E- ACES Application 290 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-108X DH EXISTING ROOF PLAN 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 B Z-205X D Z-205X C Z-205X A Z-205X 67'-9"35'-0"67'-9"35'-0"8:12 8:12 1 1 AA 6 6 7 7 BB CC DD 3 3 4 4 5 5 EE FF 2 2 8:12 8:12 8:12 8:12 8:12 3.75:12 1:12 8:12 SCALE: 1/4" = 1'-0"1 EXISTING DIRECTORS HOUSE MAIN LEVEL PLAN DIRECTORS HOUSE Exhibit E- ACES Application 291 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-109X PB EXISTING PLANS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 1 1 AA 2 2 BB 24'-7"32'-7"24'-7"32'-7"B Z-206X D Z-206X C Z-206X A Z-206X 1 1 AA 2 2 BB B Z-206X D Z-206X C Z-206X A Z-206X 29'-6"35'-6"35'-6"29'-6" 8:12 8:12 8:12 8:12 SCALE: 1/4" = 1'-0"1 EXISTING PULL BARN MAIN LEVEL PLAN SCALE: 1/4" = 1'-0"2 EXISTING PULL BARN ROOF PLAN PULL BARN Exhibit E- ACES Application 292 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-110X PH EXISTING PLANS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 1 1 A A 3 3 4 4 C C D D25'-31/2"35'-6" 35'-6"25'-31/2"12'-11"9'-113/4"2'-43/4"17'-6"13'-0"5'-0" B Z-207X D Z-207X C Z-207X A Z-207X LIVING ROOM 101 KITCHEN 102 BEDROOM 105 BATH 104 CLOSET 106 BEDROOM 103 LAUNDRY 107 MECH 108 B B 2 2 1 1 A A 3 3 4 4 C C D D B Z-207X D Z-207X C Z-207X A Z-207X 35'-6"25'-31/2"35'-6"25'-31/2"12:12 12:12 12:12 12:12 4.5:1212:1212:123:12 B B 2 2 SCALE: 1/4" = 1'-0"1 EXISTING PROFESSORS HOUSE MAIN LEVEL PLAN SCALE: 1/4" = 1'-0"2 EXISTING PROFESSORS HOUSE ROOF PLAN PROFESSORS HOUSE Exhibit E- ACES Application 293 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-111X TH EXISTING PLANS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 F 2 2 AA BB CC DD EE 1 1 5 5 3 3 18'-41/2"24'-75/8"24'-75/8"18'-41/2" 2'-01/2"16'-4"11'-1"9'-4"4'-25/8"2'-1"14'-4"1'-111/2"6'-01/2"14'-41/2"4'-25/8"UP BATH 002 CLOSET 003 STUDIO 001 B Z-208X A Z-208X D Z-208X C Z-208X 4 4 2 2 AA BB CC DD EE 1 1 5 5 3 3 F 18'-41/2"24'-6"18'-41/2"24'-6"6'-01/2"14'-51/2"4'-0"2'-01/2"3'-101/2"12'-51/2"11'-1"9'-35/8"4'-13/8"2'-1"14'-4"1'-111/2" B Z-208X A Z-208X D Z-208X C Z-208X UP UP BATH 102 CLOSET 103 STUDIO 101 4 4 2 2 AA BB CC DD EE 1 1 5 5 3 3 F B Z-208X A Z-208X D Z-208X C Z-208X 18'-41/2"24'-6"18'-41/2"24'-6"2'-01/2"3'-101/2"12'-51/2"11'-1"9'-4"4'-1"6'-01/2"14'-51/2"4'-0"2'-1"14'-4"1'-111/2" UP BATH 202 CLOSET 203 STUDIO 201 4 4 2 2 AA BB CC DD EE 1 1 5 5 3 3 B Z-208X A Z-208X D Z-208X C Z-208X 30'-113/4"25'-11/2"30'-113/4"25'-11/2" 4 4 SCALE: 1/4" = 1'-0"1 EXISTING TREE HOUSE LOWER LEVEL PLAN SCALE: 1/4" = 1'-0"2 EXISTING TREE HOUSE MAIN LEVEL PLAN SCALE: 1/4" = 1'-0"3 EXISTING TREE HOUSE UPPER LEVEL PLAN SCALE: 1/4" = 1'-0"4 EXISTING TREE HOUSE ROOF PLAN TREE HOUSE Exhibit E- ACES Application 294 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-112X SBH EXISTING LOWER LEVEL 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 39'-23/4" 13'-11/2"11'-51/4"14'-8"32'-61/2"8'-01/2"24'-6"39'-23/4" 22'-91/4"16'-51/2"32'-61/2"26'-1"3'-21/2"3'-3"UP UP LAUNDRY ROOM 002 ENTRY 001 BED ROOM 003 STORAGE 005 STORAGE 004 STORAGE 006 B Z-209X D Z-209X C Z-209X A Z-209X 2 2 AA BB CC DD 1 1 3 3 SCALE: 1/4" = 1'-0"1 EXISTING STRAW BALE HOUSE LOWER LEVEL PLAN STRAW BALE HOUSE Exhibit E- ACES Application 295 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-113X SBH EXISTING MAIN LEVEL 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 F F 39'-23/4"32'-61/2"32'-61/2"13'-11/2"11'-51/4"14'-8"8'-01/2"24'-6"22'-91/4"16'-51/2"26'-1"3'-21/2"3'-3"2'-81/4"7'-0"13'-1"3'-21/2"10'-0"3'-3"2'-01/2"6'-0"39'-23/4" B Z-209X D Z-209X C Z-209X A Z-209X UP DN UP UP KITCHEN 106 KITCHEN 105 LIVING ROOM 107 LIVING ROOM 104 ENTRY 101 BATH 102 BEDROOM 103 2 2 AA BB CC DD 1 1 3 3 DN SCALE: 1/4" = 1'-0"1 EXISTING STRAW BALE HOUSE LOWER LEVEL PLAN STRAW BALE HOUSE Exhibit E- ACES Application 296 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-114X SBH EXISTING UPPER LEVEL 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 B Z-209X D Z-209X C Z-209X A Z-209X 39'-23/4"32'-61/2"39'-23/4"32'-61/2"22'-91/4"16'-51/2"8'-01/2"24'-6"22'-91/4"16'-51/2"26'-1"6'-51/2"12:12 12:12 12:12 12:12 3:12 3:12 DN BATH 203 BEDROOM 201 CLOSET 202 2 2 AA BB CC DD 1 1 3 3 SCALE: 1/4" = 1'-0"1 EXISTING STRAW BALE HOUSE UPPER LEVEL PLAN STRAW BALE HOUSE Exhibit E- ACES Application 297 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-115X SBH EXISTING ROOF LEVEL 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 B Z-209X D Z-209X C Z-209X A Z-209X 32'-61/2"8'-01/2"24'-6"39'-23/4" 13'-11/2"11'-51/4"14'-8"32'-61/2"26'-1"3'-21/2"3'-3"39'-23/4" 22'-91/4"16'-51/2" 12:12 12:12 12:12 12:12 12:12 12:12 12:12 12:12 3:12 3:12 2 2 AA BB CC DD 1 1 3 3 SCALE: 1/4" = 1'-0"1 EXISTING STRAW BALE HOUSE ROOF PLAN STRAW BALE HOUSE Exhibit E- ACES Application 298 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-101 VC PROPOSED MAIN LEVEL 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND 107 A A 107 A B 107 A C 101 111 A AA 6 6 CC BB 7 7 5 5 4 4 2 2 DD EE FF 3 3 1 1 8 8 GG 9 9 7'-113/8"33'-01/4"8'-0"27'-63/4"76'-63/8"76'-63/8"7'-113/8"32'-95/8"8'-51/4"27'-41/8"68'-51/8" 5'-113/8"13'-111/4"27'-13/4"12'-113/4"8'-5" 68'-51/8" 5'-113/8"7'-0"6'-105/8"40'-21/8"8'-5" 16'-0" 4'-111/4"3'-113/8" 51/2" 6'-77/8"26'-6"51/2"16'-101/2"51/2"8'-3"51/2"B Z-201 A Z-201C Z-202 D Z-202 GRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO CENTER OFEXISTING COLUMNGRIDLINE TO CENTER OFEXISTING COLUMNGRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO CENTER OF EXISTING COLUMN GRIDLINE TO CENTER OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO CENTER OF EXISTING COLUMN GRIDLINE TO OUTSIDE OFPROPOSED STRUCTURELAB 105 LIBRARY 106 BATH 103 BATH 102 MAIN HALL 101 LECTURE HALL / CLASSROOM 107 UTILITY 104 CHAIR STORAGE 108 EVENT STORAGE 109 SMALL LECTURE HALL 107 A STORAGE 110 AV / IT CLOSET 111 N 0 4'8'12'SCALE: 3/16" = 1'-0"1 PROPOSED VISITORS CENTER MAIN LEVEL PLAN VISITORS CENTER Exhibit E- ACES Application 299 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-102 VC PROPOSED UPPER LEVEL 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND 201 202 X 210 206207209205203204 AA 6 6 CC BB 7 7 5 5 4 4 2 2 DD EE FF 3 3 1 1 8 8 GG 9 9 B Z-201 A Z-201C Z-202 D Z-202 71'-63/8" 1'-51/4" 68'-51/8"1'-8" 5'-113/8"7'-0"6'-111/4"27'-13/4"7'-13/4"5'-10"8'-5" 40'-35/8"79'-43/4"1'-31/8"76'-63/8"1'-71/4"3'-7"23'-91/8"8'-51/4"6'-31/8"26'-61/2"7'-113/8"71'-63/8" 5'-113/8"7'-0"6'-111/4"27'-13/4"7'-13/4"5'-10"8'-5" 40'-11/2" 1'-51/4"68'-51/8"1'-8"79'-43/4"1'-31/8"76'-63/8"1'-71/4"3'-7"23'-91/8"8'-51/4"6'-31/8"26'-61/2"7'-113/8"51/2"3'-6"51/2"13'-53/4"31/2"7'-101/4"51/2"16'-0"31/2" 7'-23/8" 51/2" 11'-61/8" 31/2" 11'-9" 31/2" 9'-51/2" 31/2" 7'-81/4" 31/2" 13'-81/4"51/2" 51/2" 28'-101/8" 31/2" 9'-0" 31/2" 10'-0" 31/2" 6'-61/2" 51/2"7'-85/8"31/2"9'-41/2"31/2"7'-95/8"GRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO CENTER OFEXISTING COLUMNGRIDLINE TO CENTER OFEXISTING COLUMNGRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO CENTER OF EXISTING COLUMN GRIDLINE TO CENTER OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO CENTER OF EXISTING COLUMN GRIDLINE TO OUTSIDE OFPROPOSED STRUCTUREBATH 209 KITCHENETTE 202 OFFICE 203 OFFICE 204 OFFICE 205 OFFICE 206 OFFICE 207 OFFICE 208 OPEN OFFICE 201 N 0 4'8'12'SCALE: 3/16" = 1'-0"1 PROPOSED VISITORS CENTER UPPER LEVEL PLAN VISITORS CENTER Exhibit E- ACES Application 300 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-103 VC ROPOSED ROOF PLAN 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies AA 6 6 CC BB 7 7 5 5 4 4 2 2 DD EE FF 3 3 1 1 8 8 GG 9 9 B Z-201 A Z-201C Z-202 D Z-202 71'-63/8"79'-43/4"79'-43/4"71'-63/8" 19'-0" 1'-4" 3'-0"1'-0"GRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OFEXISTING STRUCTUREGRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO CENTER OFEXISTING COLUMNGRIDLINE TO CENTER OFEXISTING COLUMNGRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO CENTER OF EXISTING COLUMN GRIDLINE TO CENTER OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO FACE OF EXISTING STRUCTURE GRIDLINE TO CENTER OF EXISTING COLUMN GRIDLINE TO OUTSIDE OFPROPOSED STRUCTUREEXISTING SLOPED SHINGLE ROOF EXISTING FLAT ROOF (TPO + GRAVEL) EXISTING METAL ROOF ROOF LEGEND TO BE DEMOLISHED NEW SLOPED SHINGLE ROOF EXISTING METAL ROOF N 0 4'8'12'SCALE: 3/16" = 1'-0"1 PROPOSED VISITORS CENTER ROOF PLAN VISITORS CENTER Exhibit E- ACES Application 301 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-104 BOP PROPOSED MAIN LEVEL 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies 24'-71/4"28'-8"24'-71/4"4'-1"3'-11"12'-81/2"7'-101/4"16'-9"6'-7"7'-11/2"7'-23/8"7'-101/4"8'-41/2"8'-41/2"3'-7"3'-0" 100'-0" F.F. A Z-301 A Z-301 C Z-204 B Z-203 A Z-203 D Z-204 11 UP STORAGE 2 105 STORAGE 1 106 AVIARY 1 102 AVIARY 2 103 AVIARY 3 104 ENTRY 101 1 1 2 2 3 3 4 4 15R @ 6 3/4"14T@11"AA BB CC DD EE EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND N 0 2'4'6'SCALE: 3/8" = 1'-0"1 PROPOSED BIRD OF PREY MAIN LEVEL PLAN BIRD OF PREY Exhibit E- ACES Application 302 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-105 BOP PROPOSED UPPER LEVEL 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies 214 213 211 212 A Z-301 A Z-301 C Z-204 B Z-203 A Z-203 D Z-204 3'-103/4"12'-83/4"4'-43/8"6'-8"7'-11/2"7'-23/8"7'-101/2"16'-9"6'-7" 7'-101/2"8'-41/2"8'-41/2"3'-7"3'-0"20'-117/8"24'-71/2"20'-117/8"24'-71/2" 108'-107/8" F.F. 108'-93/8" T.O. DECK 13 10 GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING FINISH GRIDLINE TO FACE OF EXISTING FINISH GRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FINISH OFEXISTING STRUCTUREDN LOFT 201 1 1 2 2 3 3 4 4 AA BB CC DD EE 15R @ 6 3/4"14T@11"EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND EXISTING SLOPED SHINGLE ROOF EXISTING FLAT ROOF (TPO + GRAVEL) EXISTING METAL ROOF ROOF LEGEND TO BE DEMOLISHED NEW SLOPED SHINGLE ROOF EXISTING METAL ROOF 0 2'4'6'SCALE: 3/8" = 1'-0"1 PROPOSED BIRD OF PREY UPPER LEVEL PLAN BIRD OF PREY Exhibit E- ACES Application 303 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-106 BOP PROPOSED ROOF LEVEL 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies C Z-204X B Z-203X A Z-203X D Z-204X 4:124:1212:1212:129 12:1212:12GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING COLUMN GRIDLINE TO FACE OF EXISTING FINISH GRIDLINE TO FACE OF EXISTING FINISH GRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FACE OFEXISTING COLUMNGRIDLINE TO FINISH OFEXISTING STRUCTURE1 1 2 2 3 3 4 4 AA BB CC DD EE EXISTING SLOPED SHINGLE ROOF EXISTING FLAT ROOF (TPO + GRAVEL) EXISTING METAL ROOF ROOF LEGEND TO BE DEMOLISHED NEW SLOPED SHINGLE ROOF EXISTING METAL ROOF 0 2'4'6'SCALE: 3/8" = 1'-0"1 PROPOSED BIRD OF PREY ROOF PLAN BIRD OF PREY Exhibit E- ACES Application 304 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-201X VC EXISTING HEIGHTS 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies 612345 7 8 T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL T.O. F.F. @ 110'-1" EXISTING UPPER LEVEL T.O. RIDGE @ 127'-6 1/2" EXISTING RIDGE HEIGHT EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND CBA D E F G T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL T.O. F.F. @ 110'-1" EXISTING UPPER LEVEL T.O. RIDGE @ 127'-6 1/2" EXISTING RIDGE HEIGHT 9 12 12 12 12 12 9 12 12 12 12 12 T.O. F.F. @ 99'-0" EXISTING LECTURE HALL SCALE: 3/16" = 1'-0"B EXISTING VISITORS CENTER SOUTH ELEVATION 0 4'8'12'SCALE: 3/16" = 1'-0"A EXISTING VISITORS CENTER EAST ELEVATION VISITORS CENTER Exhibit E- ACES Application 305 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-202X VC EXISTING HEIGHTS 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies 8 7 6 5 4 3 2 1 T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL T.O. F.F. @ 110'-1" EXISTING UPPER LEVEL T.O. RIDGE @ 127'-6 1/2" EXISTING RIDGE HEIGHT 9 12 T.O. F.F. @ 99'-0" EXISTING LECTURE HALL F E D C B AG T.O. F.F. @ 110'-1" EXISTING UPPER LEVEL T.O. RIDGE @ 127'-6 1/2" EXISTING RIDGE HEIGHT 9 12 12 12 12 12 T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND SCALE: 3/16" = 1'-0"D EXISTING VISITORS CENTER NORTH ELEVATION 0 4'8'12'SCALE: 3/16" = 1'-0"C EXISTING VISITORS CENTER WEST ELEVATION VISITORS CENTER Exhibit E- ACES Application 306 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-203X BOP EXISTING HEIGHTS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 A B C D E T.O. RIDGE @ 121'-0 3/4" EXISTING RIDGE HEIGHT T.O. F.F. @ 108'-10 7/8" EXISTING UPPER LEVEL T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL 1 2 3 4 T.O. F.F. @ 108'-10 7/8" EXISTING UPPER LEVEL T.O. RIDGE @ 121'-0 3/4" EXISTING RIDGE HEIGHT T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL 0 2'4'6'SCALE: 3/8" = 1'-0"A EXISTING BIRD OF PREY EAST ELEVATION 0 2'4'6'SCALE: 3/8" = 1'-0"B EXISTING BIRD OF PREY SOUTH ELEVATION BIRD OF PREY Exhibit E- ACES Application 307 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-204X BOP EXISTING HEIGHTS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 E D C B A T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL T.O. F.F. @ 108'-10 7/8" EXISTING UPPER LEVEL T.O. RIDGE @ 121'-0 3/4" EXISTING RIDGE HEIGHT 4 3 2 1 T.O. F.F. @ 108'-10 7/8" EXISTING UPPER LEVEL T.O. RIDGE @ 121'-0 3/4" EXISTING RIDGE HEIGHT T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL 0 2'4'6'SCALE: 3/8" = 1'-0"C EXISTING BIRD OF PREY NORTH ELEVATION 0 2'4'6'SCALE: 3/8" = 1'-0"D EXISTING BIRD OF PREY WEST ELEVATION BIRD OF PREY Exhibit E- ACES Application 308 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-205X DH EXISTING HEIGHTS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 A B C D E F T.O. RIDGE @ 117'-5 1/4" EXISTING RIDGE HEIGHT T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL 1 3 5 6 7 T.O. RIDGE @ 117'-5 1/4" EXISTING RIDGE HEIGHT 2 4 T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL F E D C B A T.O. RIDGE @ 117'-5 1/4" EXISTING RIDGE HEIGHT T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL 7 6 5 4 3 2 1 T.O. RIDGE @ 117'-5 1/4" EXISTING RIDGE HEIGHT T.O. F.F. @ 97'-7 3/16" EXISTING MAIN LEVEL 0 2'4'8'SCALE: 1/4" = 1'-0"A EXISTING DIRECTORS HOUSE EAST ELEVATION 0 2'4'8'SCALE: 1/4" = 1'-0"B EXISTING DIRECTORS HOUSE SOUTH ELEVATION 0 2'4'8'SCALE: 1/4" = 1'-0"C EXISTING DIRECTORS HOUSE WEST ELEVATION 0 2'4'8'SCALE: 1/4" = 1'-0"D EXISTING DIRECTORS HOUSE NORTH ELEVATION DIRECTORS HOUSE Exhibit E- ACES Application 309 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-206X PB EXISTING HEIGHTS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 A B T.O. RIDGE @ 117'-7 1/4" EXISTING RIDGE HEIGHT T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL 1 2 T.O. RIDGE @ 117'-7 1/4" EXISTING RIDGE HEIGHT T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL B A T.O. RIDGE @ 117'-7 1/4" EXISTING RIDGE HEIGHT T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL 2 1 T.O. RIDGE @ 117'-7 1/4" EXISTING RIDGE HEIGHT T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL 0 2'4'8'SCALE: 1/4" = 1'-0"A EXISTING PULL BARN EAST ELEVATION 0 2'4'8'SCALE: 1/4" = 1'-0"B EXISTING PULL BARN SOUTH ELEVATION 0 2'4'8'SCALE: 1/4" = 1'-0"C EXISTING PULL BARN WEST ELEVATION 0 2'4'8'SCALE: 1/4" = 1'-0"D EXISTING PULL BARN NORTH ELEVATION PULL BARN Exhibit E- ACES Application 310 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-207X PH EXISTING HEIGHTS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 A B C D T.O. RIDGE @ 115'-4 1/4" EXISTING RIDGE HEIGHT T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL D C B A T.O. RIDGE @ 115'-4 1/4" EXISTING RIDGE HEIGHT T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL 4 3 2 1 T.O. RIDGE @ 115'-4 1/4" EXISTING RIDGE HEIGHT T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL 1 2 3 4 T.O. RIDGE @ 115'-4 1/4" EXISTING RIDGE HEIGHT T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL 0 2'4'8'SCALE: 1/4" = 1'-0"A EXISTING PROFESSORS HOUSE EAST ELEVATION 0 2'4'8'SCALE: 1/4" = 1'-0"C EXISTING PROFESSORS HOUSE WEST ELEVATION 0 2'4'8'SCALE: 1/4" = 1'-0"D EXISTING PROFESSORS HOUSE NORTH ELEVATION 0 2'4'8'SCALE: 1/4" = 1'-0"B EXISTING PROFESSORS HOUSE SOUTH ELEVATION PROFESSORS HOUSE Exhibit E- ACES Application 311 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-208X TH EXISTING HIEGHTS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 T.O. PLY @ 100'-0" EXISTING MAIN LEVEL T.O. PLY @ 109'-4" EXISTING UPPER LEVEL T.O. RIDGE @ 124'-7 3/16" EXISTING RIDGE HEIGHT 12 12 12 12 T.O. SLAB @ 90'-8" EXISTING BASEMENT LEVEL A B C D E T.O. PLY @ 100'-0" EXISTING MAIN LEVEL T.O. PLY @ 109'-4" EXISTING UPPER LEVEL T.O. RIDGE @ 124'-7 3/16" EXISTING RIDGE HEIGHT 12 12 T.O. SLAB @ 90'-8" EXISTING BASEMENT LEVEL 1 2 3 4 5 T.O. PLY @ 100'-0" EXISTING MAIN LEVEL T.O. PLY @ 109'-4" EXISTING UPPER LEVEL T.O. RIDGE @ 124'-7 3/16" EXISTING RIDGE HEIGHT 12 12 4 12 T.O. SLAB @ 90'-8" EXISTING BASEMENT LEVEL 5 4 3 2 1 T.O. PLY @ 100'-0" EXISTING MAIN LEVEL T.O. PLY @ 109'-4" EXISTING UPPER LEVEL T.O. RIDGE @ 124'-7 3/16" EXISTING RIDGE HEIGHT T.O. SLAB @ 90'-8" EXISTING BASEMENT LEVEL E D C B A 0 2'4'8'SCALE: 1/4" = 1'-0"A EXISTING TREE HOUSE EAST ELEVATION 0 2'4'8'SCALE: 1/4" = 1'-0"B EXISTING TREE HOUSE SOUTH ELEVATION 0 2'4'8'SCALE: 1/4" = 1'-0"D EXISTING TREE HOUSE NORTH ELEVATION 0 2'4'8'SCALE: 1/4" = 1'-0"C EXISTING TREE HOUSE WEST ELEVATION TREE HOUSE Exhibit E- ACES Application 312 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-209X SBH EXISTING HEIGHTS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 A B C D T.O. SLAB @ 100'-2" EXISTING MAIN LEVEL T.O. PLY @ 109'-4 3/4" EXISTING UPPER LEVEL T.O. RIDGE @ 116'-1 1/16" EXISTING RIDGE HEIGHT T.O. RIDGE @ 120'-2 7/8" EXISTING RIDGE HEIGHT 3 12 T.O. SLAB @ 90'-10" EXISTING BASEMENT LEVEL 1 2 3 T.O. SLAB @ 100'-2" EXISTING MAIN LEVEL T.O. PLY @ 109'-4 3/4" EXISTING UPPER LEVEL T.O. RIDGE @ 120'-2 7/8" EXISTING RIDGE HEIGHT 12 12 12 12 T.O. SLAB @ 90'-10" EXISTING BASEMENT LEVEL D C B A T.O. SLAB @ 100'-2" EXISTING MAIN LEVEL T.O. PLY @ 109'-4 3/4" EXISTING UPPER LEVEL T.O. RIDGE @ 116'-1 1/16" EXISTING RIDGE HEIGHT T.O. RIDGE @ 120'-2 7/8" EXISTING RIDGE HEIGHT T.O. SLAB @ 90'-10" EXISTING BASEMENT LEVEL 3 2 1 T.O. SLAB @ 100'-2" EXISTING MAIN LEVEL T.O. PLY @ 109'-4 3/4" EXISTING UPPER LEVEL T.O. RIDGE @ 116'-0" EXISTING RIDGE HEIGHT T.O. RIDGE @ 120'-2 7/8" EXISTING RIDGE HEIGHT 12 12 12 12 0 2'4'8'SCALE: 1/4" = 1'-0"A EXISTING STRAW BALE HOUSE EAST ELEVATION 0 2'4'8'SCALE: 1/4" = 1'-0"B EXISTING STRAW BALE HOUSE SOUTH ELEVATION 0 2'4'8'SCALE: 1/4" = 1'-0"C EXISTING STRAW BALE HOUSE WEST ELEVATION 0 2'4'8'SCALE: 1/4" = 1'-0"D EXISTING STRAW BALE HOUSE NORTH ELEVATION STRAW BALE HOUSE Exhibit E- ACES Application 313 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-201 VC PROPOSED HEIGHTS 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies 612345 7 8 9 T.O. F.F. @ 110'-1" EXISTING UPPER LEVEL T.O. RIDGE @ 127'-6 1/2" EXISTING RIDGE HEIGHT T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND CBA D E F G T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL T.O. F.F. @ 110'-1" EXISTING UPPER LEVEL T.O. RIDGE @ 127'-6 1/2" EXISTING RIDGE HEIGHT 9 12 12 12 12 12 9 12 12 12 12 12 T.O. F.F. @ 99'-0" EXISTING LECTURE HALL SCALE: 3/16" = 1'-0"B PROPOSED VISITORS CENTER SOUTH ELEVATION 0 4'8'12'SCALE: 3/16" = 1'-0"A PROPOSED VISITORS CENTER EAST ELEVATION VISITORS CENTER Exhibit E- ACES Application 314 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PROPOSED GRADE EXISTING GRADE KEYNOTES NEW DECK EXISTING DECK EXISTING ELECTRIC METER NEW ELECTRIC METER GUTTER DOWNSPOUT SNOW STOPS / SNOW FENCE EXISTING LAP SIDING NEW LAP SIDING LINE OF WALL BELOW EXISTING SKYLIGHT TO BE REMOVED NEW SKYLIGHT NEW PATIO EXISTING PATIO LINE OF ROOF ABOVE NEW OPEN TREAD STEEL STAIRS LINE OF DECK AND STAIRS ABOVE BUILT-IN MILLWORK EXISTING ELECTRIC VAULT NEW ELECTRIC VAULT EXISTING ELECTRIC TRANSFORMER NEW ELECTRIC TRANSFORMER NEW ROOF NEW STONE PAVERS EXISTING GUARD TO REMAIN COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-202 VC PROPOSED HEIGHTS 4/14/21 BL MB 2009.00 FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies 9 8 7 6 5 4 3 2 1 T.O. F.F. @ 110'-1" EXISTING UPPER LEVEL T.O. RIDGE @ 127'-6 1/2" EXISTING RIDGE HEIGHT 9 12 T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL T.O. F.F. @ 99'-0" EXISTING LECTURE HALL F E D C B AG T.O. F.F. @ 110'-1" EXISTING UPPER LEVEL T.O. RIDGE @ 127'-6 1/2" EXISTING RIDGE HEIGHT 9 12 12 12 12 12 T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL EXISTING TO REMAIN TO BE DEMOLISHED NEW WALL WALL LEGEND SCALE: 3/16" = 1'-0"D PROPOSED VISITORS CENTER NORTH ELEVATION 0 4'8'12'SCALE: 3/16" = 1'-0"C PROPOSED VISITORS CENTER WEST ELEVATION VISITORS CENTER Exhibit E- ACES Application 315 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-203 BOP PROPOSED HEIGHTS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 A B C D E T.O. RIDGE @ 121'-0 3/4" EXISTING RIDGE HEIGHT T.O. F.F. @ 108'-10 7/8" EXISTING UPPER LEVEL T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL 1 2 3 4 T.O. F.F. @ 108'-10 7/8" EXISTING UPPER LEVEL T.O. RIDGE @ 121'-0 3/4" EXISTING RIDGE HEIGHT T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL 0 2'4'6'SCALE: 3/8" = 1'-0"A PROPOSED BIRD OF PREY EAST ELEVATION 0 2'4'6'SCALE: 3/8" = 1'-0"B PROPOSED BIRD OF PREY SOUTH ELEVATION BIRD OF PREY Exhibit E- ACES Application 316 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-204 BOP PROPOSED HEIGHTS 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 E D C B A T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL T.O. F.F. @ 108'-10 7/8" EXISTING UPPER LEVEL T.O. RIDGE @ 121'-0 3/4" EXISTING RIDGE HEIGHT 4 3 2 1 T.O. F.F. @ 108'-10 7/8" EXISTING UPPER LEVEL T.O. RIDGE @ 121'-0 3/4" EXISTING RIDGE HEIGHT T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL 0 2'4'6'SCALE: 3/8" = 1'-0"C PROPOSED BIRD OF PREY WEST ELEVATION 0 2'4'6'SCALE: 3/8" = 1'-0"D PROPOSED BIRD OF PREY NORTH ELEVATION BIRD OF PREY Exhibit E- ACES Application 317 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-301 BOP TOP OF SLOPE SECTION 4/14/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUMPHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 A B C D E T.O. RIDGE @ 120'-9 15/16" EXISTING RIDGE HEIGHT LOFT 201 STORAGE 1 106 ENTRY 101 AVIARY 1 102 TOP OF SLOPE45 DEGREE PROGRESSIVE LINE HEIGHTT.O. F.F. @ 108'-10 7/8" EXISTING UPPER LEVEL T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL 0 2'4'6'SCALE: 3/8" = 1'-0"A PROPOSED BIRD OF PREY TOP OF SLOPE SECTION Exhibit E- ACES Application 318 D D D D 15' WIDE STORMSEWER EASEMENTQUARTER CORNER FOUND BLM 3-1/4" 1954 BRASS CAPSECTION 7SECTION 121 2 3 4 5 67 8 9 1011121314 15 16 17 1819 20212223242526 2728 29303132333435363 7383940414243444546474849 50 515253 5455 56 5758 59606162636465 C1 6 6 67 6 8 69 7 0 7172 73 7475POINT OF BEGINNING A B C D E F G H I J K L N O P Q R S T UV W X Y Z AA BB CC DD EE GG M FF NORTH 1/16 CORNER FOUND BLM 3-1/4" 1978 BRASS CAP N00°59'02"E 1293.12'BASIS OF BEARINGSS23°32'38"W 633.79'DEED=S22°41'18"W 632.67'HUNTER C R E E K SHED DIRT PATH (TYPICAL) BOARD WALK HALLAM LAKE ROARING FORK RIVER PUPPY ROADS M I T H SEE SHEET 3 IMPROVEMENT AREA DETAIL OBSERVATION DECK OBSERVATION DECK FOOT BRIDGE OBSERVATION DECK FOOT BRIDGE RETAINING WALL APPARENT ENCROACHMENT RETAINING WALL APPARENT ENCROACHMENT ROAR I N G F O R K D R I V E WIER BOX & PIPE HEADWALL & PIPE HH OBSERVATION DECKS CHAIN-LINK PERIMETER FENCE (TYPICAL) OVERLAP AREA AS SHOWN ON ERDMAN PARTNERSHIP LOT SPLIT PLAT PLAT BOOK 25 PAGE 42 II JJ 15' TRAIL & UTILITY EASEMENT PLAT BOOK 5 PAGE 70TRUEMAN NEIGHBORHOOD COMMERCIAL PROJECT PLAT BOOK 5 PAGE 70 OWNER JAMMB LLC REC. NO. 580131 SHAW AND THE WPW JOINT VENTURE SUBDIVISION EXEMPTION PLAT BOOK 5 PAGE 91 HARMON GROUP-TOMLINSON PLAT BOOK 23 PAGE 77 OWNER JONATHAN D LEWIS TRUST REC. NO. 396036 FIRST AMENDED WOGAN LOT SPLIT PLAT BOOK 23 PAGE 69LAKE AVENUE GILLESPIE STREET MARSHALL LOT SPLIT PLAT BOOK 20 PAGE 54 HUME LOT SPLIT PLAT BOOK 29 PAGE 55 ERDMAN PARTNERSHIP LOT SPLIT PLAT BOOK 25 PAGE 42 AMENDED MOORES LOT SPLIT-II PLAT BOOK 39 PAGE 87 OWNER WOOD DUCK ASPEN LLC REC. NO. 643096 OWNER HALLAM SANCTUARY LLC REC. NO. 623931 OWNER 844 ROARING FORK LLC REC. NO. 631435 MERRIAM SUBDIVISION PLAT BOOK 25 PAGE 39 HINES-DUNCAN LOT SPLIT PLAT BOOK 20 PAGE 89 OWNER ROARING FORK I, LLC REC. NO. 463751 OWNER HINES ISSUE TRUST FBO T HINES REC. NO. 204516 OWNER MUSTANG HOLDINGS II LLC REC. NO. 575507 100-YEAR FLOODPLAIN FEMA MAP NUMBER 08097C0354E DATED: AUGUST 15, 2019 SPECIAL FLOOD ZONE X AREAS OF 0.2% ANNUAL CHANCE FLOOD FEMA MAP NUMBER 08097C0354E DATED: AUGUST 15, 2019 OWNER CITY OF ASPEN OWNER CITY OF ASPEN OWNER CITY OF ASPEN 42.0' WITNESS CORNER SET REBAR & 1-1/4" BLUE CAP WC TNC PLS38215 1.0' WITNESS CORNER SET REBAR & 1-1/4" BLUE CAP WC TNC PLS38215 25.624± ACRES (AS SURVEYED) FOUND PROPERTY CORNER AS DESCRIBED LEGEND ASPEN CENTER FOR ENVIRONMENTAL STUDIES SECTIONS 7 & 12, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6TH PM CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO IMPROVEMENT & TOPOGRAPHIC SURVEY TRUE NORTH COLORADO LLC. A LAND SURVEYING AND MAPPING COMPANY P.O. BOX 614 - 386 MAIN STREET UNIT 3 NEW CASTLE, COLORADO 81647 (970) 984-0474 www.truenorthcolorado.com PROJECT NO: 2020-168 DATE: July 30, 2020 DRAWN RPK SURVEYED DJB-MAN SHEET 1 OF 2 TRUENORTH A LAND SURVEYING AND MAPPING COMPANY 80' 40'160' SCALE: 1" = 80' N FURNISHED PROPERTY DESCRIPTION: THIS DESCRIPTION IS SHOWN ON THE FIRST ADDENDUM TO ASPEN CENTER FOR ENVIRONMENTAL STUDIES SPECIALLY PLANNED AREA FINAL DEVELOPMENT PLAN RECORDED IN PLAT BOOK 91 AT PAGES 31-33. A TRACT OF LAND SITUATED IN THE EAST HALF OF SECTION 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST AND IN THE WEST HALF OF SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE SIXTH PRINCIPAL MERIDAN, PITKIN COUNTY, COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT A POINT ON THE SOUTHERLY BOUNDARY OF LANDS BELONGING TO THE ASPEN CENTER FOR ENVIRONMENTAL STUDIES (A.C.E.S.) WHENCE THE QUARTER CORNER BETWEEN SAID SECTIONS 7 AND 12 BEARS NORTH 22°41'18” EAST 632.67 FEET; THENCE ALONG SAID A.C.E.S. BOUNDARY THE FOLLOWING COURSES AND DISTANCES; SOUTH 34°55'17” EAST 38.09 FEET, SOUTH 82°05'40” EAST 178.19 FEET, SOUTH 74°18'00” EAST 25.73 FEET, AND SOUTH 62°39'00” EAST 165.75 FEET TO THE INTERSECTION WITH THE NORTHERLY BOUNDARY OF THE GIVEN INSTITUTE; THENCE SOUTH 70°18'15” EAST 26.99 FEET ALONG SAID BOUNDARY OF THE GIVEN INSTITUTE TO THE SOUTHWEST CORNER OF THAT PORTION OF PUPPY SMITH STREET (FORMERLY SMUGGLER STREET LAKEVIEW ADDITION) VACTED BY ORDINANCE 13, SERIES OF 1997; THENCE NORTH 02°00'00” WEST 18.555 FEET ALONG THE WESTERLY LINE OF SAID VACATED PUPPY SMITH STREET; THENCE ALONG SAID CENTERLINE THE FOLLOWING COURSES AND DISTANCES; SOUTH 72°18'08” EAST 44.16 FEET, AND SOUTH 79°11'00” EAST 7.90 FEET; THENCE DEPARTING SAID CENTERLINE SOUTH 15°15'22” WEST 20.06 FEET TO THE NORTHEAST CORNER OF SAID BOUNDARY OF THE GIVEN INSTITUTE; THENCE ALONG SAID BOUNDARY OF THE GIVEN INSTITUTE THE FOLLOWING COURSES AND DISTANCES; SOUTH 06°14'58” WEST 103.34 FEET, SOUTH 18°05'59”WEST 108.86 FEET, SOUTH 09°32'30” WEST 51.93 FEET, AND SOUTH 23°13'11” EAST 83.15 FEET TO THE EASTERLY EXTENSION OF THE SOUTH LINE OF FRANCIS STREET; THENCE SOUTH 75°09'11” EAST 41.12 FEET ALONG SAID EXTENSION TO THE INTERSECTION WITH THE WESTERLY LINE OF THE TRUEMAN NEIGHBORHOOD COMMERCIAL PROJECT; THENCE NORTH 43°04'11” WEST 6.28 FEET ALONG THE SOUTHEASTERLY LINE EXTENDED OF BLOCKS 1 AND 2, LAKEVIEW ADDITION; THENCE ALONG SAID EXTENSION NORTH 81°19'30” EAST 1.66 FEET TO THE SOUTH CORNER OF LAKEVIEW ADDITION; THENCE ALONG SAID SOUTHEASTERLY LINE EXTENDED OF BLOCK 1 AND 2 THE FOLLOWING COURSES AND DISTANCES; NORTH 81°19'30” EAST 84.30 FEET, AND NORTH 40°53'00” EAST 7.15 FEET TO THE INTERSECTION WITH SAID WESTERLY BOUNDARY OF THE TRUEMAN NEIGHBORHOOD COMMERCIAL PROJECT; THENCE ALONG SAID WESTERLY BOUNDARY THE FOLLOWING COURSES AND DISTANCES; NORTH 85°09'15” EAST 20.17 FEET, NORTH 42°46'12” 101.79 FEET, AND NORTH 40°27'13” EAST 117.88 FEET TO THE INTERSECTION WITH THE EASTERLY EXTENSION OF THE NORTHERLY LINE OF LOT 6, BLOCK 1, LAKEVIEW ADDITION; THENCE NORTH 79°11'00” WEST 19.12 FEET ALONG SAID NORTHERLY LINE OF LOT 6 TO THE CORNER COMMON TO LOTS 6 AND 5 OF SAID BLOCK 1; THENCE NORTH 20°21'30” EAST 100.00 FEET ALONG THE WEST LINE OF LOT 5 TO THE NORTHWEST CORNER OF LOT 5 ON THE SOUTH LINE OF PUPPY SMITH STREET; THENCE NORTH 79°11'00” WEST 19.21 FEET TO THE INTERSECTION WITH A LINE THAT IS PARALLEL WITH AND TEN FEET FROM TWO STONE GATE POSTS; THENCE NORTH 10°49'00” EAST 40.00 FEET ALONG SAID LINE ACROSS PUPPY SMITH STREET TO THE NORTH LINE OF PUPPY SMITH STREET; THENCE SOUTH 79°11'00” EAST 11O.20 FEET ALONG SAID NORTH LINE TO THE SOUTHEAST CORNER OF LOT 4, BLOCK 4, LAKEVIEW ADDITION; THENCE NORTH 10°49'00” EAST 100.00 FEET ALONG THE EAST LINE OF LOT 4 TO THE SOUTH LINE OF LOT 7; THENCE SOUTH 79°11'00” EAST 95.61 FEET ALONG THE SOUTH LINE OF LOTS 7 AND 11 TO THE INTERSECTION WITH SAID WESTERLY BOUNDARY OF THE TRUEMAN NEIGHBORHOOD COMMERCIAL PROJECT; THENCE NORTH 07°58'20” WEST 126.75 FEET ALONG SAID WESTERLY LINE TO THE INTERSECTION WITH THE NORTHERLY LINE OF BLOCKS 3 AND 4, LAKEVIEW ADDITION; THENCE NORTH 79°11'00” WEST 389.23 FEET TO THE ORIGINAL EASTERLY BOUNDARY OF THE PROPERTY OF THE ASPEN CENTER FOR ENVIRONMENTAL STUDIES (A.C.E.S.) THENCE NORTH 02°00'00” EAST 101.37 FEET ALONG SAID A.C.E.S. BOUNDARY TO A POINT IN THE CENTERLINE OF THE ROARING FORK RIVER; THENCE ALONG SAID A.C.E.S. BOUNDARY AND ALONG THE CENTERLINE OF THE ROARING FORK RIVER THE FOLLOWING COURSES AND DISTANCES; NORTH 64°27'00” WEST 115.50 FEET, NORTH 05°27'00” WEST 63.32 FEET, NORTH 40°30'00” EAST 144.50 FEET, NORTH 20°25'00” EAST 164.75 FEET, NORTH 14°11'00” WEST 24.64 FEET, NORTH 38°13'00” WEST 123.19 FEET, NORTH 34°06'00” WEST 105.54 FEET, NORTH 27°30'00” WEST 136.58 FEET, NORTH 13°26'00” WEST 106.82 FEET, NORTH 20°00'00” WEST 56.00 FEET, NORTH 26°20'00” WEST 317.00 FEET, NORTH 06°22'00” WEST 125.65 FEET AND NORTH 65°53'20” WEST 15.51 FEET TO AP 55 OF THE NORTH ANNEXATION TO THE CITY OF ASPEN; THENCE NORTH 05°10'00” EAST 168.87 FEET ALONG LINE 55-54 OF SAID NORTH ANNEXATION TO THE SOUTHEAST CORNER OF LOT 1 OF THE MERRIAM SUBDIVISION; THENCE ALONG THE SOUTH LINE OF SAID LOT 1 THE FOLLOWING COURSES AND DISTANCES; NORTH 86°16'00” WEST 65.00 FEET AND SOUTH 43°07'41” WEST 145.00 FEET TO THE ORIGINAL A.C.E.S. BOUNDARY; THENCE ALONG SAID BOUNDARY THE FOLLOWING COURSES AND DISTANCES; SOUTH 43°07'41” WEST 133.08 FEET, SOUTH 28°08'00” EAST 53.41 FEET, SOUTH 62°48'00” WEST 45.50 FEET, SOUTH 80°28'00” WEST 159.76 FEET, SOUTH 50°04'00” WEST 86.70 FEET, SOUTH 03°45'00” EAST 101.63 FEET, SOUTH 07°45'00” EAST 121.86 FEET, SOUTH 89°11'00” WEST 37.85 FEET, SOUTH 29°07'00” EAST 115.56 FEET, SOUTH 37°06'00” EAST 81.60 FEET, SOUTH 07°00'00” EAST 40.30 FEET, SOUTH 19°08'00” WEST 63.50 FEET, SOUTH 30°50'00” WEST 116.43 FEET, SOUTH 05°09'00” WEST 124.93 FEET, SOUTH 77°55'00” WEST 33.89 FEET, SOUTH 17°25'00” EAST 88.84 FEET, SOUTH 49°55'00” EAST 127.22 FEET, SOUTH 44°34'00” WEST 21.54 FEET, SOUTH 54°47'12” EAST 87.66 FEET, NORTH 79°05'00” EAST 46.45 FEET, SOUTH 49°41'00” EAST 49.80 FEET, SOUTH 34°25'00” EAST 78.60 FEET, NORTH 55°35'00” EAST 49.93 FEET, SOUTH 40°36'53” EAST 5.17 FEET, SOUTH 09°26'25” EAST 210.13 FEET AND SOUTH 34°55'17” EAST 92.50 FEET TO THE POINT OF BEGINNING; CONTAINING 25.5 ACRES. ALSO TRACT OF LAND SITUATED IN THE SE1/4 OF THE NE1/4 OF SECTION 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH P.M., CITY OF ASPEN, STATE OF COLORADO, MORE FULLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE A U.S. BRASS CAP DATED 1954 AND MARKED AS THE EAST QUARTER CORNER OF SAID SECTION 12, BEARS S48°2'12"E 979.30 FEET; THENCE N89°22'17"E 98.76 FEET; S03°45'00"E 38.04 FEET; S07°45'00"E 69.62 FEET; N89°52'00"W 94.26 FEET; S89°15'15"W 16.37 FEET; THENCE NORTH 105.85 TO THE POINT OF BEGINNING. 0 CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C1 358.05'89.07'88.84'S 16°50'56" E 14°15'11" LINE BEARING DISTANCE 1 S 34°11'36" E 38.09' BOUNDARY LINE - MEASURED BOUNDARY LINE CURVE DATA NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 2 S 81°24'30" E 178.19' 3 S 73°36'50" E 25.73' 4 S 61°53'37" E 165.72' 5 S 70°20'09" E 26.99' 6 N 01°27'09" W 18.50' 7 S 71°34'11" E 44.17' 8 S 76°43'16" E 7.87' 9 S 16°00'13" W 19.88' 10 S 07°11'34" W 103.17' 11 S 18°59'41" W 109.01' 12 S 08°37'00" E 51.87' 13 S 23°12'59"E 83.84' 14 S 74°28'00" E 41.12' 15 N 42°23'00" W 6.28' 16 N 82°00'40" E 1.66' 17 N 82°06'51" E 82.82' 18 N 47°21'50" E 8.42' 19 N 85°50'25" E 20.17' 20 N 43°27'22" E 101.79' 21 N 41°08'23" E 116.91' 22 N 78°29'50" W 133.05' 23 N 21°02'40" E 100.00' 24 N 78°29'50" W 19.21' 25 N 11°30'10" E 40.00' 26 S 78°29'50" E 110.20' 27 N 11°30'10" E 100.00' 28 S 78°29'50" E 95.61' 29 N 06°44'42" W 125.85' 30 N 78°20'39" W 389.84' 31 N 02°52'07" E 101.37' 32 N 64°33'12" W 113.88' 33 N 04°39'41" W 63.32' 34 N 41°17'19" E 144.50' 35 N 21°12'19" E 164.75' 36 N 13°23'41" W 24.64' 37 N 37°25'41" W 123.19' 38 N 33°18'41" W 105.54' 39 N 26°42'41" W 136.58' 40 N 12°38'41" W 106.82' 41 N 19°12'41" W 56.00' 42 N 25°32'41" W 317.00' 43 N 05°34'41" W 133.62' 44 N 65°06'03" W 6.86' 45 N 05°57'19" E 170.80' 46 N 85°28'41" W 65.00' 47 S 43°55'06" W 286.96' 48 S 28°57'58" E 53.40' 49 S 65°10'21" W 45.50' 50 S 80°06'46" W 143.25' 52 S 02°53'03" E 63.68' 53 N 89°37'08" W 98.87' 54 S 01°00'16" W 106.00' 55 N 89°56'25" E 16.37' 56 S 89°32'43" E 75.22' 57 S 07°39'04" E 47.96' 58 S 88°32'09" W 37.33' 59 S 28°45'12" E 115.35' 60 S 36°44'12" E 81.89' 61 S 06°18'50" E 43.42' 62 S 19°49'10" W 63.50' 63 S 31°51'17" W 116.43' 64 S 06°10'17" W 124.31' 65 S 77°53'00" W 34.86' 66 S 49°25'35" E 129.01' 67 S 45°28'00" W 21.21' 68 S 55°11'43" E 88.46' 69 N 80°46'30" E 44.74' 70 S 49°06'10" E 50.25' 71 S 30°16'55" E 77.77' 72 N 56°22'44" E 49.92' 73 S 38°28'44" E 5.09' 74 S 08°47'19" E 210.06' 75 S 34°11'36" E 92.68' LINE BEARING DISTANCE 1 S 34°55'17" E 38.09' BOUNDARY LINE - RECORD 2 S 82°05'40" E 178.19' 3 S 74°18'00" E 25.73' 4 S 62°39'00" E 165.75' 5 S 70°18'15" E 26.99' 6 N 02°00'00" W 18.555' 7 S 72°18'08" E 44.16' 8 S 79°11'00" E 7.90' 9 S 15°15'22" W 20.06' 10 S 06°14'58" W 103.34' 11 S 18°05'59" W 108.86' 12 S 09°32'30" E 51.93' 13 S 23°13'11" E 83.15' 14 S 75°09'11" E 41.12' 15 N43°04'11" W 6.28' 16 N 81°19'30" E 1.66' 17 N 81°19'30" E 84.30' 18 N 40°53'00" E 7.15' 19 N 85°09'15" E 20.17' 20 N 42°46'12" E 101.79' 21 N 40°27'13" E 117.88' 22 N 79°11'00" W 133.18' 23 N 20°21'30" E 100.00' 24 N 79°11'00" W 19.21' 25 N 10°49'00" E 40.00' 26 S 79°11'00" E 110.20' 27 N 10°49'00" E 100.00' 28 S 79°11'00" E 95.61' 29 N 07°58'20" W 126.75' 30 N 79°11'00" W 389.23' 31 N 02°00'00" E 101.37' 32 N 64°27'00" W 115.50' 33 N 05°27'00" W 63.32' 34 N 40°30'00" E 144.50' 35 N 20°25'00" E 164.75' 36 N 14°11'00" W 24.64' 37 N 38°13'00" W 123.19' 38 N 34°06'00" W 105.54' 39 N 27°30'00" W 136.58' 40 N 13°26'00" W 106.82' 41 N 20°00'00" W 56.00' 42 N 26°20'00" W 317.00' 43 N 06°22'00" W 125.65' 44 N 65°53'20" W 15.51' 45 N 05°10'00" E 168.87' 46 N 86°16'00" W 65.00' 47 S 43°07'41" W 278.08' 48 S 28°08'00" E 53.41' 49 S 62°48'00" W 45.50' 50 S 80°28'00" W 159.76' 52 S 03°45'00" E 63.59' 53 S 89°22'17" W 98.76' 54 SOUTH 105.85' 55 N 89°15'15" E 16.37' 56 S 89°52'00" E 94.26' 57 S 07°45'00" E 52.24' 58 S 89°11'00" W 37.85' 59 S 29°07'00" E 115.46' 60 S 37°06'00" E 81.60' 61 S 07°00'00" E 40.30' 62 S 19°08'00" W 63.50' 63 S 30°50'00" W 116.43' 64 S 05°09'00" W 124.93' 65 S 77°55'00" W 33.89' 66 S 49°55'00" E 127.22' 67 S 44°34'00" W 21.54' 68 S 54°47'12" E 87.66' 69 N 79°05'00" E 46.45' 70 S 49°41'00" E 49.80' 71 S 34°25'00" E 78.60' 72 N 55°35'00" E 49.93' 73 S 40°36'53" E 5.17' 74 S 09°26'25" E 210.13' 75 S 34°55'17" E 92.50' 51 S 50°04'00" W 86.70'51 S 51°01'47" W 86.35' PROPERTY CORNER MONUMENTATION CHART NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133 FOUND MONUMENT DESCRIPTION LETTER NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9018 NO. 5 REBAR NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS-ILLEGIBLE NO. 5 REBAR & 1-1/2" ALUMINUM CAP LS2376 35.0' W.C. FOUND T-POST WITH TAG LS2376 NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184 NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS-ILLEGIBLE NO. 5 REBAR NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133 NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133 NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133 NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133 NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133 NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133 NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9018 NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9018 NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS20151 NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184 NO. 5 REBAR & 1-1/4" RED PLASTIC CAP LS25947 NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS-ILLEGIBLE 3.5' W.C. NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184 NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184 NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184 NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184 NO. 5 REBAR & 1-1/2" ALUMINUM CAP LS-ILLEGIBLE NO. 5 REBAR & 1-1/2" ALUMINUM CAP LS2376 NO. 5 REBAR & 1-1/4" RED PLASTIC CAP LS25947 NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS20151 NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS20151 NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133 NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133 NO. 5 REBAR & 1-1/4" RED PLASTIC CAP SGM LS20133 NO. 5 REBAR & 1-1/2" ALUMINUM CAP LS2376 NO. 5 REBAR & 1-1/2" ALUMINUM CAP LS-ILLEGIBLE NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP LS9184 SET NO. 5 REBAR & 1-1/4" ORANGE PLASTIC CAP PROP CORNER TNC PLS38215 (UNLESS OTHERWISE NOTED) Exhibit E- ACES Application 319 E E E E E E E W E DYH W E EDIRECTOR HOUSING FFE:7842.4 FFE:7842.7 FFE:7843.4 FFE:7843.2FFE:7844.0 BIRDS OF PREY BUILDING EDUCATION CENTER & PUBLIC AREA PULL BARN YURT PROFESSOR HOUSE STR A W B A L E HO U S ETREEHOUSESHED PUPPY S M I T H STREET WATER FEATURE R O A R I N G F O R K R I V E R 78 3 5 78 3 2 7835 784078457841 7850 7850784578507845785078507850 785578587857FFE: 7 8 5 5 . 4 785 3 . 0 785 3 . 5 785 5 . 0 FFE: 7 8 5 5 . 5 785 5 . 1 785 6 . 8 785 6 . 9 7857. 0 FFE BASEMENT 7849.9 FFE BASEMENT 7852.6 UPPER LEVEL 7862.16 7856.3 7856.2 7856.17858.3 7859.1 7859.0 785 6 . 9 785 6 . 4 785 7 . 0 785 9 . 0 FFE 7839.8 7840.3 WOODDECK7840.6 7840.8 7841.0 7840.9 7841.1 7840.4 7840.67840.6 7841.5 7841.5 T T T T T T D D D D 1 2 3 4 5 6 7 8 9 10 1112 13 14 15 16 17 18 19 20 21 22 23 2425 26 27 28 29 30 31 32 33 34 35 36 37 383940 41 42 43 44 45 46 47 48 4950 5152 53 54 55 56 57 58 59 60 61 62 63 64 65 6667 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 9091 92 939495 9697 9899 100101 102 103 104 105 106 107 108 109 110 111 112 78587 8 6 0 7863 78587857EASEMENT FOR PRETREATMENT SEDIMENTION BASIN (50' X 50')15' WIDE STORMSEWER EASEMENT15' WIDE STORMSEWER EASEMENTCONCRETE BURIED TREATMENT TANKS STREAM MARGIN REVIEW BOUNDAR Y TOP OF BANK AS LOCATED 113114115 116 117 118 119 120 121 OSWEGGEFLOOD ZONE BOUNDARY AE (100-YEAR FLOOD ZONE) GRAVEL PARKING PAVED PATH9.5'47.3'7.6' 48.4' DE C K DE C K D SIGN STORM SEWER VAULT ELECTRIC VAULT WATER MANHOLE E TANK LIDT W WATER LINE TELEPHONE LINE FIBER OPTIC LINE GAS LINE ELECTRIC LINE TELEPHONE PEDESTAL DYH FIRE HYDRANT ELECTRICAL TRANSFORMER GAS METER ELECTRICAL METER G LEGEND E SURVEYOR'S CERTIFICATION SURVEY NOTES: 5. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD OR IN PLACE. 6. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT, THEREFORE, ANY EXCEPTIONS TO TITLE THAT MAY AFFECT THE SUBJECT PROPERTY HAVE NOT BEEN REVIEWED BY TRUE NORTH COLORADO, LLC. 7. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) REFERENCED FROM NATIONAL GEODETIC SURVEY (NGS) STATION S 159 HAVING AN ELEVATION OF 7720.88. 8. CONTOUR INTERVAL EQUALS 1 FOOT. 9. UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED BY ROARING FORK UTILITY LOCATORS LLC. UTILITIES SHOWN HEREON ARE FOR PLANNING PURPOSES ONLY. PLEASE CALL 811 PRIOR TO ANY DIGGING OR EARTHWORK CONSTRUCTION FOR UTILITY VERIFICATION. IMPROVEMENT & TOPOGRAPHIC DETAIL AREA TRUE NORTH COLORADO LLC. A LAND SURVEYING AND MAPPING COMPANY P.O. BOX 614 - 386 MAIN STREET UNIT 3 NEW CASTLE, COLORADO 81647 (970) 984-0474 www.truenorthcolorado.com PROJECT NO: 2020-168 DATE: JULY 30, 2020 DRAWN RPK SURVEYED DJB-MAN SHEET 2 OF 2 TRUENORTH A LAND SURVEYING AND MAPPING COMPANY 25' 12.5'50' SCALE: 1" = 25' N 0 TREE TYPE SIZE DRIP TREE CHART 1 2 22" 40' SPRUCE 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 CLEAN-OUT WATER VALVE BOX NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. WOOD FENCE CHAIN-LINK FENCE WIRE FENCE 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 WILLOW 18" 40' 6" 20' 14" 32' 8" 16' 14" 32' 4"12' 6" 12' 16" 48' 22" 48' 16" 100' WILLOW WILLOW WILLOW WILLOW WILLOW WILLOW WILLOW WILLOW WILLOW 24" 68'WILLOW 20" 48'WILLOW 12" 12'WILLOW 26" 52'WILLOW 20" 32'WILLOW 24" 100'WILLOW 6" 12'WILLOW 12" 28'WILLOW SPRUCE 4"6' 8" 16'WILLOW 14" 20'WILLOW 20" 100'WILLOW 22" 40'WILLOW 22" 40'WILLOW 30"44'WILLOW 6" 12'WILLOW SPRUCE 6" 12' SPRUCE 8" 16' 10" 28'WILLOW 4"16'LOCUST 18" 36'WILLOW SPRUCE 10" 16' 24" 48'WILLOW SPRUCE 8" 16' 4"28'MAPLE 3" 24'MAPLE SPRUCE 8" 12' SPRUCE 6" 12' 3" 20'LOCUST SPRUCE 4"12' 3" 12'LOCUST 4"20'MAPLE 4"20'MAPLE SPRUCE 12" 32' 4"16'MAPLE 4"16'MAPLE 4"12'MAPLE 26" 40'WILLOW 22"44'WILLOW 20" 32'WILLOW 18" 32'WILLOW 16" 24'WILLOW 26" 52'WILLOW 26" 52'WILLOW 20" 40'WILLOW 18"44'WILLOW 20"44'WILLOW 22" 52'WILLOW 22" 24'WILLOW 26" 52'WILLOW 20" 36'WILLOW 4"16'LOCUST 6" 16'LOCUST 6" 16'LOCUST 4"8'WILLOW 3" 12'MAPLE 14" 16'WILLOW 26" 52'WILLOW 26"44'WILLOW 34" 48'WILLOW SPRUCE 6" 10' 3" 16'LOCUST 24" 16'WILLOW 6" 28'WILLOW 20" 20'WILLOW 30" 20'WILLOW 12" 16'WILLOW 12" 20'WILLOW 18" 12'WILLOW 18" 16'WILLOW 18" 16'WILLOW 14" 28'WILLOW 30" 60'WILLOW 12" 28'WILLOW 6" 40'WILLOW 6" 40'WILLOW 6" 40'WILLOW 12" 28'WILLOW 6" 12'WILLOW 6" 12'WILLOW SPRUCE 4"12' 14" 32'WILLOW 14" 32'WILLOW 26" 52'WILLOW 14" 20'WILLOW 10" 8'WILLOW 14" 12'WILLOW 16" 20'WILLOW 14" 28'WILLOW SPRUCE 6" 12' 44"40'WILLOW 12" 52'WILLOW 50" 60'WILLOW 10" 16'WILLOW 8" 12'WILLOW 10" 12'WILLOW 8" 12'WILLOW 109 WILLOW 110 WILLOW 111 WILLOW 112 WILLOW 10"-DEAD 4' 10"-DEAD 4' 12" 16' 14" 24' 113 SPRUCE 10" 12' 114 WILLOW 36" 52' 115 SPRUCE 6" 12' 116 SPRUCE 8" 12' 117 SPRUCE 6" 12' 118 SPRUCE 6" 12' 119 8" 28' 120 28" 96' WILLOW WILLOW 121 42" 28'WILLOW Exhibit E- ACES Application 320 ArcGIS Web Map City of Aspen Stream Margin Hallam Bluff ESA Historic Sites 7/15/2020, 2:41:24 PM 0 510 1,020255ft 0 150 30075m 1:7,238 Web AppBuilder for ArcGIS Pitkin County | City of Aspen GIS | Exhibit E- ACES Application 321 715 W MAIN ST | SUITE 204 | ASPEN CO 81611 | 970.279.4157 | FORUMPHI.COM CRITERIA REVIEW Responses to criteria for review for development at 100 Puppy Smith St, Aspen, CO known as Aspen Center for Environmental Studies (ACES) May 18, 2021 Exhibit E- ACES Application 322 2 TABLE OF CONTENTS 3 26.412: Commercial Design Review 4 26.445: Planned Development 5 26.470: Growth Management Quota System 6 26.435.040: Stream Margin Review Exhibit E- ACES Application 323 3 Chapter 26.412. - COMMERCIAL DESIGN REVIEW The renovation inherent in this application proposes to match existing materials and to only enhance the connection with the existing buildings and their environment. This project proposes to only renovate two existing structures with small renovations. No new buildings are being proposed. Adding dormers to the existing Bird of Prey building will allow for a better utilization of the existing space and bring in more natural light to the space. The renovation to the Visitor’s center will increase the lecture hall size and improve the office environment for ACES’s employees. This project seeks to only enhance the connection to the natural environment and the connection to the neighborhood and pedestrian experience. The new entrance intends to enhance the visitors experience when being dropped off by bus or any other vehicle. The new entrance intends to improve the pedestrian and bike connections with the neighborhood. The new deck on the Visitors Center intends to create a better connection with the environment and create a small outdoor amphitheater for naturalist talks and events. ACES is a prime example of using exterior walkways to connect its many areas. This project intends to only enhance the existing exterior walkways. Exhibit E- ACES Application 324 4 Chapter 26.445. - PLANNED DEVELOPMENT Sec. 26.445.020. - Applicability. 100 Puppy Smith St property is currently zoned A- Academic. Sec. 26.445.050. - Project Review Standards. Proposed project does not expand any building footprint in any hazardous area. The Bird of Prey building which is in the 100 year floodplain, is only to receive a renovated second floor. The minor expansion to the Visitors Center is not in any hazardous area. A main goal of the proposed project is to improve the ease and safety of visitor drop-off as well as enhance its pedestrian, bicycle connection to the community. There are no increases to the existing overall heights proposed with this project. Civil, geotechnical and mechanical engineers been engaged and design standards and infrastructure have been accounted for and reviewed with the appropriate departments. The proposed project has also been reviewed and is in constant communication with fire, parks and engineering departments as to the design and necessary improvements. Exhibit E- ACES Application 325 5 Chapter 26.470. - GROWTH MANAGEMENT QUOTA SYSTEM (GMQS) Sec. 26.470.040. - Allotment Procedures. The proposed project intends to add 866 SF of Net Leasable Area and 0 SF of Net Livable Area. None of the existing employee housing is to be altered. This project is asking to be considered an essential public facility. A facility which serves an essential public purpose is available for use by or benefit of, the general public and serves the needs of the community. Existing FTEs 1,175 hours per week X 52 weeks = 61,100 total hours / 2,080 hrs = 29.375 FTE’s New FTE’s created 844 SF (VC) + 70 SF (BoP) = 914 SF x 5.1 = 4,661.4 / 1000 SF = 4.7 FTEs created While new area is being added, it is not intended to house new employees but rather to simply improve the working spaces for those who currently work there. Sec. 26.470.080. - General Review Standards. Compliance: Proposed project site is zoned A – Academic and therefore generates no affordable housing requirements per Section 26.470.050(b). Exhibit E- ACES Application 326 6 Sec. 26.435.040. - Stream margin review. Applicant seeks Stream Margin Exemption. The proposed project does not add more than ten percent (10%) to the floor area of the existing structure or increase the amount of building area exempt from floor area calculations by more than twenty-five percent (25%). The proposed project does not require the removal of any tree for which a permit would be required pursuant to Chapter 13.20 of this Code. The proposed project is located such that no portion of the expansion, remodeling or reconstruction will be any closer to the high water line than is the existing development. The proposed project does not fall outside of an approved building envelope. The renovation to the Bird of Prey building does not increase its footprint. The expansion to the Visitors Center only encroaches approximately seven feet into the 100-year flood plan. Exhibit E- ACES Application 327 Exhibit E- ACES Application 328 Exhibit E- ACES Application329 FORUMPHI A rchitecture | Interiors | Planning forumphi.com | 715 W Main Street, Suite 204, Aspen, CO 81611 PLANNED DEVELOPMENT AMENDMENT GROWTH MANAGEMENT REVIEW, ESSENTIAL PUBLIC FACILITY COMMERCIAL DESIGN REVIEW STREAM MARGIN REVIEW 100 PUPPY SMITH STREET ASPEN CENTER FOR ENVIRONMENTAL STUDIES (ACES) P&Z PRESENTATION Exhibit E- ACES Application 330 ACES PROPERTYVISITOR’S CENTER BIRD OF PREY BUILDING ROARING FORK RIVER ENTRANCE HALLAM LAKE 2 Exhibit E- ACES Application 331 BIRD OF PREY BUILDING VISITOR’S CENTER ENTRANCE PROPERTY LINE DOWNTOWN ASPEN 3 Exhibit E- ACES Application 332 15' WIDE TRAIL AND UTILITY EASEMENT ROARING FO R K RIVER PROPERTY L INE EXISTING DIRT PARKING LOT STREAM MARGIN REVIEW BOUNDARY 15' WIDE STORM SEWER EASEMENT PUPPY SMIT H S T PROPERTY LINEOBSERVATION DECK OWNER CITY OF ASPEN OWNER CITY OF ASPEN ELECTRICAL DEPARTMENT PRE-TREATMENT SEDIMENTATION BASIN STRAW BALE HOUSE TREE HOUSE PROFESSORS HOUSE OWNER ACES POLE BARN OWNER ACES DIRECTORS HOUSE POND HALLAM LAKE POND FLOOD ZONE BOUNDARY TOP OF BANK VISITORS CENTER SCOPE OF WORK AREA ENTRANCE SCOPE OF WORK AREA JENNY ADAIR WETLANDS BIRD OF PREY SCOPE OF WORK AREA PROPOSED TURNAROUND 4OVERALL EXISTING SITE PLAN Exhibit E- ACES Application 333 15' WIDE TRAIL AND UTILITY EASEMENT ROARING FO R K RIVER PROPERTY L INE EXISTING DIRT PARKING LOT STREAM MARGIN REVIEW BOUNDARY 15' WIDE STORM SEWER EASEMENT PUPPY SMIT H S T PROPERTY LINEOBSERVATION DECK OWNER CITY OF ASPEN OWNER CITY OF ASPEN ELECTRICAL DEPARTMENT PRE-TREATMENT SEDIMENTATION BASIN STRAW BALE HOUSE TREE HOUSE PROFESSORS HOUSE OWNER ACES POLE BARN OWNER ACES DIRECTORS HOUSE POND HALLAM LAKE POND FLOOD ZONE BOUNDARY TOP OF BANK VISITORS CENTER SCOPE OF WORK AREA ENTRANCE SCOPE OF WORK AREA JENNY ADAIR WETLANDS DRIVEWAY TO HAVE 16' MIN CLEARANCE FOR FIRE DEPARTMENT ACCESS BIRD OF PREY SCOPE OF WORK AREA PROPOSED TURNAROUND 5OVERALL PROPOSED SITE PLAN Exhibit E- ACES Application 334 6POSTOFFICEPUPPY SM ITH STVIEWPOINTACES ENTRANCE Exhibit E- ACES Application 335 PRO F E S S O R S H O U S E 15' WIDE STORM SEWER EASEMENT15' WIDE STORM SEWER EASEMENT PROPERT Y L I N E PUPPY SMITH S T 15' WIDE TRAIL AND UTILITY EASEMENT OWNER CITY OF ASPEN OWNER ACES 7843' 7845' 7844' 7846' 7847' 7848' 7849' 7850' 785 1 '7852' 7852'7850'7845'7844'7849'7848'7847'7846'7846' 7847' 7848' 7849' 7850' 7851' 7852' 7853' 7853' 7853'7854'7855'7856'7850'7850'JENNY ADAIR WETLANDS PROPOSED TURNAROUND OUTLINEPROPOSED TURNAROUND OUTLINEPROPOSED TURNAROUND OUTLINE ENTRANCE SCOPE OF WORK AREA LEGEND = TREE TO BE REMOVED 7EXISTING ENTRANCE PLAN Exhibit E- ACES Application 336 21'-6" PRO F E S S O R S H O U S E 15' WIDE STORM SEWER EASEMENT15' WIDE STORM SEWER EASEMENT PROPERT Y L I N E PUPPY SMITH S T 15' WIDE TRAIL AND UTILITY EASEMENT OWNER CITY OF ASPEN OWNER ACES 7843' 7845' 7844' 7846' 7847' 7848' 7849' 7850' 785 1 '7852' 7852'7850'7845'7844'7849'7848'7847'7846'7846' 7847' 7848' 7849' 7850' 7851' 7852' 7853' 7853' 7853'7854'7855'7856'7850'7850'43'- 0 " NEW PAVED SIDEWALK TO MATCH AND CONNECT TO EXISTING PUPPY SMITH ST SIDEWALK TO THE EAST JENNY ADAIR WETLANDS DRIVEWAY TO BE WIDENED TO 16' MIN FOR FIRE DEPARTMENT ACCESS DRIVEWAY TO HAVE 16' MIN CLEARANCE FOR FIRE DEPARTMENT ACCESS ENTRANCE SCOPE OF WORK AREA PROPOSED TURNAROUND 8PROPOSED ENTRANCE Exhibit E- ACES Application 337 9EXISTING VISITORS CENTER Exhibit E- ACES Application 338 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-CVR COVER 1/20/21 BL MB 2009.00 Aspen CO 81611100 PUPPY SMITH STAspen Center forEnvironmental StudiesFORUMPHIAspen:715 West Main Street, #204Aspen, Colorado 81611Carbondale:36 N. 4th St.Carbondale, CO 81623forumphi.comp: 970.279.4157f: 866.770.5585ZONING SHEET INDEXZ-CVRZ-001Z-002Z-003Z-004Z-005XZ-006XZ-007XZ-008XZ-009XZ-010Z-012Z-013Z-014Z-015Z-016Z-017Z-018Z-019Z-020Z-021Z-022Z-023Z-024 Z-025 Z-026 Z-027 Z-028 Z-029 Z-030 Z-031 Z-032 Z-033 Z-034 Z-035 Z-036 Z-037 Z-101X Z-102X Z-103X Z-104X Z-105X Z-106X Z-107X Z-108X Z-109X Z-110X Z-111X Z-112X Z-113X Z-114X Z-115X Z-101 Z-102 Z-103 Z-104 Z-105 Z-106 Z-201X Z-202X Z-203X Z-204X Z-205X Z-206X Z-207X Z-208X Z-209X Z-201 Z-202 Z-203 Z-204 Z-301 COVERZONING SUMMARYSURVEYSURVEYPLAT MAPPLAT MAPPLAT MAPEXISTING SITE PLANENLARGED EXISTING SITE PLAN - VCENLARGED EXISTING SITE PLAN - BOPENLARGED EXISTING SITE PLAN - ENTRANCEENLARGED EXISTING SITE PLAN - PARKINGPROPOSED SITE PLANENLARGED PROPOSED SITE PLAN - VCENLARGED PROPOSED SITE PLAN - BOPENLARGED PROPOSED SITE PLAN - ENTRANCEENLARGED PROPOSED SITE PLAN - PARKINGVC WALL DEMOLITION CALCULATIONSVC ROOF DEMOLITION CALCULATIONSVC EXISTING FLOOR AREA CALCULATIONSVC PROPOSED FLOOR AREA CALCULATIONSBOP WALL DEMOLITON CALCULATIONSBOP ROOF DEMOLITON CALCULATIONSBOP EXISTING FLOOR AREA CALCULATIONSBOP PROPOSED FLOOR AREA CALCULATIONSDH EXISTING FLOOR AREA CALCULATIONS PB EXISTING FLOOR AREA CALCULATIONS PH EXISTING FLOOR AREA CALCULATIONS TH EXISTING FLOOR AREA CALCULATIONS SBH EXISTING FLOOR AREA CALCULATIONS VC EXISTING NET AREA CALCULATIONS VC PROPOSED NET AREA CALCULATIONS BOP EXISTING NET AREA CALCULATIONS BOP PROPOSED NET AREA CALCULATIONS DH EXISTING NET AREA CALCULATIONS PB EXISTING NET AREA CALCULATIONS PH EXISTING NET AREA CALCULATIONS TH EXISTING NET AREA CALCULATIONS SBH EXISTING NET AREA CALCULATIONS VC EXISTING MAIN LEVEL VC EXISTING UPPER LEVEL VC EXISTING ROOF PLAN BOP EXISTING MAIN LEVEL BOP EXISTING UPPER LEVEL BOP EXISTING ROOF LEVEL DH EXSTING MAIN LEVEL DH EXISTING ROOF PLAN PB EXISTING PLANS PH EXISTING PLANS TH EXISTING PLANS SBH EXISTING LOWER LEVEL SBH EXISTING MAIN LEVEL SBH EXISTING UPPER LEVEL SBH EXISTING ROOF LEVEL VC PROPOSED MAIN LEVEL VC PROPOSED UPPER LEVEL VC ROPOSED ROOF PLAN BOP PROPOSED MAIN LEVEL BOP PROPOSED UPPER LEVEL BOP PROPOSED ROOF LEVEL VC EXISTING HEIGHTS VC EXISTING HEIGHTS BOP EXISTING HEIGHTS BOP EXISTING HEIGHTS DH EXISTING HEIGHTS PB EXISTING HEIGHTS PH EXISTING HEIGHTS TH EXISTING HIEGHTS SBH EXISTING HEIGHTS VC PROPOSED HEIGHTS VC PROPOSED HEIGHTS BOP PROPOSED HEIGHTS BOP PROPOSED HEIGHTS BOP TOP OF SLOPE SECTION Aspen CO 81611 ASPEN CENTER FOR ENVIRONMENTAL STUDIES BUILDING PERMIT & CONSTRUCTION DOCUMENTS BUILDING PERMIT NUMBER FIRE SPRINKLER SYSTEM: NFPA 13D (EXISTING TO BE REVISED PER PLANS) CODE EDITIONS: 2015 IRC, 2015 IMC, 20159 IECC, 2015 IPC, 2015 IFGC, 2011 NEC, CITY OF ASPEN MUNICIPAL CODE TITLE 8 SCOPE OF WORK INCLUDES: RENOVATING EXISTING DECK. INTERIOR REMODEL AND ADDITION TO VISITORS CENTER. RENOVATION TO BIRD OF PREY HOUSE. REDESIGNED PARKING AND DRIVEWAY ENTRANCE. VISITORS CENTER BIRD OF PREY BUILDING 10PROPOSED VISITORS CENTER EXISTING PROPOSED ADDITION PROPOSED DECK RENOVATION Exhibit E- ACES Application 339 11VISITORS CENTER Exhibit E- ACES Application 340 12 EXISTING PROPOSED DECK RENOVATION Exhibit E- ACES Application 341 7842' DIRECTORS HOUSE VISITORS CENTER POLE BARN SHED PROPERT Y L I N EPROPERTY LINEFLOOD ZONE BOUNDARY 7839'7835'7836'7837'7838'7838'7839'7840'7840'7839'7838' 7837'7840'7841'7841'7841' 7 8 4 2 ' 7842'7843' 7843' 7843' 7 8 4 2 '7844'7844'7841' 7 8 4 5 '7845'78 4 1 '7840'7839'7838'7837' 7 8 3 6 ' 7 8 3 5 ' 7 8 3 5 ' 7 8 3 5 ' 7842' 7844' STREAM MARGIN REVIEW BOUNDARY VISITORS CENTER SCOPE OF WORK AREA BIRD OF PREY SCOPE OF WORK AREA POND POND LEGEND = TREE TO BE REMOVED 13EXISTING VISITORS CENTER Exhibit E- ACES Application 342 7842' DIRECTORS HOUSE VISITORS CENTER POLE BARN SHED PROPERT Y L I N EPROPERTY LINEFLOOD ZONE BOUNDARY 7839'7835'7836'7837'7838'7838'7839'7840'7840'7839'7838' 7837'7840'7841'7841'7841' 7 8 4 2 ' 7842'7843' 7843' 7843' 7 8 4 2 '7844'7844'7841' 7 8 4 5 '7845'78 4 1 '7840'7839'7838'7837' 7 8 3 6 ' 7 8 3 5 ' 7 8 3 5 ' 7 8 3 5 ' 7842' 7844' STREAM MARGIN REVIEW BOUNDARY DRIVEWAY TO HAVE 16' MIN CLEARANCE FOR FIRE DEPARTMENT ACCESS DRIVEWAY TO HAVE 16' MIN CLEARANCE FOR FIRE DEPARTMENT ACCESS VISITORS CENTER SCOPE OF WORK AREA BIRD OF PREY SCOPE OF WORK AREA PROPOSED ADDITION PROPOSED DECK RENOVATIONPROPOSED DECK RENOVATION POND POND 14PROPOSED VISITORS CENTER Exhibit E- ACES Application 343 15EXISTING BIRD OF PREY Exhibit E- ACES Application 344 COPYRIGHT PROJECT NO: DRAWN BY: FORUM PHI LLC DATE OF PUBLICATION Z-CVR COVER 1/20/21 BL MB 2009.00 Aspen CO 81611 100 PUPPY SMITH ST Aspen Center for Environmental Studies FORUM PHI Aspen: 715 West Main Street, #204 Aspen, Colorado 81611 Carbondale: 36 N. 4th St. Carbondale, CO 81623 forumphi.com p: 970.279.4157 f: 866.770.5585 ZONING SHEET INDEX Z-CVR Z-001 Z-002 Z-003 Z-004 Z-005X Z-006X Z-007X Z-008X Z-009X Z-010 Z-012 Z-013 Z-014 Z-015 Z-016 Z-017 Z-018 Z-019 Z-020 Z-021 Z-022 Z-023 Z-024 Z-025 Z-026 Z-027 Z-028 Z-029 Z-030 Z-031 Z-032 Z-033 Z-034 Z-035 Z-036 Z-037 Z-101X Z-102X Z-103X Z-104X Z-105X Z-106X Z-107X Z-108X Z-109X Z-110X Z-111X Z-112X Z-113X Z-114X Z-115X Z-101 Z-102 Z-103 Z-104 Z-105 Z-106 Z-201X Z-202X Z-203X Z-204X Z-205X Z-206X Z-207X Z-208X Z-209X Z-201 Z-202 Z-203 Z-204 Z-301 COVER ZONING SUMMARY SURVEY SURVEY PLAT MAP PLAT MAP PLAT MAP EXISTING SITE PLAN ENLARGED EXISTING SITE PLAN - VC ENLARGED EXISTING SITE PLAN - BOP ENLARGED EXISTING SITE PLAN - ENTRANCE ENLARGED EXISTING SITE PLAN - PARKING PROPOSED SITE PLAN ENLARGED PROPOSED SITE PLAN - VC ENLARGED PROPOSED SITE PLAN - BOP ENLARGED PROPOSED SITE PLAN - ENTRANCE ENLARGED PROPOSED SITE PLAN - PARKING VC WALL DEMOLITION CALCULATIONS VC ROOF DEMOLITION CALCULATIONS VC EXISTING FLOOR AREA CALCULATIONS VC PROPOSED FLOOR AREA CALCULATIONS BOP WALL DEMOLITON CALCULATIONS BOP ROOF DEMOLITON CALCULATIONS BOP EXISTING FLOOR AREA CALCULATIONS BOP PROPOSED FLOOR AREA CALCULATIONS DH EXISTING FLOOR AREA CALCULATIONS PB EXISTING FLOOR AREA CALCULATIONS PH EXISTING FLOOR AREA CALCULATIONS TH EXISTING FLOOR AREA CALCULATIONS SBH EXISTING FLOOR AREA CALCULATIONS VC EXISTING NET AREA CALCULATIONS VC PROPOSED NET AREA CALCULATIONS BOP EXISTING NET AREA CALCULATIONS BOP PROPOSED NET AREA CALCULATIONS DH EXISTING NET AREA CALCULATIONS PB EXISTING NET AREA CALCULATIONS PH EXISTING NET AREA CALCULATIONS TH EXISTING NET AREA CALCULATIONS SBH EXISTING NET AREA CALCULATIONS VC EXISTING MAIN LEVEL VC EXISTING UPPER LEVEL VC EXISTING ROOF PLAN BOP EXISTING MAIN LEVEL BOP EXISTING UPPER LEVEL BOP EXISTING ROOF LEVEL DH EXSTING MAIN LEVEL DH EXISTING ROOF PLAN PB EXISTING PLANS PH EXISTING PLANS TH EXISTING PLANS SBH EXISTING LOWER LEVEL SBH EXISTING MAIN LEVEL SBH EXISTING UPPER LEVEL SBH EXISTING ROOF LEVEL VC PROPOSED MAIN LEVEL VC PROPOSED UPPER LEVEL VC ROPOSED ROOF PLAN BOP PROPOSED MAIN LEVEL BOP PROPOSED UPPER LEVEL BOP PROPOSED ROOF LEVEL VC EXISTING HEIGHTS VC EXISTING HEIGHTS BOP EXISTING HEIGHTS BOP EXISTING HEIGHTS DH EXISTING HEIGHTS PB EXISTING HEIGHTS PH EXISTING HEIGHTS TH EXISTING HIEGHTS SBH EXISTING HEIGHTS VC PROPOSED HEIGHTS VC PROPOSED HEIGHTS BOP PROPOSED HEIGHTS BOP PROPOSED HEIGHTS BOP TOP OF SLOPE SECTION Aspen CO 81611 ASPEN CENTER FOR ENVIRONMENTAL STUDIES BUILDING PERMIT & CONSTRUCTION DOCUMENTS BUILDING PERMIT NUMBER FIRE SPRINKLER SYSTEM: NFPA 13D (EXISTING TO BE REVISED PER PLANS) CODE EDITIONS: 2015 IRC, 2015 IMC, 20159 IECC, 2015 IPC, 2015 IFGC, 2011 NEC, CITY OF ASPEN MUNICIPAL CODE TITLE 8 SCOPE OF WORK INCLUDES: RENOVATING EXISTING DECK. INTERIOR REMODEL AND ADDITION TO VISITORS CENTER. RENOVATION TO BIRD OF PREY HOUSE. REDESIGNED PARKING AND DRIVEWAY ENTRANCE. VISITORS CENTER BIRD OF PREY BUILDING 16PROPOSED BIRD OF PREY EXISTING PROPOSED DORMER ADDITION Exhibit E- ACES Application 345 7842'21'-0"DIRECTORS HOUSE BIRD OF PREY SHED PROPERT Y L I N EPROPERTY LINEFLOOD ZONE BOUNDARY TOP OF BANK ROARI N G F O R K RIVER 7839' 783 2 ' 783 3 ' 783 4 ' 783 5 ' 7 8 3 6 '7835'7836'7836'7837'7837'7838'7838'7839'7840'7840'7841' BIRD OF PREY SCOPE OF WORK AREA PROPOSED ADDITION PROPOSED DORMER ADDITION POND 7842'21'-0"DIRECTORS HOUSE BIRD OF PREY SHED PROPERT Y L I N EPROPERTY LINEFLOOD ZONE BOUNDARY TOP OF BANK ROARI N G F O R K RIVER 7839' 783 2 ' 783 3 ' 783 4 ' 783 5 ' 7 8 3 6 '7835'7836'7836'7837'7837'7838'7838'7839'7840'7840'7841' BIRD OF PREY SCOPE OF WORK AREA POND 17PROPOSED BIRD OF PREYEXISTING BIRD OF PREY Exhibit E- ACES Application 346 A B C D E T.O. RIDGE @ 120'-9 15/16" EXISTING RIDGE HEIGHT LOFT 201 STORAGE 1 106 ENTRY 101 AVIARY 1 102 TOP OF BANK45 DEGREE PROGRESSIVE LINE HEIGHTT.O. F.F. @ 108'-10 7/8" EXISTING UPPER LEVEL T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL EXISTED BIRD OF PREY 18 Exhibit E- ACES Application 347 A B C D E T.O. RIDGE @ 120'-9 15/16" EXISTING RIDGE HEIGHT LOFT 201 STORAGE 1 106 ENTRY 101 AVIARY 1 102 TOP OF BANK45 DEGREE PROGRESSIVE LINE HEIGHTT.O. F.F. @ 108'-10 7/8" EXISTING UPPER LEVEL T.O. F.F. @ 100'-0" EXISTING MAIN LEVEL 19PROPOSED BIRD OF PREY Exhibit E- ACES Application 348 ACES Property Boundary Tree Mitigation Areas A. Puppy Smith St. B. Mushroom Property South C. East Meadow D. Other Locations E. Hallam Lake Outflow F. Caretaker House Yard ACES Tree Mitigation Plan Overview N 20 Exhibit E- ACES Application 349