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1 AGENDA ASPEN HISTORIC PRESERVATION COMMISSION June 8, 2022 4:30 PM, VIRTUAL MEETING INSTRUCTIONS TO JOIN THE WEBEX MEETING ONLINE: Go to www.webex.com and click on "Join a Meeting" Enter Meeting Number: 2559 658 2876 Enter Password: 81611 Click "Join Meeting" -- OR -- JOIN BY PHONE Call: 1-408-418-9388 Enter Meeting Number: 2559 658 2876 Enter Password: 81611 I.SITE VISIT II.ROLL CALL III.MINUTES III.A.Draft Minutes - 4/27/22 , 05/25/22, 6/02/2022 minutes.hpc.20220427_DRAFT.docx minutes.hpc.20220525_DRAFT.docx minutes.hpc.20220602_DRAFT.docx IV.PUBLIC COMMENTS V.COMMISSIONER MEMBER COMMENTS VI.DISCLOSURE OF CONFLICT OF INTEREST VII.PROJECT MONITORING VIII.STAFF COMMENTS IX.CERTIFICATE OF NO NEGATIVE EFFECT ISSUED X.CALL UP REPORTS 1 2 XI.SUBMIT PUBLIC NOTICE FOR AGENDA ITEMS XII.OLD BUSINESS XIII.NEW BUSINESS XIII.A.121 West Bleeker Street - Final Major Development and Floor Area Bonus, PUBLIC HEARING Memo.121WBleeker.20210608.pdf Resolution.121WBleeker.20210608.pdf ExhibitA.1 HPGuidelinesCriteria.121WBleeker.pdf ExhibitA.2 FloorAreaBonus.pdf ExhibitB.HPC Resolution and Minutes.20210526.pdf Exhibit C.Application.121 W Bleeker.20220608.pdf XIII.B.204 S. Galena Street - Minor Development Review and Commercial Design Review, PUBLIC HEARING Memo.204 S Galena.20210608.pdf Resolution Draft.204 S Galena.20210608.pdf ExhibitA.CommericalGuidelinesCriteria.pdf ExhibitB_ReferralComments.pdf ExhibitC_Application.204 S Galena.20220608.pdf XIV.ADJOURN XV.NEXT RESOLUTION NUMBER TYPICAL PROCEEDING FORMAT FOR ALL PUBLIC HEARINGS (1 Hour, 10 Minutes for each Major Agenda Item) 1. Declaration of Conflicts of Interest (at beginning of agenda) 2. Presentation of proof of legal notice (at beginning of agenda) 3. Applicant presentation (20 minutes) 4. Board questions and clarifications of applicant (5 minutes) 5. Staff presentation (5 minutes) 6. Board questions and clarifications of staff (5 minutes) 7. Public comments (5 minutes total, or 3 minutes/ person or as determined by the Chair) 8. Close public comment portion of hearing 9. Applicant rebuttal/clarification (5 minutes) 10. Staff rebuttal/clarification (5 minutes) End of fact finding. Chairperson identifies the issues to be discussed. 11. Deliberation by the commission and findings based on criteria commences. No further input from applicant or staff unless invited by the Chair. Staff may ask to be recognized if there is a factual error to be corrected. If the item is to be continued, the Chair may provide a summary of areas to be restudied at their discretion, but the applicant is not to 2 3 re-start discussion of the case or the board’s direction. (20 minutes) 12. Motion Updated: November 15, 2021 3 SITE VISIT & REGULAR MEETING HISTORIC PRESERVATION COMMISSION APRIL 27TH, 2022 HPC Site Visit April 27th, 2022, at 949 W. Smuggler - AspenModern Designation and Conceptual Review. Site visit started at 12:00pm. Commissioners in attendance: Kara Thompson, Jodi Surfas, Roger Moyer, and Barb Pitchford. Staff present: Amy Simon – Planning Director Natalie Feinberg Lopez, Principal Historic Preservation Officer Kate Johnson, Assistant City Attorney Also present were the applicant and the applicant’s representative. Tour of site, staff and applicant identified approximate location of lot split boundary and setback lines. They also identified trees and accessory structures. MOTION: Mr. Moyer moved to continue the public hearing to May 11th, 2022. Ms. Thompson seconded. Roll call vote: Mr. Moyer, yes; Ms. Thompson, yes; Ms. Surfas, yes; Ms. Pitchford, yes. All in favor, motion passes. The site visit ended at 12:50pm. ____________________ Kate Johnson, Assistant City Attorney Chairperson Thompson opened the regular meeting of the Aspen Historic Preservation Commission at 4:30pm. Commissioners in attendance: Jeffrey Halferty, Kara Thompson, Jodi Surfas, Peter Fornell, Roger Moyer, Barb Pitchford and Sheri Sanzone. Staff present: Natalie Feinberg Lopez, Principal Planner Historic Preservation Kate Johnson, Assistant City Attorney Mike Sear, Deputy City Clerk MINUTES: None. PUBLIC COMMENTS: None. COMMISSION MEMBER COMMENTS: Mr. Halferty commented that it was exciting to have everyone in person. Ms. Sanzone asked about the potential to have a hybrid meeting to allow better participation for all parties. There was some discussion about the current capabilities of holding hybrid meetings and Ms. Johnson mentioned that she had stressed to City Staff that the ability for hybrid meetings would be appreciated by board members, applicants and members of the public wishing to participate. 4 SITE VISIT & REGULAR MEETING HISTORIC PRESERVATION COMMISSION APRIL 27TH, 2022 DISCLOSURE OF CONFLICTS OF INTEREST: None. PROJECT MONITORING: None. STAFF COMMENTS: Ms. Johnson mentioned that there were a number of outreach opportunities surrounding the Moratorium if any board members would be interested in participating. Ms. Thompson asked if anything had come of the lighting meetings that had occurred. Ms. Feinberg Lopez described the two meetings she had attended. Mr. Fornell asked if there had been any resolution regarding the project monitoring matter at 930 King St. Ms. Feinberg Lopez said that it was a project of Sarah Yoon and she was not completely up to date but thought it was still in process. There was some discussion on the project. CERTIFICATE OF NO NEGATIVE EFFECT: None. CALL UP REPORTS: None. SUBMIT PUBLIC NOTICE FOR AGENDA ITEMS: Ms. Johnson said that she reviewed public notice and that notice was provided per the code for the agenda item. OLD BUSINESS: 312 W. Hyman – Conceptual Review and Setback Variations Applicant Presentation: Jeffrey Woodruff - Cloud Hill Design / David Tarrab – Applicant Mr. Woodruff stated that they went back and reviewed the Historic Preservation Guidelines and the packet provided City Council for the original historic designation noting the key physical attributes of the resource. He then showed some similar chalet style examples that they are using as reference and historic pictures of the existing chalet. He described some of the interior features they are planning on, referencing some interior pictures of the chalet and showed some newspaper clippings from the time the chalet was built. He showed what they had proposed in January and mentioned that the Commission had requested the applicant team go back and restudy each of the façades and the fenestration. He also mentioned that the Commission didn’t have much issue with the garage/bedroom conversion and that they had spent a lot of time with Parks and Forestry. He went over some changes made to the façades and upper and lower levels by showing the existing and proposed plans. He then showed the updated renderings highlighting that the proposed south elevation is exactly what the existing chalet looks like currently including the garage doors. The only modification is on the window under the eave. The west façade, a previous concern to the Commission, is virtually unchanged from existing conditions. He then went over each façade comparing the existing and proposed side by side. Next, he described some of the energy efficiency studies that they conducted with a consultant from CORE and the proposed lighting options. The placement of the one car garage in the rear was then discussed in regard to the layout of the existing trees on the site and potential setbacks. Other landscaping ideas were also described. 5 SITE VISIT & REGULAR MEETING HISTORIC PRESERVATION COMMISSION APRIL 27TH, 2022 Ms. Sanzone asked if the civil site grading and drainage sheet was existing or proposed. Mr. Woodruff said it was basically existing. There was some discussion on the placement of drywells in the back of the property in relations to existing trees. Ms. Sanzone then asked if the existing transformer was adequate to serve the house. Mr. Woodruff said it may need to be upgraded because of the planned renewable energy aspects of remodel. Mr. Fornell asked about the visibility of the skylights from the street and how they plan to be in compliance with the lighting code for them. Mr. Woodruff said they had reduced the total skylights from six to three and if the Commission would like them shaded, they could do that. Mr. Halferty asked about the south elevation and the existing vent under the eave. Mr. Woodruff said the proposal is for either a hopper or an awning, but that the rough opening would be the same. Mr. Halferty then asked if they are proposing to rebuild the existing chimney in the same place. Mr. Woodruff said no and that they are proposing to relocate it to the middle of the new living room. They then discussed the retaining wall on the west side of the lot. Ms. Thompson asked if they had spoken with engineering about the front driveway. Mr. Woodruff said yes. Potential sidewalks and curb cuts were then discussed. Mr. Fornell wanted to confirm that Engineering did not have an issue with the south curb cut on Hyman. Ms. Feinberg Lopez said they did not. Staff Presentation:Natalie Feinberg Lopez - Principal Planner Historic Preservation Ms. Feinberg Lopez started her presentation by showing the existing location and conditions. She then went over some of the previously proposed changes and described the current modifications to those changes. She wanted the Commission to discuss the new proposed skylights and the relocating the exterior stairs which will result in an increase of the deck space. Both are usually not allowed per the guidelines. She said she is inclined to agree with both of those items. She then went over other proposals and staff recommendations. Variances were then reviewed, referencing the site plan as to the placement of the garage in the rear. She stressed the amount of time spent with Parks regarding the preservation of the main trees on the lot. She asked that the lighting and drainage plans be postponed to final review. She stated that staff recommends approval for this application and went over some details of this recommendation. Mr. Halferty commented on the addition on the north side and that historically eave overhangs are larger than what is proposed. He asked if staff found any issues with the minimal overhang with relation to the wall of the addition. Ms. Feinberg Lopez said there was significant discussion on this, but if the addition doesn’t get tucked under the eave, then there would be a change in the roof. In maintaining the south and west elevations, the north side was all they had to work with. She also mentioned that from the street you can’t see any of the addition on the north side. Mr. Halferty also asked about the proposed landscape plan where the driveway meets the building and whether staff had any comment on the density of the hedges and the border they create that is not typical of the chalet style. Ms. Feinberg Lopez said since it was removable it could be reversed at any time and could be part of the landscape discussion at final. Mr. Halferty then asked about any staff comments on the proposed chimney placement since it wasn’t typical of the chalet style. Ms. Feinberg Lopez said it would be her preference to keep it in its current location, but the existing chimney and fireplace system is not at all within the energy efficiency standards that are proposed. 6 SITE VISIT & REGULAR MEETING HISTORIC PRESERVATION COMMISSION APRIL 27TH, 2022 Ms. Surfas asked about the flat skylights and day lighting. Ms. Feinberg Lopez said that normally new roof penetrations are not allowed, but since it’s a flat roof you will not be able to see them. She also noted the skylights will add to the energy efficiency of the building, but that doesn’t mean they have to move forward with them as they go against the guidelines. Mr. Fornell asked if the board had any say on the interior design, in relation to the rafters. Ms. Feinberg Lopez said no. PUBLIC COMMENT: None. BOARD DISCUSSION: Ms. Thompson said that since they had already seen and discussed this project that they didn’t have much to discuss. She was in support of the skylights seeing as the applicant had removed the triangle windows from the south façade and she was appreciative of the reduction of the number of skylights. She also appreciated the removal of the addition on the west side and thought the new proposed addition was in the appropriate location. She agreed with the stair adjustment. She appreciated the effort and cooperation that had been done with the Parks department. She believed the approach being taken with respect to the driveway and rear garage to satisfy the two parking spaces was appropriate. Her only comment was about the proposed chimney but thought it could go to final review. She asked if more detail and study of the terminus and scale of the chimney could be presented at final. Ms. Sanzone supported all of Ms. Thompson’s comments but did have concerns of the drainage plan. She recommended a condition of approval be that what is brought back at final does not further impact the trees that are trying to be saved. She also had concerns of the utility run and if it needed to be upgraded which may further impact the trees. She commented on the potential of the fence’s impacts on the shrub plantings but appreciated the species that were selected. Mr. Halferty thanked the whole team and agreed with comments from Ms. Thompson and Ms. Sanzone regarding the alterations and design for conceptual approval. He had reservations of the overhang eave but appreciated the removal of the addition on the more prominent west side. He thanked the applicant for working with the forester and Parks on the location of the garage. He thought the change under the eave from a vent to a window, as long as it was the same scale, could be up to staff and monitor. As for the skylights, he had some resistance from a consistency standpoint, but understood why it works on this and appreciated them pushing them back. He thought the changes to the staircase on the east side were allowable. He then went over a few other items that would be discussed further at final. He commented that the chimney is not typical for the style of architecture and would like to see more detail on how this will look but was not a fan of it being on center. Mr. Fornell wanted to note that the neighbors all sit at higher elevations than this building. He appreciated the reduction in skylights but wanted to recommend a condition of approval to include shading of the skylights. Mr. Moyer agreed with the skylights and stair adjustment and other comments made by fellow commissioners. He had no additional comments. Ms. Surfas was ok with the skylights but agreed with the shading. She also wanted to see more details on the chimney and thought it was a bit odd being right in the center. 7 SITE VISIT & REGULAR MEETING HISTORIC PRESERVATION COMMISSION APRIL 27TH, 2022 Ms. Johnson mentioned that the Resolution provided should be #6 and that there are some standard conditions of approval for major conceptual development that may want to be considered as additions to this Resolution if they are planning on approving it. She went over these in some detail. MOTION: Ms. Thompson moved to approve Resolution #6 with the following conditions. #1 - to provide details and final location of proposed drain basins making sure they do not conflict with trees that are being preserved. #2 - to provide a detailed roof plan. #3 - to provide a detailed preservation plan. #4 – to provide detailed information on the proposed chimney at final review. #5 – development application for the final development plan shall be submitted within one year from conceptual approval. #6 – shading be provided at skylight locations. #7 – details on the garage overhangs and window elements be provided at final review. #8 – information be provided on the window layouts and proportions for all new windows. #9 – a 7’ 9” combined side yard setback variance is granted for the property. Ms. Sanzone asked for an amendment to condition #1 to include other site utilities and not just drainage. Ms. Thompson said yes. Ms. Sanzone also asked that the drainage design be compliant with the guidelines. She also asked to amend conditions #2 to include all other roof penetrations. Mr. Halferty seconded the amended motion. Roll call vote: Mr. Fornell, yes; Mr. Moyer, yes; Ms. Sanzone, yes; Ms. Surfas, yes; Ms. Pitchford, abstain; Mr. Halferty, yes; Ms. Thompson, yes. 6-0, with member one abstaining. Motion passes. ADJOURN: Ms. Thompson motioned to adjourn. Mr. Halferty seconded. All in favor; motion passed. ____________________ Mike Sear, Deputy City Clerk 8 REGULAR MEETING HISTORIC PRESERVATION COMMISSION MAY 25TH, 2022 Chairperson Thompson opened the meeting of the Aspen Historic Preservation Commission at 4:30pm. Commissioners in attendance: Kara Thompson Staff present: Sarah Yoon, Historic Preservation Planner Jim True, City Attorney Mike Sear, Deputy City Clerk Risa Rushmore, Administrative Assistant II OLD BUSINESS: 303 S. Galena- Minor Development, SY, PUBLIC HEARING CONTINUED FROM 3/9, CONTINUE TO 7/13 Ms. Thompson moved to continue the Public Hearing until 7/13/2022. ADJOURN: Ms. Thompson moved to adjourn. ____________________ Mike Sear, Deputy City Clerk 9 SPECIAL MEETING HISTORIC PRESERVATION COMMISSION JUNE 2ND, 2022 Chairperson Thompson opened the special meeting of the Aspen Historic Preservation Commission at 12:00pm. Commissioners in attendance: Barb Pitchford, Peter Fornell, Jodi Surfas, Roger Moyer, Jeffrey Halferty, and Kara Thompson. Commissioners not in attendance: Sheri Sanzone Staff present: Amy Simon, Planning Director Ben Anderson, Principal Long Range Planner Garrett Larimer, Senior Planner Kate Johnson, Assistant City Attorney Cindy Klob, Records Manager MINUTES: None. PUBLIC COMMENTS: None. OTHER BUSINESS: Discussion of and recommendation to Council regarding the future review process for affordable housing development on properties within HPC’s jurisdiction Mr. Ben Anderson, Principal Long-Range Planner, introduced the information provided in the memo included in the packet. The memo discusses City Council’s direction to assess residential policies and prioritizing amendments to allow 100% affordable housing developments as a permitted use in all residential zone districts. Ms. Amy Simon, Planning Director, reviewed staff’s proposal of 100% affordable housing projects that are fully compliant with all other code aspects be reviewed and approved administratively, with a few exceptions. She stated there are some concerns the Historic Preservation (HP) guidelines may complicate efforts to develop affordable housing. She then discussed the two circumstances in which the proposed amendments may impact the HPC Board review processes. 1) A residential property under HPC’s jurisdiction with no historic resource, only context. 2) A residential property under HPC’s jurisdiction with a historic resource on site. Ms. Simon noted some examples of proposed reduced HP guidelines including the following. 1) Creating porosity on a site 2) Distinguishing the old and new resources 3) Ensuring the proportions of the historic building are incorporated in the new development She reiterated HPC would still be deciding preservation, relocation, demolition, and variations. Mr. Moyer stated conceptually it is a good idea. He would like to have a monitoring component included. 10 SPECIAL MEETING HISTORIC PRESERVATION COMMISSION JUNE 2ND, 2022 Ms. Thompson stated she would like to see a requirement of landscaping being compatible with the context of the property included as Ms. Sanzone has brought up in previous HPC meetings. Ms. Pitchford also likes the idea of having a monitoring process. Mr. Fornell stated it is a shame more units were not included in the 1020 E Cooper project. Mr. Anderson noted there are some challenges between HPC guidelines and the underlying zone districts. He stated any variances will go to the appropriate board and not decided by staff. Ms. Thompson asked about sites containing nonhistoric structures to be removed. Ms. Simon responded these situations would be presented to HPC for review. She added HPC would not review the aesthetics of the new construction. Several board members discussed the challenges in differentiating the historic resource from the new construction. Ms. Simon reviewed the HPC guidelines and noted it can be challenging to distinguish at times because there are no guidelines regarding color and other factors. Ms. Simon stated she would include the suggestions provided by the board members and provide the information to the board for their comments. MOTION: Ms. Thompson moved to support staff’s suggested amendments and to also support allowing the HPC Chair to sign the resolution with any final modifications. Mr. Moyer seconded. Ms. Thompson requested a roll call vote: Ms. Pitchford, yes; Mr. Fornell, yes; Ms. Surfas, yes; Mr. Halferty, yes; Mr. Moyer, yes; Ms. Thompson, yes; for a total of six (6) in favor – zero (0) not in favor. The motion passed. ADJOURN: Ms. Thompson motioned to adjourn. Mr. Moyer seconded. All in favor; the motion passed. Cindy Klob, Records Manager 11 Page 1 of 4 427 Rio Grande Place, Aspen, CO 81611-1975 | P: 970.920.5197 | aspen.gov Memorandum TO: Aspen Historic Preservation Commission FROM: Sarah Yoon, Historic Preservation Planner THROUGH: Natalie Feinberg Lopez, Historic Preservation Officer MEETING DATE: June 8, 2022 RE: 121 West Bleeker Street – Final Major Development and Floor Area Bonus, PUBLIC HEARING 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: On May 26, 2021, the applicant received Conceptual Major Development approval 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. Setback variations and a 205 s.f. floor area bonus was granted to the design with a unanimous vote of 7-0 during the second round of design review. 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 4 of this memo. Site Locator Map – 121 W. Bleeker Street 121 12 Page 2 of 4 427 Rio Grande Place, Aspen, CO 81611-1975 | P: 970.920.5197 | aspen.gov 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. • Floor Area Bonus (Section 26.415.110.F) to revise the floor area bonus request to 250 square feet of floor area to build the approved design. This project was called up by City Council and presented on July 13, 2021. City Council upheld HPC’s decision and approvals. PROJECT SUMMARY: The applicant received Conceptual Major Development approval to fully restore the historic resource and construct a new addition to the rear of the property. The historic home will be temporarily relocated on-site during the excavation of the basement, then placed back in its historic location on the lot. The height of the resource will be maintained. Setback variations for new mechanical equipment and a 205 s.f. floor area bonus was granted for the approved design. The Final Major Development review focuses on landscape design, selection of materials and fenestration, and the final lighting plan. The applicant presents a more refined landscape design with a landscape architect on board the project and a request to correct the floor area bonus from 205 s.f. to 250 s.f. to construct the approved design without change. STAFF COMMENTS: The existing landscape features and plantings currently expands into the right-of-way. Two large cottonwood trees and a historic metal fence are located at the front of the property. Existing privacy fences are to remain in place without any further alterations. Staff finds the proposed pathways do not meet the Design Guidelines and requires a restudy with input from the Parks Department about work in the driplines of trees. The perennial plantings, particularly in the right- of-way, should be reduced, and the retention of the existing metal fence along the front of the Figure 1 – 121 W. Bleeker, 2000 13 Page 3 of 4 427 Rio Grande Place, Aspen, CO 81611-1975 | P: 970.920.5197 | aspen.gov property should be further discussed by HPC. Overall, staff supports the approval for Final Major Development and find the listed items above may be finalized through the staff & monitor process. Staff recommends HPC review the following topics: 1. Landscape and Lighting Plans: The proposed landscape design increases the use of perennial plantings around the front of the property with limited areas of sod. Sod would not be feasible in certain areas due to the large cottonwood trees; however, in areas around the resource, staff finds it to be the more historically appropriate setting for the historic resource. The planting beds and shrubs in the right-of-way may not be permitted by the Parks Department because they interfere with the established cottonwoods and implies a privatization of land. Staff recommends the reduction of perennial plantings and working with the Parks Department for their feedback on appropriate landscaping in the right-of-way. The landscape plan also shows a curved concrete walkway leading up to the front porch, similar to what is there currently. Staff supports the grey concrete material for the main walkway, but the Design Guidelines recommend a perpendicular path from the street to the front entry. A meandering path is only allowed at points where trees need to be avoided (Design Guidelines 1.6). In addition, there are two secondary paths that connect the front walkway to the hardscaped areas behind the historic resource. Staff recommends these secondary paths be reduced in scale and the main walkway be straightened out to the best extent possible. All walking surfaces must be compliant with necessary dripline protection that the Parks Department may require. A drywell is located at the front of the property along the east side. As the applicant team continues to work with the relevant City Departments towards a finalized storm water mitigation plan, staff recommends all features have minimal visual impact (Design Guideline 1.8). The lighting plans include code compliant fixtures and no landscape lighting. There are two recessed can lights that are proposed for the historic porch. Staff recommends one recessed light in this area to provide a level of illumination that is minimal (Design Guideline 12.3). Lastly, there is an existing wrought iron fence on the property that is not original to the site. In circumstances where there is no historical evidence of an ornate wrought iron fence, the design guidelines encourage a modest wooden fence with a transparent quality that allows for clear views of the resource from the street. Retaining the existing wrought iron fence may create a false sense of history that would be inaccurate (Design Guideline 1.18). HPC discussion regarding the matter is requested. 2. New Addition – Materials and Fenestration: The new addition is recessed and sited behind the historic resource. Although the connection point between old and new construction is wider than the typical connecting element, it was determined during the conceptual hearing that this would be appropriate for this property since no historic material will be lost. The new addition 14 Page 4 of 4 427 Rio Grande Place, Aspen, CO 81611-1975 | P: 970.920.5197 | aspen.gov uses different applications of wood siding to relate to the historic resource. The fenestration on the new addition is a departure from the historic resource but maintains a glazing to wall ratio that is visually compatible. If there is a stone foundation at the base of the historic resource, this will need to be maintained, otherwise an exposed concrete or painted metal flashing would be appropriate (Design Guideline 9.5). Information about the foundation and exterior conditions of the historic resource will need to be provided as part of the preservation plan along with the proposed treatments for restoration. 3. Floor Area Bonus Updates: A calculation error was discovered for floor area that needs to be corrected in order for the approved conceptual design to be built. The applicant requests for a revised amount of 250 s.f. to resolve this error. It is important to note that this request will not change the mass and scale of the approved addition in any way. Staff supports the updated floor area bonus request. RECOMMENDATION: Staff recommends the Historic Preservation Commission (HPC) approve this application with the following conditions: 1. The landscape plan to be finalized by staff & monitor with regard to reducing plantings, particularly in the right-of-way, and restudying the proposed walkways to meet Design Guideline 1.6. Final plan to be reviewed and approved prior to building permit submission. 2. Submit a preservation plan that includes documentation of existing conditions and proposed treatments for restoration for staff & monitor level approval, prior to building permit submission. 3. Continue working 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 and review finalized stormwater plan with staff & monitor, prior to building permit submission. 4. Reduce porch lighting to one fixture and provide location of fires department connection (FDC) hook-up and strobe to staff & monitor prior to permit submission. The FDC is to be sensitively located and the strobe is to be a white casing. 5. The approved conceptual design with no changes is granted a revised floor area bonus of 250 s.f. 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. ATTACHMENTS: Resolution #____, Series of 2022 Exhibit A.1 – Historic Preservation Design Guidelines Criteria / Staff Findings Exhibit A.2 – Floor Area Bonus / Staff Findings Exhibit B – HPC Resolution #10, Series of 2021 and Meeting Minutes, May 26, 2021 Exhibit C – Application 15 HPC Resolution #__, Series of 2022 Page 1 of 4 RESOLUTION #__, SERIES OF 2022 A RESOLUTION OF THE ASPEN HISTORIC PRESERVATION COMMISSION (HPC) GRANTING FINAL MAJOR DEVELOPMENT REVIEW AND A FLOOR AREA BONUS FOR THE PROPERTY LOCATED AT 121 WEST BLEEKER STREET, 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 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 ½ of Lot C, all of Lot D, and the West ½ 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 Final 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.4.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 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 June 8, 2022. HPC considered the application, the staff memo and public comment, and found the proposal consistent with the review standards and granted approval with conditions by a vote of __-__. NOW, THEREFORE, BE IT RESOLVED: That HPC hereby approves Final Major Development and Floor Area Bonus for 121 W. Bleeker Street, the East ½ of Lot C, all of Lot D, and the West ½ of Lot E, Block 58, City and Townsite of Aspen, CO as follows: Section 1: Final Major Development and Floor Area Bonus. HPC hereby approves Final Major Development and Floor Area Bonus as proposed with the following conditions: 16 HPC Resolution #__, Series of 2022 Page 2 of 4 1. The landscape plan to be finalized by staff & monitor with regard to reducing plantings, particularly in the right-of-way, and restudy of the proposed walkways to meet Design Guideline 1.6. Final plan to be reviewed and approved prior to building permit submission. 2. Submit preservation plan that includes documentation of existing conditions and proposed treatments for restoration for staff & monitor approval, prior to building permit submission. 3. As required in the Conceptual approval, Resolution #10, Series of 2021, continue to 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 and review finalized stormwater plan with staff & monitor prior to building permit submission. 4. Reduce porch lighting to one fixture and provide location of fires department connection (FDC) hook-up and strobe to staff & monitor prior to permit submission. The FDC is to be sensitively located and the strobe is to be a white casing. 5. As required in the Conceptual approval, Resolution #10, Series of 2021, the lightwell abutting the historic resource must have a curb height of 6” or less. 6. The approved conceptual design with not changes is granted a revised floor area bonus of 250 s.f. 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. As required in the Conceptual approval, Resolution #10, Series of 2021, the following setback variations for the proposed design is 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. 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 Preservation Commission, 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. 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 17 HPC Resolution #__, Series of 2022 Page 3 of 4 deemed a separate, distinct and independent provision and shall not affect the validity of the remaining portions thereof. Section 5: Vested Rights The development approvals granted herein shall constitute a site-specific development plan vested for a period of three (3) years from the date of issuance of a development order. However, any failure to abide by any of the terms and conditions attendant to this approval shall result in the forfeiture of said vested property rights. Unless otherwise exempted or extended, failure to properly record all plats and agreements required to be recorded, as specified herein, within 180 days of the effective date of the development order shall also result in the forfeiture of said vested property rights and shall render the development order void within the meaning of Section 26.104.050 (Void permits). Zoning that is not part of the approved site-specific development plan shall not result in the creation of a vested property right. No later than fourteen (14) days following final approval of all requisite reviews necessary to obtain a development order as set forth in this Ordinance, the City Clerk shall cause to be published in a newspaper of general circulation within the jurisdictional boundaries of the City of Aspen, a notice advising the general public of the approval of a site specific development plan and creation of a vested property right pursuant to this Title. Such notice shall be substantially in the following form: Notice is hereby given to the general public of the approval of a site specific development plan, and the creation of a vested property right, valid for a period of three (3) years, pursuant to the Land Use Code of the City of Aspen and Title 24, Article 68, Colorado Revised Statutes, pertaining to the following described property: 121 W. Bleeker Street. Nothing in this approval shall exempt the development order from subsequent reviews and approvals required by this approval of the general rules, regulations and ordinances or the City of Aspen provided that such reviews and approvals are not inconsistent with this approval. The approval granted hereby shall be subject to all rights of referendum and judicial review; the period of time permitted by law for the exercise of such rights shall not begin to run until the date of publication of the notice of final development approval as required under Section 26.304.070(A). The rights of referendum shall be limited as set forth in the Colorado Constitution and the Aspen Home Rule Charter. APPROVED BY THE COMMISSION at its regular meeting on the 8th day of June, 2022. Approved as to Form: Approved as to Content: ________________________________ ________________________________ Katharine Johnson, Assistant City Attorney Kara Thompson, Chair 18 HPC Resolution #__, Series of 2022 Page 4 of 4 ATTEST: ________________________________ Cindy Klob, Records Manager / City Clerk 19 Page 1 of 18 Exhibit A.1 Historic Preservation Design Guidelines Criteria Staff Findings NOTE: Staff responses begin on page 17 of this exhibit, following the list of applicable guidelines. 26.415.070.D Major Development. No building, structure or landscape shall be erected, constructed, enlarged, altered, repaired, relocated or improved involving a designated historic property or a property located within a Historic 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. An application for a building permit cannot be submitted without a development order. 3. Conceptual Development Plan Review b) The procedures for the review of conceptual development plans for major development projects are as follows: 1) The Community Development Director shall review the application materials submitted for conceptual or final development plan approval. If they are determined to be complete, the applicant will be notified in writing of this and a public hearing before the HPC shall be scheduled. Notice of the hearing shall be provided pursuant to Section 26.304.060.E.3 Paragraphs a, b and c. 2) Staff shall review the submittal material and prepare a report that analyzes the project's conformance with the design guidelines and other applicable Land Use Code sections. This report will be transmitted to the HPC with relevant information on the proposed project and a recommendation to continue, approve, disapprove or approve with conditions and the reasons for the recommendation. The HPC will review the application, the staff analysis report and the evidence presented at the hearing to determine the project's conformance with the City Historic Preservation Design Guidelines. 3) 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. 4) A resolution of the HPC action shall be forwarded to the City Council in accordance with Section 26.415.120 - Appeals, notice to City Council, and call-up. No applications for Final Development Plan shall be accepted by the City and no associated permits shall be issued until the City Council takes action as described in said section. 20 Page 2 of 18 Chapter 1: Site Planning & Landscape Design MET NOT MET 1.1 All projects shall respect the historic development pattern or context of the block, neighborhood or district. 1.4 Design a new driveway or improve an existing driveway in a manner that minimizes its visual impact. 1.5 Maintain the historic hierarchy of spaces. 1.6 Provide a simple walkway running perpendicular from the street to the front entry on residential projects. NOT MET 1.7 Provide positive open space within a project site. 1.8 Consider stormwater quality needs early in the design process. 1.10 Built-in furnishings, such as water features, fire pits, grills, and hot tubs, that could interfere with or block views of historic structures are inappropriate. 1.11 Preserve and maintain historically significant landscaping on site, particularly landmark trees and shrubs. 1.12 Provide an appropriate context for historic structures. See diagram. 1.13 Additions of plant material to the landscape that could interfere with or block views of historic structures are inappropriate. 1.14 Minimize the visual impacts of landscape lighting. 1.18 When building an entirely new fence, use materials that are appropriate to the building type and style.NOT MET 1.20 Any fence taller than 42” should be designed so that it avoids blocking public views of important features of a designated building. 1.23 Re-grading the site in a manner that changes historic grade is generally not allowed and will be reviewed on a case by case basis. Chapter 2: Rehabilitation - Building Materials MET NOT MET 2.1 Preserve original building materials. 2.2 The finish of materials should be as it would have existed historically. 2.3 Match the original material in composition, scale and finish when replacing materials on primary surfaces. 2.4 Do not use synthetic materials as replacements for original building materials. 2.5 Covering original building materials with new materials is inappropriate. 2.6 Remove layers that cover the original material. Chapter 3: Rehabilitation - Windows MET NOT MET 3.1 Preserve the functional and decorative features of a historic window. 3.2 Preserve the position, number, and arrangement of historic windows in a building wall. 3.3 Match a replacement window to the original in its design. MET MET MET MET MET MET CONDITION CONDITION Historic Preservation Design Guidelines Review Criteria for 121 W. Bleeker The applicant is requesting Final Major Development review for restoring the historic resource and a new above grade addition. The proposed design must meet applicable Historic Preservation Design Guidelines. CONDITION MET MET CONDITION CONDITION MET MET CONDITION MET MET MET MET MET MET CONDITION 21 Page 3 of 18 3.4 When replacing an original window, use materials that are the same as the original. 3.5 Preserve the size and proportion of a historic window opening. 3.6 Match, as closely as possible, the profile of the sash and its components to that of the original window. 3.7 Adding new openings on a historic structure is generally not allowed. Chapter 4: Rehabilitation - Doors MET NOT MET 4.1 Preserve historically significant doors. 4.2 Maintain the original size of a door and its opening. 4.3 When a historic door or screen door is damaged, repair it and maintain its general historic appearance. 4.4 When replacing a door or screen door, use a design that has an appearance similar to the original door or a door associated with the style of the building. 4.7 Preserve historic hardware. Chapter 5: Rehabilitation - Porches & Balconies MET NOT MET 5.1 Preserve an original porch or balcony. 5.2 Avoid removing or covering historic materials and details. 5.3 Enclosing a porch or balcony is not appropriate. 5.4 If reconstruction is necessary, match the original in form, character and detail. 5.5 If new steps are to be added, construct them out of the same primary materials used on the original, and design them to be in scale with the porch or balcony 5.6 Avoid adding handrails or guardrails where they did not exist historically, particularly where visible from the street. Chapter 6: Rehabilitation - Architectural Details MET NOT MET 6.1 Preserve significant architectural features. 6.2 When disassembly of a historic element is necessary for its restoration, use methods that minimize damage to the original material. 6.3 Remove only the portion of the detail that is deteriorated and must be replaced. 6.4 Repair or replacement of missing or deteriorated features are required to be based on original designs. 6.5 Do not guess at “historic” designs for replacement parts. Chapter 7: Rehabilitation - Roofs MET NOT MET 7.1 Preserve the original form of a roof. 7.2 Preserve the original eave depth. 7.3 Minimize the visual impacts of skylights and other rooftop devices. 7.4 New vents should be minimized, carefully, placed and painted a dark color. 7.5 Preserve original chimneys, even if they are made non-functional. 7.7 Preserve original roof materials. MET MET MET MET MET MET MET MET MET MET MET MET MET MET MET MET MET MET MET MET MET MET MET MET CONDITION MET 22 Page 4 of 18 7.8 New or replacement roof materials should convey a scale, color and texture similar to the original. 7.9 Avoid using conjectural features on a roof. 7.10 Design gutters so that their visibility on the structure is minimized to the extent possible. Chapter 9: New Construction - Excavation, Building Relocation & Foundations MET NOT MET 9.1 Developing a basement by underpinning and excavating while the historic structure remains in place may help to preserve the historic fabric. 9.2 Proposals to relocate a building will be considered on a case-by-case basis. 9.3 Site a relocated structure in a position similar to its historic orientation. 9.4 Position a relocated structure at its historic elevation above grade. 9.5 A new foundation shall appear similar in design and materials to the historic foundation. 9.6 Minimize the visual impact of lightwells. 9.7 All relocations of designated structures shall be performed by contractors who specialize in moving historic buildings, or can document adequate experience in successfully relocating such buildings. Chapter 10: New Construction - Building Additions MET NOT MET 10.2 A more recent addition that is not historically significant may be removed. 10.3 Design a new addition such that one's ability to interpret the historic character of the primary building is maintained. 10.4 The historic resource is to be the focus of the property, the entry point, and the predominant structure as viewed from the street. 10.6 Design a new addition to be recognized as a product of its own time. 10.8 Design an addition to be compatible in size and scale with the main building. 10.9 If the addition is taller than a historic building, set it back from significant façades and use a “connector” to link it to the historic building. 10.10 Place an addition at the rear of a primary building or set it back substantially from the front to minimize the visual impact on the historic structure and to allow the original proportions and character to remain prominent. 10.11 Roof forms shall be compatible with the historic building. 10.12 Design an addition to a historic structure that does not destroy or obscure historically important architectural features. Chapter 12: Accessibility, Lighting, Mech. Equipment, Services Areas & Signs MET NOT MET 12.3 Exterior light fixtures should be simple in character. 12.4 Minimize the visual impacts of utilitarian areas, such as mechanical equipment and trash storage. MET MET CONDITION MET MET MET MET MET MET MET MET MET MET MET CONDITION CONDITION MET CONDITION MET CONDITION MET 23 Page 5 of 18 Relevant Historic Preservation Design Guidelines: 1.1 All projects shall respect the historic development pattern or context of the block, neighborhood or district. • Building footprint and location should reinforce the traditional patterns of the neighborhood. • Allow for some porosity on a site. In a residential project, setback to setback development is typically uncharacteristic of the historic context. Do not design a project which leaves no useful open space visible from the street. 1.4 Design a new driveway or improve an existing driveway in a manner that minimizes its visual impact. • If an alley exists at the site, the new driveway must be located off it. • Tracks, gravel, light grey concrete with minimal seams, or similar materials are appropriate for driveways on Aspen Victorian properties. 1.5 Maintain the historic hierarchy of spaces. • Reflect the established progression of public to private spaces from the public sidewalk to a semi- public walkway, to a semi private entry feature, to private spaces. 1.6 Provide a simple walkway running perpendicular from the street to the front entry on residential projects. • Meandering walkways are not allowed, except where it is needed to avoid a tree or is typical of the period of significance. • Use paving materials that are similar to those used historically for the building style and install them in the manner that they would have been used historically. For example on an Aspen Victorian landmark set flagstone pavers in sand, rather than in concrete. Light grey concrete, brick or red sandstone are appropriate private walkway materials for most landmarks. • The width of a new entry sidewalk should generally be three feet or less for residential properties. A wider sidewalk may be appropriate for an AspenModern property. 1.7 Provide positive open space within a project site. • Ensure that open space on site is meaningful and consolidated into a few large spaces rather than many small unusable areas. • Open space should be designed to support and complement the historic building. 1.8 Consider stormwater quality needs early in the design process. • When included in the initial planning for a project, stormwater quality facilities can be better integrated into the proposal. All landscape plans presented for HPC review must include at least a preliminary representation of the stormwater design. A more detailed design must be reviewed and approved by Planning and Engineering prior to building permit submittal. • Site designs and stormwater management should provide positive drainage away from the historic landmark, preserve the use of natural drainage and treatment systems of the site, reduce the generation of additional stormwater runoff, and increase infiltration into the ground. Stormwater facilities and conveyances located in front of a landmark should have minimal visual impact when viewed from the public right of way. • Refer to City Engineering for additional guidance and requirements. 24 Page 6 of 18 1.10 Built-in furnishings, such as water features, fire pits, grills, and hot tubs, that could interfere with or block views of historic structures are inappropriate. • Site furnishings that are added to the historic property should not be intrusive or degrade the integrity of the neighborhood patterns, site, or existing historic landscape. • Consolidating and screening these elements is preferred. 1.11 Preserve and maintain historically significant landscaping on site, particularly landmark trees and shrubs. • Retaining historic planting beds and landscape features is encouraged. • Protect historically significant vegetation during construction to avoid damage. Removal of damaged, aged, or diseased trees must be approved by the Parks Department. • If a significant tree must be removed, replace it with the same or similar species in coordination with the Parks Department. • The removal of non-historic planting schemes is encouraged. • Consider restoring the original landscape if information is available, including original plant materials. 1.12 Provide an appropriate context for historic structures. See diagram. • Simplicity and restraint are required. Do not overplant a site, or install a landscape which is overtextured or overly complex in relationship to the historic resource, particularly in Zone A. In Zone A, new planting shall be species that were used historically or species of similar attributes. • In areas immediately adjacent to the landmark, Zone A and Zone B, plants up 42” in height, sod, and low shrubs are often appropriate. • Contemporary planting, walls and other features are not appropriate in Zone A. A more contemporary landscape may surround new development or be located in the rear of the property, in Zone C. • Do not cover areas which were historically unpaved with hard surfaces, except for a limited patio where appropriate. • Where residential structures are being adapted to commercial use, proposals to alter the landscape will be considered on a case-by-case basis. The residential nature of the building must be honored. • In the case of a historic landmark lot split, careful consideration should be given so as not to over plant either property, or remove all evidence of the landscape characteristics from before the property was divided. • Contemporary landscapes that highlight an AspenModern architectural style are encouraged. 25 Page 7 of 18 1.13 Additions of plant material to the landscape that could interfere with or block views of historic structures are inappropriate. • Low plantings and ground covers are preferred. • Do not place trees, shrubs, or hedgerows in locations that will obscure, damage, or block significant architectural features or views to the building. Hedgerows are not allowed as fences. • Consider mature canopy size when planting new trees adjacent to historic resources. Planting trees too close to a landmark may result in building deteriorate or blocked views and is inappropriate. • Climbing vines can damage historic structures and are not allowed. 1.14 Minimize the visual impacts of landscape lighting. • Landscape and pathway lighting is not permitted in Zone A (refer to diagram) on Aspen Victorian properties unless an exception is approved by HPC based on safety considerations. • Landscape, driveway, and pathway lighting on AspenModern properties is addressed on a case- by-case basis. • Landscape light fixtures should be carefully selected so that they are compatible with the building, yet recognizable as a product of their own time. • Driveway lighting is not permitted on Aspen Victorian properties. • Landscape uplighting is not allowed. 1.18 When building an entirely new fence, use materials that are appropriate to the building type and style. 26 Page 8 of 18 • The new fence should use materials that were used on similar properties during the period of significance. • A wood fence is the appropriate solution in most locations. • Ornate fences, including wrought iron, may create a false history are not appropriate for Aspen Victorian landmarks unless there is evidence that a decorative fence historically existed on the site. • A modest wire fence was common locally in the early 1900s and is appropriate for Aspen Victorian properties. This fence type has many desirable characteristics including transparency, a low height, and a simple design. When this material is used, posts should be simply detailed and not oversized. 1.20 Any fence taller than 42” should be designed so that it avoids blocking public views of important features of a designated building. • A privacy fence should incorporate transparent elements to minimize the possible visual impacts. Consider staggering the fence boards on either side of the fence rail. This will give the appearance of a solid plank fence when seen head on. Also consider using lattice, or other transparent detailing on the upper portions of the fence. • A privacy fence should allow the building corners and any important architectural features that are visible from the street to continue to be viewed. • All hedgerows (trees, shrub bushes, etc.) are prohibited in Zones A and B. 1.23 Re-grading the site in a manner that changes historic grade is generally not allowed and will be reviewed on a case by case basis. 1.26 Preserve the historic circulation system. • Minimize the impact of new vehicular circulation. • Minimize the visual impact of new parking. • Maintain the separation of pedestrian and vehicle which occurred historically. 2.1 Preserve original building materials. • Do not remove siding that is in good condition or that can be repaired in place. • Masonry features that define the overall historic character, such as walls, cornices, pediments, steps and foundations, should be preserved. • Avoid rebuilding a major portion of an exterior wall that could be repaired in place. Reconstruction may result in a building which no longer retains its historic integrity. • Original AspenModern materials may be replaced in kind if it has been determined that the weathering detracts from the original design intent or philosophy. 2.2 The finish of materials should be as it would have existed historically. • Masonry naturally has a water-protective layer to protect it from the elements. Brick or stone that was not historically painted shall not be painted. • If masonry that was not painted historically was given a coat of paint at some more recent time, consider removing it, using appropriate methods. • Wood should be painted, stained or natural, as appropriate to the style and history of the building. 27 Page 9 of 18 2.3 Match the original material in composition, scale and finish when replacing materials on primary surfaces. • If the original material is wood clapboard for example, then the replacement material must be wood as well. It should match the original in size, and the amount of exposed lap and finish. • Replace only the amount required. If a few boards are damaged beyond repair, then only those should be replaced, not the entire wall. For AspenModern buildings, sometimes the replacement of a larger area is required to preserve the integrity of the design intent. 2.4 Do not use synthetic materials as replacements for original building materials. • Original building materials such as wood siding and brick should not be replaced with synthetic materials. 2.5 Covering original building materials with new materials is inappropriate. • Regardless of their character, new materials obscure the original, historically significant material. • Any material that covers historic materials may also trap moisture between the two layers. This will cause accelerated deterioration to the historic material which may go unnoticed. 2.6 Remove layers that cover the original material. • Once the non-historic siding is removed, repair the original, underlying material. 3.1 Preserve the functional and decorative features of a historic window. • Features important to the character of a window include its frame, sash, muntins/mullions, sills, heads, jambs, moldings, operations, and groupings of windows. • Repair frames and sashes rather than replacing them. • Preserve the original glass. If original Victorian era glass is broken, consider using restoration glass for the repair. 3.2 Preserve the position, number, and arrangement of historic windows in a building wall. • Enclosing a historic window is inappropriate. • Do not change the size of an original window opening. 3.3 Match a replacement window to the original in its design. • If the original is double-hung, then the replacement window must also be double-hung. If the sash have divided lights, match that characteristic as well. 3.4 When replacing an original window, use materials that are the same as the original. 3.5 Preserve the size and proportion of a historic window opening. • Changing the window opening is not permitted. • Consider restoring an original window opening that was enclosed in the past. 3.6 Match, as closely as possible, the profile of the sash and its components to that of the original window. • A historic window often has a complex profile. Within the window’s casing, the sash steps back to the plane of the glazing (glass) in several increments. These increments, which individually only 28 Page 10 of 18 measure in eighths or quarters of inches, are important details. They distinguish the actual window from the surrounding plane of the wall. • The historic profile on AspenModern properties is typically minimal. 3.7 Adding new openings on a historic structure is generally not allowed. • Greater flexibility in installing new windows may be considered on rear or secondary walls. • New windows should be similar in scale to the historic openings on the building, but should in some way be distinguishable as new, through the use of somewhat different detailing, etc. • Preserve the historic ratio of window openings to solid wall on a façade. • Significantly increasing the amount of glass on a character defining façade will negatively affect the integrity of a structure. 4.1 Preserve historically significant doors. • Maintain features important to the character of a historic doorway. These include the door, door frame, screen door, threshold, glass panes, paneling, hardware, detailing, transoms and flanking sidelights. • Do not change the position and function of original front doors and primary entrances. • If a secondary entrance must be sealed shut, any work that is done must be reversible so that the door can be used at a later time, if necessary. Also, keep the door in place, in its historic position. • Previously enclosed original doors should be reopened when possible. 4.2 Maintain the original size of a door and its opening. • Altering its size and shape is inappropriate. It should not be widened or raised in height. 4.3 When a historic door or screen door is damaged, repair it and maintain its general historic appearance. 4.4 When replacing a door or screen door, use a design that has an appearance similar to the original door or a door associated with the style of the building. • A replica of the original, if evidence exists, is the preferred replacement. • A historic door or screen door from a similar building also may be considered. • Simple paneled doors were typical for Aspen Victorian properties. • Very ornate doors, including stained or leaded glass, are discouraged, unless photographic evidence can support their use. 4.7 Preserve historic hardware. • When new hardware is needed, it must be in scale with the door and appropriate to the style of the building. • On Aspen Victorian properties, conceal any modern elements such as entry key pads. 5.1 Preserve an original porch or balcony. 29 Page 11 of 18 • Replace missing posts and railings when necessary. Match the original proportions, material and spacing of balusters. • Expanding the size of a historic porch or balcony is inappropriate. 5.2 Avoid removing or covering historic materials and details. • Removing an original balustrade, for example, is inappropriate. 5.3 Enclosing a porch or balcony is not appropriate. • Reopening an enclosed porch or balcony is appropriate. 5.4 If reconstruction is necessary, match the original in form, character and detail. • Match original materials. • When reconstructing an original porch or balcony without historic photographs, use dimensions and characteristics found on comparable buildings. Keep style and form simple with minimal, if any, decorative elements. 5.5 If new steps are to be added, construct them out of the same primary materials used on the original, and design them to be in scale with the porch or balcony • Steps should be located in the original location. • Step width should relate to the scale of entry doors, spacing between posts, depth of deck, etc. • Brick, red sandstone, grey concrete, or wood are appropriate materials for steps. 5.6 Avoid adding handrails or guardrails where they did not exist historically, particularly where visible from the street. • If handrails or guardrails are needed according to building code, keep their design simple in character and different from the historic detailing on the porch or balcony. 6.1 Preserve significant architectural features. • Repair only those features that are deteriorated. • Patch, piece-in, splice, or consolidate to repair the existing materials, using recognized preservation methods whenever possible. • On AspenModern properties, repair is preferred, however, it may be more important to preserve the integrity of the original design intent, such as crisp edges, rather than to retain heavily deteriorated material. 6.2 When disassembly of a historic element is necessary for its restoration, use methods that minimize damage to the original material. • Document its location so it may be repositioned accurately. Always devise methods of replacing the disassembled material in its original configuration. 6.3 Remove only the portion of the detail that is deteriorated and must be replaced. • Match the original in composition, scale, and finish when replacing materials or features. 30 Page 12 of 18 • If the original detail was made of wood, for example, then the replacement material should be wood, when feasible. It should match the original in size and finish. 6.4 Repair or replacement of missing or deteriorated features are required to be based on original designs. • The design should be substantiated by physical or pictorial evidence to avoid creating a misrepresentation of the building’s heritage. • When reconstruction of an element is impossible because there is no historical evidence, develop a compatible new design that is a simplified interpretation of the original, and maintains similar scale, proportion and material. 6.5 Do not guess at “historic” designs for replacement parts. • Where scars on the exterior suggest that architectural features existed, but there is no other physical or photographic evidence, then new features may be designed that are similar in character to related buildings. • Using ornate materials on a building or adding new conjectural detailing for which there is no documentation is inappropriate. 7.1 Preserve the original form of a roof. • Do not alter the angle of a historic roof. Preserve the orientation and slope of the roof as seen from the street. • Retain and repair original and decorative roof detailing. • Where the original roof form has been altered, consider restoration. 7.2 Preserve the original eave depth. • Overhangs contribute to the scale and detailing of a historic resource. • AspenModern properties typically have very deep or extremely minimal overhangs that are key character defining features of the architectural style. 7.4 New vents should be minimized, carefully, placed and painted a dark color. • Direct vents for fireplaces are generally not permitted to be added on historic structures. • Locate vents on non-street facing facades. • Use historic chimneys as chases for new flues when possible. 7.5 Preserve original chimneys, even if they are made non-functional. • Reconstruct a missing chimney when documentation exists. 7.7 Preserve original roof materials. • Avoid removing historic roofing material that is in good condition. When replacement is necessary, use a material that is similar to the original in both style as well as physical qualities and use a color that is similar to that seen historically. 7.8 New or replacement roof materials should convey a scale, color and texture similar to the original. 31 Page 13 of 18 • If a substitute is used, such as composition shingle, the roof material should be earth tone and have a matte, non-reflective finish. • Flashing should be in scale with the roof material. • Flashing should be tin, lead coated copper, galvanized or painted metal and have a matte, non- reflective finish. • Design flashing, such as drip edges, so that architectural details are not obscured. • A metal roof is inappropriate for an Aspen Victorian primary home but may be appropriate for a secondary structure from that time period. • A metal roof material should have a matte, non-reflective finish and match the original seaming. 7.9 Avoid using conjectural features on a roof. • Adding ornamental cresting, for example, where there is no evidence that it existed, creates a false impression of the building’s original appearance, and is inappropriate. 7.10 Design gutters so that their visibility on the structure is minimized to the extent possible. • Downspouts should be placed in locations that are not visible from the street if possible, or in locations that do not obscure architectural detailing on the building. • The material used for the gutters should be in character with the style of the building. 9.1 Developing a basement by underpinning and excavating while the historic structure remains in place may help to preserve the historic fabric. • This activity will require the same level of documentation, structural assessment, and posting of financial assurances as a building relocation. 9.2 Proposals to relocate a building will be considered on a case-by-case basis. • In general, on-site relocation has less of an impact on individual landmark structures than those in a historic district. • In a district, where numerous adjacent historic structures may exist, the way that buildings were placed on the site historically, and the open yards visible from the street are characteristics that should be respected in new development. • Provide a figure ground study of the surrounding parcels to demonstrate the effects of a building relocation. • In some cases, the historic significance of the structure, the context of the site, the construction technique, and the architectural style may make on-site relocation too impactful to be appropriate. It must be demonstrated that on-site relocation is the best preservation alternative in order for approval to be granted. • If relocation would result in the need to reconstruct a substantial area of the original exterior surface of the building above grade, it is not an appropriate preservation option. 9.3 Site a relocated structure in a position similar to its historic orientation. • It must face the same direction and have a relatively similar setback. In general, a forward movement, rather than a lateral movement is preferred. HPC will consider setback variations where appropriate. 32 Page 14 of 18 • A primary structure may not be moved to the rear of the parcel to accommodate a new building in front of it. • Be aware of potential restrictions against locating buildings too close to mature trees. Consult with the City Forester early in the design process. Do not relocate a building so that it becomes obscured by trees. 9.4 Position a relocated structure at its historic elevation above grade. • Raising the finished floor of the building slightly above its original elevation is acceptable if needed to address drainage issues. A substantial change in position relative to grade is inappropriate. • Avoid making design decisions that require code related alterations which could have been avoided. In particular, consider how the relationship to grade could result in non-historic guardrails, etc. 9.5 A new foundation shall appear similar in design and materials to the historic foundation. • On modest structures, a simple foundation is appropriate. Constructing a stone foundation on a miner’s cottage where there is no evidence that one existed historically is out of character and is not allowed. • Exposed concrete or painted metal flashing are generally appropriate. • Where a stone or brick foundation existed historically, it must be replicated, ideally using stone salvaged from the original foundation as a veneer. The replacement must be similar in the cut of the stone and design of the mortar joints. • New AspenModern foundations shall be handled on a case by case basis to ensure preservation of the design intent. 9.6 Minimize the visual impact of lightwells. • The size of any lightwell that faces a street should be minimized. • Lightwells must be placed so that they are not immediately adjacent to character defining features, such as front porches. • Lightwells must be protected with a flat grate, rather than a railing or may not be visible from a street. • Lightwells that face a street must abut the building foundation and generally may not “float” in the landscape except where they are screened, or on an AspenModern site. 9.7 All relocations of designated structures shall be performed by contractors who specialize in moving historic buildings, or can document adequate experience in successfully relocating such buildings. • The specific methodology to be used in relocating the structure must be approved by the HPC. • During the relocation process, panels must be mounted on the exterior of the building to protect existing openings and historic glass. Special care shall be taken to keep from damaging door and window frames and sashes in the process of covering the openings. Significant architectural details may need to be removed and securely stored until restoration. • The structure is expected to be stored on its original site during the construction process. Proposals for temporary storage on a different parcel will be considered on a case by case basis and may require special conditions of approval. • A historic resource may not be relocated outside of the City of Aspen. 33 Page 15 of 18 10.2 A more recent addition that is not historically significant may be removed. • For Aspen Victorian properties, HPC generally relies on the 1904 Sanborn Fire Insurance maps to determine which portions of a building are historically significant and must be preserved. • HPC may insist on the removal of non-historic construction that is considered to be detrimental to the historic resource in any case when preservation benefits or variations are being approved. 10.3 Design a new addition such that one’s ability to interpret the historic character of the primary building is maintained. • A new addition must be compatible with the historic character of the primary building. • An addition must be subordinate, deferential, modest, and secondary in comparison to the architectural character of the primary building. • An addition that imitates the primary building’s historic style is not allowed. For example, a new faux Victorian detailed addition is inappropriate on an Aspen Victorian home. • An addition that covers historically significant features is inappropriate. • Proposals on corner lots require particular attention to creating compatibility. 10.4 The historic resource is to be the focus of the property, the entry point, and the predominant structure as viewed from the street. • The historic resource must be visually dominant on the site and must be distinguishable against the addition. • The total above grade floor area of an addition may be no more than 100% of the above grade floor area of the original historic resource. All other above grade development must be completely detached. HPC may consider exceptions to this policy if two or more of the following are met: o The proposed addition is all one story o The footprint of the new addition is closely related to the footprint of the historic resource and the proposed design is particularly sensitive to the scale and proportions of the historic resource o The project involves the demolition and replacement of an older addition that is considered to have been particularly detrimental to the historic resource o The interior of the resource is fully utilized, containing the same number of usable floors as existed historically o The project is on a large lot, allowing the addition to have a significant setback from the street o There are no variance requests in the application other than those related to historic conditions that aren’t being changed o The project is proposed as part of a voluntary AspenModern designation, or o The property is affected by non-preservation related site specific constraints such as trees that must be preserved, Environmentally Sensitive Areas review, etc. 10.6 Design a new addition to be recognized as a product of its own time. • An addition shall be distinguishable from the historic building and still be visually compatible with historic features. • A change in setbacks of the addition from the historic building, a subtle change in material, or a modern interpretation of a historic style are all techniques that may be considered to help define a change from historic construction to new construction. • Do not reference historic styles that have no basis in Aspen. 34 Page 16 of 18 • Consider these three aspects of an addition; form, materials, and fenestration. An addition must relate strongly to the historic resource in at least two of these elements. Departing from the historic resource in one of these categories allows for creativity and a contemporary design response. • Note that on a corner lot, departing from the form of the historic resource may not be allowed. • There is a spectrum of appropriate solutions to distinguishing new from old portions of a development. Some resources of particularly high significance or integrity may not be the right instance for a contrasting addition. 10.8 Design an addition to be compatible in size and scale with the main building. • An addition that is lower than, or similar to the height of the primary building, is preferred. 10.9 If the addition is taller than a historic building, set it back from significant façades and use a “connector” to link it to the historic building. • Only a one-story connector is allowed. • Usable space, including decks, is not allowed on top of connectors unless the connector has limited visibility and the deck is shielded with a solid parapet wall. • In all cases, the connector must attach to the historic resource underneath the eave. • The connector shall be a minimum of 10 feet long between the addition and the primary building. • Minimize the width of the connector. Ideally, it is no more than a passage between the historic resource and addition. The connector must reveal the original building corners. The connector may not be as wide as the historic resource. • Any street-facing doors installed in the connector must be minimized in height and width and accessed by a secondary pathway. See guideline 4.1 for further information. 10.10 Place an addition at the rear of a primary building or set it back substantially from the front to minimize the visual impact on the historic structure and to allow the original proportions and character to remain prominent. • Locating an addition at the front of a primary building is inappropriate. • Additions to the side of a primary building are handled on a case-by-case basis and are approved based on site specific constraints that restrict rear additions. • Additional floor area may also be located under the building in a basement which will not alter the exterior mass of a building. 10.11 Roof forms shall be compatible with the historic building. • A simple roof form that does not compete with the historic building is appropriate. • On Aspen Victorian properties, a flat roof may only be used on an addition to a gable roofed structure if the addition is entirely one story in height, or if the flat roofed areas are limited, but the addition is primarily a pitched roof. 10.12 Design an addition to a historic structure that does not destroy or obscure historically important architectural features. • Loss or alteration of architectural details, cornices, and eavelines must be avoided. 12.4 Minimize the visual impacts of utilitarian areas, such as mechanical equipment and trash storage. • Place mechanical equipment on the ground where it can be screened. 35 Page 17 of 18 • Mechanical equipment may only be mounted on a building on an alley façade. • Rooftop mechanical equipment or vents must be grouped together to minimize their visual impact. Where rooftop units are visible, it may be appropriate to provide screening with materials that are compatible with those of the building itself. Use the smallest, low profile units available for the purpose. • Window air conditioning units are not allowed. • Minimize the visual impacts of utility connections and service boxes. Group them in a discrete location. Use pedestals when possible, rather than mounting on a historic building. • Paint mechanical equipment in a neutral color to minimize their appearance by blending with their backgrounds • In general, mechanical equipment should be vented through the roof, rather than a wall, in a manner that has the least visual impact possible. • Avoid surface mounted conduit on historic structures. Staff Finding: All relevant Design Guidelines in Chapter 2, 3, 4, 5, 6 and 7 related to the preservation plan need to be reviewed in detail as part of the permit submittal for further historic evidence and/or investigative demolition in order to ensure no historic fabric is being removed. Design Guideline 1.6 speaks specifically to the front walkway running perpendicular from the street to the entry. The existing front walkway is a meandering stone path that has differing widths at various points. The concrete material is supported; however, a simple perpendicular walkway is the expectation for the front. If trees or driplines are of concern, simple bends to avoid those areas would be the best. As a condition of approval, staff & monitor would like to approve the front and secondary walkways that best complies with this Design Guideline. Design Guideline 1.8 addresses plans for stormwater mitigation and positive drainage related to the historic structures. The submitted stormwater mitigation plan includes drains and a main drywell on the front of the property. It is important that these details related to stormwater mitigation and drainage have minimal visual presence, especially if they are in the foreground of the historic resource. The applicant team is responsible for addressing the requirements of other City Departments for the final design. As a condition of approval, the final stormwater mitigation plan is to be reviewed by staff & monitor for approval, prior to building permit submission. Design Guideline 1.11, 1.12, 1.13, and 1.14 provides guidance on plantings and landscape lighting. The guidelines call for a simple and restraint design around the most significant zones of the landmark. Planting species should be low, meaning no taller than 42”. This prevents the resource being blocked from view and helps prevents future damage to historic material. The guidelines reference sod as one of the more appropriate forms of landscaping around the historic resource. The perennial plantings are extensive and expand into the right-of-way. With concerns related to privatization of right-of-way and the reduction of sod around the historic resource, staff recommends the reduction of perennial planting beds. There are no plans for landscape lighting. As a condition of approval, staff & monitor would like to approve a revised landscape plan that reduces the expansion of perennial beds around the resource and in the right-of-way. Design Guideline 1.18 and 1.20 references fences on historic properties. On the site there is a wrought iron fence that spans across the front of the property. This fence appears to be historic but not original to the site. While the appearance of the fence may be time period appropriate, it would not be considered 36 Page 18 of 18 preservation or restoration without clear evidence showing a wrought iron fence. A wood fence is the most typical type of fence for Aspen Victorian Landmarks. Staff recommends the removal of the wrought iron fence in accordance to the design guidelines unless evidence can be provided that one existed historically. Design Guidelines 7.4, 7.10, 9.5, 9.6 and 9.7 addresses the restoration of the roofs and foundations. The roof plan shows restored cedar shingles with minimal penetrations for the historic home. Snow clips, not a snow fence, would be the most appropriate form of snow retention on a historic roof. The proposed gutter style and locations for downspouts are appropriate. The new foundation for the historic home should be an exposed concrete or painted metal flashing unless a historic stone foundation exists, in which case the stone must be salvaged and used. All of the details for the roof and foundation must be addressed in the preservation plan for the project. Design Guideline 12.3 speaks to light fixtures on a historic resource. The plans indicate two recessed fixtures for the historic porch. To keep with minimal lighting requirements on historic homes, staff recommends one recessed can light for the porch as a condition of approval. In summary, staff recommends approval with conditions as listed in draft resolution. 37 Page 1 of 3 Exhibit A.2 Floor Area Bonus Criteria Staff Findings 26.415.110.F Floor Area Bonus: 1. In selected circumstances, the HPC may grant up to five hundred (500) 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 a two hundred fifty (250) square foot floor area bonus, a 6,000-8,999 square foot lot is eligible for a maximum of a three hundred seventy five (375) 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. On any lot where a historic property is permitted a duplex density while a non-historic property is not, the increased allowable floor area that results from the density will be deducted from the maximum bonus that the property may receive. To be considered for the bonus, it must be demonstrated that the project meets all of the following criteria: a) The historic building is the key element of the property, and the primary entry into the structure, and the addition is incorporated in a manner that maintains the visual integrity of the historic building; and b) If applicable, historically significant site and landscape features from the period of significance of the historic building are preserved; and the applicant is undertaking multiple significant restoration actions, including but not limited to, re-opening an enclosed porch, re-installing doors and windows in original openings that have been enclosed, removing paint or other nonoriginal finishes, or removing elements which are covering original materials or features; and c) The project retains a historic outbuilding, if one is present, as a free standing structure above grade; and d) The applicant is electing a preservation outcome that is a high priority for HPC, including but not limited to, creating at least two detached structures on the site, limiting the amount of above grade square footage added directly to a historic resource to no more than twice the above grade square footage of the historic resource, limiting the height of an addition to a historic resource to the height of the resource or lower, or demolishing and replacing a significantly incompatible non-historic addition to a historic resource with an addition that meets current guidelines. 2. Granting of additional allowable floor area is not a matter of right but is contingent upon the sole discretion of the HPC and the Commission's assessments of the merits of the proposed project and its ability to demonstrate exemplary historic preservation practices. 38 Page 2 of 3 3. The decision to grant a floor area bonus for major development projects will occur as part of the approval of a Conceptual Development Plan, pursuant to Subsection 26.415.070.D. 4. Floor area bonuses are only available for single-family, duplex or 100% affordable housing development. A property shall receive no more than 500 square feet total. The award of a bonus is project specific. At such time that more than 40% of an addition to a historic resource that was constructed as part of a project which previously received a floor area bonus is demolished, the bonus may be retained only if the proposed redevelopment is found to meet the requirements of this Section. 5. Separate from the floor area bonus described above, on a lot that contains a historic resource, HPC may exempt wall exposed by a light well that is larger than the minimum required for egress from the calculation of subgrade floor area only if the light well is internalized such that it is entirely recessed behind the vertical plane established by the portion of the building façade(s) closest to any street(s), the light well is screened from view from the street by building walls or fences, and any addition that is made to the affected resource simultaneous or after the construction of the light well is entirely one story. LOT SIZE MAXIMUM FLOOR AREA BONUS REQUESTED FLOOR AREA BONUS 5,982.3 S.F.250 S.F.250 S.F. To be considered for the bonus, it must be demonstrated that the project meets all of the following criteria: MET NOT MET DOES NOT APPLY a) The historic building is the key element of the property, and the primary entry into the structure, and the addition is incorporated in a manner that maintains the visual integrity of the historic building; and b) If applicable, historically significant site and landscape features from the period of significance of the historic building are preserved; and the applicant is undertaking multiple significant restoration actions, including but not limited to, re-opening an enclosed porch, re-installing doors and windows in original openings that have been enclosed, removing paint or other nonoriginal finishes, or removing elements which are covering original materials or features; and c) The project retains a historic outbuilding, if one is present, as a free standing structure above grade; and N/A d) The applicant is electing a preservation outcome that is a high priority for HPC, including but not limited to, creating at least two detached structures on the site, limiting the amount of above grade square footage added directly to a historic resource to no more than twice the above grade square footage of the historic resource, limiting the height of an addition to a historic resource to the height of the resource or lower, or demolishing and replacing a significantly incompatible non-historic addition to a historic resource with an addition that meets current guidelines. MET MET MET Review Criteria for 121 W. Bleeker The applicant is requesting a 250 sf Floor Area Bonus for significant restoration efforts that include re-opening the front porch and removing detrimental alterations to the historic resource. The applicant may request up to 250 s.f. of floor area. Summary of Review Criteria for Floor Area Bonus Request 26.415.110.F - Floor Area Bonus. In selected circumstances, the HPC may grant up to five hundred (500) 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 a two hundred fifty (250) square foot floor area bonus, a 6,000-8,999 square foot lot is eligible for a maximum of a three hundred seventy five (375) 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. 39 Page 3 of 3 Staff Finding: The applicant received approval to restore the historic resource by removing all non-historic alterations and additions that encumber the resource. According to the 1904 Sanborn Map, the resource appears to be in the same location but much of the south elevation has been removed and replaced with additions that were not sympathetic to the historic resource. Staff supports the proposed restoration efforts that include the opening of the front porch, removing the non-historic dormers and side porch, and restoring missing architectural features using photographic documentation. Staff recommends the applicant work with staff regarding the accuracy of restoration details. One of the criteria for granting a floor area bonus speaks to the importance of the historic entry and the visual integrity of the resource. Staff finds the criteria will be met with the reopening of the front porch and the proposed primary walkway that leads to the front entrance. Older photographs show the details related to the porch prior to being enclosed. Restoration is a priority for this project and a significantly incompatible addition that is overwhelming the historic resource is to be demolished. The design shows much of the living space is concentrated below grade with the use of large window wells to provide daylighting to the subgrade space. The larger window wells are counted towards floor area calculations according to the code. Staff supports a floor area bonus for this design as represented. Bonus floor area not used for this project will be forfeited. The revised floor area bonus request is to remedy a calculation error. The approved design from conceptual remains unchanged; No added mass and scale will result from this update. Staff finds all relevant criteria for granting a floor area bonus continue to be met. 40 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 41 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 42 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 43 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. 44 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 45 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. 46 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. 47 REGULAR MEETING HISTORIC PRESERVATION COMMISSION MAY 26 2021 _________________________ Wes Graham, Deputy Clerk 48 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 11, 2022 (Revised May 31st) Phone: 970.429.2758 Pages: 4 Re: 121 West Bleeker Street – Explanation / Supplemental Info for Major Conceptual Approval (HPC - Final) / 2735-124-39-003 CC: file 121 West Bleeker Street Residence HPC Major Development – HPC Final Approval Dear Sarah & Members of the Aspen Historic Preservation Commission, We are excited to again be 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 final approval from the Aspen HPC. The project was awarded conceptual approval for the 121 property via our initial conceptual hearing process with the Aspen HPC and Aspen City Council in August 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 Exhibits Are Included As Follows: EX-A - 1 Friday Cover Letter / Final HPC – Packet Summary and Brief Overview of Final Approval Breakdown EX-B-1 – HPC Pre Application List of Requisites for Package Submission – Final Approval EX-B-2 – HPC Conceptual Approval Resolution 10, Series of 2021 EX-B-3 – HPC Electronic Meeting Hearing Authorization Signed (Revised 2022) EX-B-1 – HPC Pre Application List of Requisites for Package Submission – Final Approval EX-C – 121 West Bleeker Arch–Civil–Survey Project Package Submission R-2 – Conceptual Approval (As Approved per Resolution 10, Series of 2021) PO BOX 7928 Aspen, CO 81612-7928 Phone: 970.309.0695 E-mail / Web: derek@1friday.com / www.1friday.com EXHIBIT "A" 49 2 EX-D – COA Agreement to Pay Application Fees Authorized – Final Approval EX-E – HPC Land Use Application Completed – Final Approval EX-F – CCD Homeowners Association Compliance Policy – Final Approval EX-G – 121 West Bleeker Letter of Authorization for Derek Skalko / 1 Friday Design EX-H – 121 West Bleeker Proof of Ownership / Certificate of Title - Dated 2-21-2022 EX-I – 121 West Bleeker Vicinity Map and Property Legal Definition – Final Approval EX-J – 121 West Bleeker 300’ Mailing Notification Listing – Dated 4-11-2022 – Final Approval EX-K – 121 West Bleeker Street Context & Imaging Information – Final Approval EX-K-2 – 121 West Bleeker Colorado Cultural Resource Survey – Architectural Inventory Form EX-L – 121 West Bleeker Landscape Architectural Package– Final Approval L.0.00 – Cover Page L.0.01 - Demolition Plan L.0.02 - Tree Removal, Mitigation & Protection Plan L.0.03 - Overall Project Site Plan L.0.04 – REMP / Snowmelt Plan L.2.00 – Materials Plan L.3.00 – Planting & Hydrozones Plan L.3.01 – Plant Schedules, Notes + Water Budget Analysis LIGHT – Exterior Lighting Plan EX-L-2 through L-4 (Note: L-5 Removed) – Exterior Lighting Cut Sheets Proposed for 121 West Bleeker – Final Approval EX-M - The 24 x 36” drawing packet provided for 121 West Bleeker project includes the following 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 Per Conceptual Submission (R-2) and Approval: Note: Existing Conditions remain unchanged, Architectural Sheets Provided HPC: A2.004 through 2.007: Proposed Lower, Main, Upper and Roof Plans for 121 (No Changes have been proposed architecturally since HPC Conceptual Approval Awarded) Sheets HPC: A3.004 through 3.009: Proposed Elevations (All Elevations- No Changes to the Proposed Elevations and fenestration Sizes / Locates have been made since Conceptual Approval) for 121 with Material , Gutter & Downspout Callout Information Provided Sheets HPC: A3.010 through 3.011: Graphical Materials Callout Representations & Gutter, Downspout & Solar Panel Concept Information Sheets HPC: A3.012 through 3.014: Perspective Renders – Materials & Colour Concept Imaging FAR BONUS NUMERIC CLARIFICATION/ AMENDMENT REQUESTED: 250 SQ FT OUTLINED PER CONCEPTUAL PROPOSAL + APPPROVAL / 205 SQ FT SPECIFIED IN RESOLUTION 10, SERIES OF 2021 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 50 3 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, as was the understood case regarding 121 West Bleeker. The lot size was determined to be 5,982.3 square feet, of which an R-6 Single Family Residence allowable Floor Area of 3,235.04 square feet. The existing massing configuration and floor area of the home, all above grade, currently is over its allowable floor area numeric. The project as proposed / approved reduces the above grade floor area and massing significantly. To refresh everyone’s memory, the 121 West Bleeker proposed plan as conceptually approved 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 (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, the project as was presented / described and approved unanimously with a vote of 7-0 per the conceptual review and approval process specified in 2021 with a floor area outlined of 3,480.38 square feet. The numerical callout of the granted bonus per Resolution 10, Series of 2021 is for 205 square feet awarded. In closer study of the resolution as recorded, it has since been discovered we agreed to the numeric incorrectly, as the 205 square feet numeric falls approximately 41 square feet short of the necessary bonus awarded to adequately address the project per City of Aspen Zoning methodologies, which were correctly stated per the drawings as submitted, documented and conceptually approved. As the project has made no alterations or changes to the proposed plans, massing and elevations as presented from conceptual approval (R-2), we are simply asking this clerical discrepancy be rectified to secure the floor area calculation breakdowns as submitted / approved per the conceptual design review and approval process. We request the numeric to be amended from 205 square feet to the 250 square feet accordingly as intended and conceptually approved. MATERIALS PROPOSED FOR VICTORIAN COTTAGE AND NEW CONSTRUCTION OF 121 WEST BLEEKER RESIDENCE: We should note no alterations to the fenestration or material orientations have been made to the proposed project since the conceptual approval for 121 West Bleeker. All materials and their proposed orientations and uses intended have been conceptually indicated and called out 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: 51 4 The current 121 West Bleeker property has no existing sidewalk along the Bleeker Street location, and it is possible per discovery of a report generated by Suzanna Reid for the Aspen HPC the ornate cast iron fence currently existing at 121’s front façade is a potentially historic element that could have been relocated to 121 during its last major renovation, and it is our desire to retain this feature. 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 requesting to keep the existing fences conditions “as is” to the extent approvable. 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. 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 June 8th. In closing, we would simply like to express our sincere gratitude in working with us towards the final approval 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 52 PRE-APPLICATION CONFERENCE SUMMARY PLANNER: Sarah Yoon, sarah.yoon@cityofaspen.com REPRESENTATIVE: Derek Skalko, 1 Friday Design PROJECT LOCATION: 121 W. Bleeker Street REQUEST: HPC Final Major Development Review DESCRIPTION: 121 W. Bleeker is a historically designated property in the R-6 zone district. The Victorian era home is located in its historic location on the site but various alterations and additions have been made over the years. Conceptual Development approval was given to restore the historic resource, demolish the non- historic addition and relocate the history home on a new basement. (The historic home will be placed back in its historic location on the site and maintain its historic height to grade.) The mass and scale of the new addition was approved and situated to the rear of the property. As part of the approval, a 205 sf floor area bonus and setback variations were granted. Major Development is a two-step process, requiring the approval of Conceptual Design and Final Design. At Final Design review the landscape plan, lighting plan and final building materials will be reviewed in more detail. Additionally, the HPC Resolution for Conceptual Review (Resolution #10, Series of 2021) included a condition to provide a detailed roof plan showing the location of gutters, downspouts, snow clips and vents for Final Review. HPC will use the Historic Preservation Design Guidelines and the Land Use Code Sections that are applicable to this project to assist with their determinations. RELEVANT LAND USE CODE SECTIONS: Section Number Section Title 26.304 Common Development Review Procedures 26.415.070.D Historic Preservation – Major Development 26.575.020 Calculations and Measurements 26.710.040 Medium-Density Residential (R-6) For your convenience – links to the Land Use Application and Land Use Code are below: Land Use Application Land Use Code Historic Preservation Design Guidelines Review by: Staff for completeness and recommendations HPC for decisions Public Hearing: Yes, at HPC Final Review Neighborhood Outreach: No Referrals: No EXHIBIT B-1 53 Planning Fees: $1,950 for 6 billable hours of staff time. (Additional/ lesser hours will be billed/ refunded at a rate of $325 per hour.) Referral Agencies Fee: $0. Total Deposit: $1,950. APPLICATION CHECKLIST: Below is a list of submittal requirements for HPC Final review. Please email the entire application to sarah.yoon@cityofaspen.com. The fee will be requested after the application is determined to be complete. Completed Land Use Application and signed Fee Agreement. 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). List of adjacent property owners for both properties within 300’ for public hearing. An 8 1/2” by 11” vicinity map locating the parcel within the City of Aspen. Site improvement survey including topography and vegetation showing the current status, certified by a registered land surveyor, licensed in the state of Colorado. A written description of the proposal (scope of work) and written explanation of how the proposed development and any requests for variations or benefits complies with the review standards and design guidelines relevant to the application. A proposed site plan. Stormwater Mitigation plan for the site. Scaled drawings of all proposed structure(s) or addition(s) depicting their form, including their height, massing, scale, proportions and roof plan; and the primary features of all elevations. EX-D/E EX-B-1 EX-H EX-F EX-G EX-A EX-L EX-M EX-L / M EX-M EX-J EX-I 54 Supplemental materials to provide a visual description of the context surrounding the designated historic property including photographs and other exhibits, as needed, to accurately depict location and extent of proposed work. For Final Review, the following items will need to be submitted in addition to the items listed above: Drawings of the street facing facades must be provided at ¼” scale. Detailed roof plan showing the locations of all gutters, downspouts, snow clips and vents. Please include cut sheets showing the design and selected material for review. Final selection of all exterior materials, and samples or clearly illustrated photographs. Samples are preferred for the presentation to HPC. A lighting plan and landscape plan, including any visible stormwater mitigation features. 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. EX-K EX-M EX-M EX-M EX-L / EX-L-2 through EX-L-5 55 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 56 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 57 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 58 AUTHORIZATION TO PROCEED WITH QUASI-JUDICIAL PROCEEDING BEFORE THE CITY OF ASPEN’S HISTORIC PRESERVATION COMISSION DUE TO DECLARATION OF A LOCAL DISASTER EMERGENCY I ___Derek Skalko (Representative)__, am the applicant/representative for the property located at _121 West Bleeker Street___, Aspen, Colorado (the “Property”). The Property is the subject of a land use application scheduled for public hearing before the City of Aspen’s Historic Preservation Commission (“HPC”) on __June 8th___, 2022. Due to the Declaration of a Local Disaster Emergency in the City of Aspen and as a result of both state and local public health orders, it has been determined that the public hearing must be conducted by electronic means rather than in person. Having completely and fully read and understood the Electronic Participation Policy at City of Aspen Historic Preservation Meetings During a Local Disaster Emergency (the “Policy”), and understanding the limitations and risks inherent with proceeding with a public hearing electronically, the applicant hereby agrees to conduct the public hearing under the Policy with accommodations made for electronic participation via video-conferencing for HPC members, City Staff, and applicants, and participation via video-conferencing or telephone for members of the public who wish to comment. AGREED TO THIS __31st___DAY OF ___May_____, 2022: APPLICANT/REPRESENTATIVE: By: __________Derek Skalko ________________ THE CITY OF ASPEN: By:__________________________ Amy Simon City of Aspen Planning Director EXHIBIT B-3 59 121 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 60 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 61 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 62 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 63 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 64 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 LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 10 ' F R O N T Y A R D S E T B A C K 5' SIDE YARD SETBACK 5' SIDE YARD SETBACK 5' R E A R Y A R D S E T B A C K (G A R A G E ) 10 ' H A B I T A B L E R E A R S E T B A C K 12 16 CEDAR SHINGLE ROOFING PROPOSED FLASH & WATERPROOF AS NECESSARY RIDGE RIDGE RIDGE RIDGE RI D G E RI D G E RI D G E RI D G E 12 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 SL O P E 2 M I N SL O P E 2 M I N 0 0 0 0 NON-PERMEABLE DECK AREA : PROPOSED STONE DECKING SLOPE 2 MIN SLOPE 2 MIN SL O P E 2 M I N SL O P E 2 M I N 0 0 0 0 SLOPE 2 MIN SLOPE 2 MIN SL O P E 2 M I N SL O P E 2 M I N 0 0 0 0 ROOF 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 - 1 30 PANEL PV ROOF SYSTEM SITUATED @ 45 DEGREES PV - 2 PV - 2 0 PV - 3 PV - 4 PV - 2 1 PV - 5 PV - 2 2 PV - 2 3 PV - 6 PV - 7 PV - 2 4 PV - 2 5 PV - 8 PV - 9 PV - 2 6 PV - 1 0 PV - 2 7 PV - 2 8 PV - 1 1 PV - 1 2 PV - 2 9 PV - 3 0 PV - 1 3 PV - 1 4 PV - 1 5 NON 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 - 1 9 PV - 1 8 PV - 1 7 PV - 1 6 G E SLOPE 2 MIN SLOPE 2 MIN SL O P E 2 M I N SL O P E 2 M I N 0 0 0 0 12 12 12 12 SNOW BARS SNOW BARS SNOW BARS SNOW BARS 23 ' - 7 3 4" 24 ' - 0 5 8" 12 ' - 5 7 8" 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' - 1 7 8" 5' 6' - 1 1 " 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 LINE PR O P E R T Y L I N E 10 ' F R O N T Y A R D S E T B A C K 5' SIDE YARD SETBACK 5' SIDE YARD SETBACK 5' R E A R Y A R D S E T B A C K (G A R A G E ) 10 ' H A B I T A B L E R E A R S E T B A C K DN MASTER DECK 211 ROOF DECK 214 12 16 RIDGE RIDGE RIDGE RIDGE RI D G E RI D G E RI D G E RI D G E 12 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 RIDGE RI D G E RIDGE LIGHT SHADED AREA REPRESENTS NON HISTORICAL MASSING & FEATURES OF RESIDENCE TO BE REMOVED RE A R A L L E Y ( S O U T H ) - P U B L I C R O W EXISTING 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 65 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 ' - 1 1 3 4" 10 ' - 1 1 3 4" 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 66 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 67 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 ex 11 ' - 2 " UNDERSIDE OF STRUCT. 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 10 ' F R O N T Y A R D S E T B A C K 5' SIDE YARD SETBACK LIGHT SHADED AREA REPRESENTS 6000 SF R-6 SETBACKS PER COA LAND USE CODE WASH DRY 5' SIDE YARD SETBACK 5' R E A R Y A R D S E T B A C K (G A R A G E ) 10 ' H A B I T A B L E R E A R S E T B A C K ELEVATOR 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 CLOSET RE F DW 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 SYSTEMS BU I L T - I N M E D I A & ST O R A G E SH E L V I N G S Y S T E M S BUILT-IN CLOSET & STORAGE SHELVING SYSTEMS BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S WI N E ST O R A G E 8' 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 MI R R O R MIRROR 24 T @ 1 1 " ( l a n d i n g s v . i . f . ) 25 R @ 6 - 1 / 2 " = 1 3 ' - 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 ) F U L L (2 ) T W I N RE A R A L L E Y ( S O U T H ) - P U B L I C R O W EAST SIDE YARD ALLEY - PUBLIC ROW LINE OF CONNECTOR MASSING ABOVE SKYLIGHT ABOVE NI C H E THEATER AREA L-003 27'-15 8"41'-4" 6' - 5 " 11 ' - 2 3 8" 35 ' - 4 " 4'-2" 24'-2"21'-4" 3' - 2 " 12 ' - 1 0 3 4" 22 ' - 4 5 8" 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 ' - 6 1 4" 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 ex 11 ' - 2 " UNDERSIDE OF STRUCT. PROPOSED GRADE 13 ' - 6 1 4" EXPOSED SKYLIGHT 12'-9"14'-10"13'-9" 56.33 sq ft/ 14.61 sq ft ex 125.03 sq ft 10 ' 12 ' - 8 " 4'-2" UNDERSIDE OF STRUCT. 13 ' - 6 1 4" 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 ex 13 ' - 6 1 4" 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 ex 11 ' - 2 " UNDERSIDE OF STRUCT. PROPOSED GRADE 13 ' - 6 1 4" 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 ' - 7 5 8" 5' - 8 3 8" 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 68 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 69 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 10 ' F R O N T Y A R D S E T B A C K 5' SIDE YARD SETBACK 5' SIDE YARD SETBACK 5' R E A R Y A R D S E T B A C K (G A R A G E ) 10 ' H A B I T A B L E R E A R S E T B A C K UP 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 TUB ME C H A N I C A L ACCESS 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" RE A R A L L E Y ( S O U T H ) - P U B L I C R O W EAST 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 70 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E 10 ' F R O N T Y A R D S E T B A C K 5' SIDE YARD SETBACK 5' SIDE YARD SETBACK 5' R E A R Y A R D S E T B A C K (G A R A G E ) 10 ' H A B I T A B L E R E A R S E T B A C K DN 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 RE A R A L L E Y ( S O U T H ) - P U B L I C R O W EAST 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 71 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E 10 ' F R O N T Y A R D S E T B A C K 5' SIDE YARD SETBACK 5' SIDE YARD SETBACK 5' R E A R Y A R D S E T B A C K (G A R A G E ) 10 ' H A B I T A B L E R E A R S E T B A C K DN MASTER DECK 211 ROOF DECK 214 12 16 RIDGE RIDGE RIDGE RIDGE RI D G E RI D G E RI D G E RI D G E 12 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 RIDGE RI D G E RIDGE LIGHT SHADED AREA REPRESENTS NON HISTORICAL MASSING & FEATURES OF RESIDENCE TO BE REMOVED RE A R A L L E Y ( S O U T H ) - P U B L I C R O W EAST 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 72 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 10 ' F R O N T Y A R D S E T B A C K 5' SIDE YARD SETBACK LIGHT SHADED AREA REPRESENTS 6000 SF R-6 SETBACKS PER COA LAND USE CODE WASH DRY 5' SIDE YARD SETBACK 5' R E A R Y A R D S E T B A C K (G A R A G E ) 10 ' H A B I T A B L E R E A R S E T B A C K ELEVATOR 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 CLOSET RE F DW 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 SYSTEMS BU I L T - I N M E D I A & ST O R A G E SH E L V I N G S Y S T E M S BUILT-IN CLOSET & STORAGE SHELVING SYSTEMS BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S WI N E ST O R A G E 8' 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 MI R R O R MIRROR 24 T @ 1 1 " ( l a n d i n g s v . i . f . ) 25 R @ 6 - 1 / 2 " = 1 3 ' - 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 ) F U L L (2 ) T W I N 75'-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 ' - 8 3 8" 24 ' - 0 5 8" 7' - 3 " 2' - 3 " 49 ' 37 ' 12 ' 18'-17 8" 5' - 9 " 5' - 2 7 8" 5' - 1 0 11 16 " 18'-15 8"5'-35 8" RE A R A L L E Y ( S O U T H ) - P U B L I C R O W EAST SIDE YARD ALLEY - PUBLIC ROW LINE OF CONNECTOR MASSING ABOVE SKYLIGHT ABOVE NI C H E THEATER 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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: 73 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 10 ' F R O N T Y A R D S E T B A C K 5' SIDE YARD SETBACK 5' SIDE YARD SETBACK 5' R E A R Y A R D S E T B A C K (G A R A G E ) 10 ' H A B I T A B L E R E A R S E T B A C K UP 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 " G A S / 6 BU R N E R C O O K T O P W/ D O W N D R A F T VE N T STORAGE 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 ST O R A G E B E L O W CO U N T E R COUNTER APPLIANCE GARAGE w/ SHELVING STORAGE OPAQUE SKYLIGHT DW DN DN BUILT IN HEARTH GRATED LIGHTWELL CONDITION GRATED LIGHTWELL CONDITION WINDOW BUMP OUT WI N D O W BU M P O U T 13 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 @ 1 1 " ( l a n d i n g s v . i . f . ) 21 R @ 6 - 3 / 4 " = 1 1 ' - 9 3 / 4 " 24 T @ 1 1 " ( l a n d i n g s v . i . f . ) 25 R @ 6 - 1 / 2 " = 1 3 ' - 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-112 12 ' - 5 7 8" 24 ' - 0 5 8" 17 ' - 8 3 8" 5' - 4 15 16 " 18'-17 8"75'-115 8"5'-83 4" 22'-111 2"25'-01 2"27'-115 8" 16'-113 8" 12 ' - 6 3 4" 11 ' - 5 7 8" 7' - 3 " 5' - 2 7 8" 77'-2"5'-35 8"16'-111 4" 10'-35 8"14'-7"28'-5"27'-115 8"1'-23 8" 28'-5" 5' - 9 1 8" 1'-23 8" 49 ' 5' - 9 " 5' - 1 7 8" 23 ' 26 ' RE A R A L L E Y ( S O U T H ) - P U B L I C R O W EAST 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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: 74 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 5' SIDE YARD SETBACK 5' SIDE YARD SETBACK 5' R E A R Y A R D S E T B A C K (G A R A G E ) 10 ' H A B I T A B L E R E A R S E T B A C K GUEST 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 LIGHTING CU S T O M B U I L T I N SH E L V I N G W / D O O R S CU S T O M B U I L T I N SH E L V I N G W / D O O R S ROOF 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 @ 1 1 " ( l a n d i n g s v . i . f . ) 21 R @ 6 - 3 / 4 " = 1 1 ' - 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 ' - 7 3 4" 24 ' - 0 5 8" 12 ' - 5 7 8" 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 ' RE A R A L L E Y ( S O U T H ) - P U B L I C R O W EAST SIDE YARD ALLEY - PUBLIC ROW G E 5' - 1 7 8" 5' 6' - 1 1 " 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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: 75 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 10 ' F R O N T Y A R D S E T B A C K 5' SIDE YARD SETBACK 5' SIDE YARD SETBACK 5' R E A R Y A R D S E T B A C K (G A R A G E ) 10 ' H A B I T A B L E R E A R S E T B A C K RE A R A L L E Y ( S O U T H ) - P U B L I C R O W 12 16 CEDAR SHINGLE ROOFING PROPOSED FLASH & WATERPROOF AS NECESSARY RIDGE RIDGE RIDGE RIDGE RI D G E RI D G E RI D G E RI D G E 12 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 SL O P E 2 M I N SL O P E 2 M I N 0 0 0 0 NON-PERMEABLE DECK AREA : PROPOSED STONE DECKING SLOPE 2 MIN SLOPE 2 MIN SL O P E 2 M I N SL O P E 2 M I N 0 0 0 0 SLOPE 2 MIN SLOPE 2 MIN SL O P E 2 M I N SL O P E 2 M I N 0 0 0 0 ROOF 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 - 1 30 PANEL PV ROOF SYSTEM SITUATED @ 45 DEGREES PV - 2 PV - 2 0 PV - 3 PV - 4 PV - 2 1 PV - 5 PV - 2 2 PV - 2 3 PV - 6 PV - 7 PV - 2 4 PV - 2 5 PV - 8 PV - 9 PV - 2 6 PV - 1 0 PV - 2 7 PV - 2 8 PV - 1 1 PV - 1 2 PV - 2 9 PV - 3 0 PV - 1 3 PV - 1 4 PV - 1 5 NON 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 - 1 9 PV - 1 8 PV - 1 7 PV - 1 6 G E SLOPE 2 MIN SLOPE 2 MIN SL O P E 2 M I N SL O P E 2 M I N 0 0 0 0 12 12 12 12 SNOW BARS SNOW BARS SNOW BARS SNOW BARS 23 ' - 7 3 4" 24 ' - 0 5 8" 12 ' - 5 7 8" 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' - 1 7 8" 5' 6' - 1 1 " 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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: 76 77 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. EA S T S I D E Y A R D PR O P E R T Y L I N E (S I D E A L L E Y ) WE S T S I D E Y A R D PR O P E R T Y L I N E 5' S I D E Y A R D S E T B A C K 5' S I D E Y A R D S E T B A C K 16 12 16 12 EA S T S I D E Y A R D AL L E Y S T A R T 25' 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 EA S T S I D E Y A R D AL L E Y S T A R T EA S T S I D E Y A R D PR O P E R T Y L I N E (S I D E A L L E Y ) 5' S I D E Y A R D S E T B A C K 5' S I D E Y A R D S E T B A C K WE S T S I D E Y A R D PR O P E R T Y L I N E 7894 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 78 7894 PR O P E R T Y L I N E ED G E O F C U R B : BL E E K E R S T R E E T 7894 7895.4 ALLEY ASPHALT RE A R Y A R D PR O P E R T Y L I N E 5' R E A R Y A R D SE T B A C K ( G A R A G E ) 10 ' R E A R Y A R D S E T B A C K (H A B I T A B L E ) 10 ' F R O N T Y A R D SE T B A C K 7895 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. RE A R Y A R D PR O P E R T Y L I N E 5' R E A R Y A R D SE T B A C K ( G A R A G E ) 10 ' R E A R Y A R D S E T B A C K (H A B I T A B L E ) 25' R-6 Height Limit 10 ' F R O N T Y A R D SE T B A C K PR O P E R T Y L I N E ED G E O F C U R B : BL E E K E R S T R E E T 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.) 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 79 WE S T S I D E Y A R D PR O P E R T Y L I N E 5' S I D E Y A R D S E T B A C K 5' S I D E Y A R D S E T B A C K EA S T S I D E Y A R D PR O P E R T Y L I N E (S I D E A L L E Y ) EA S T S I D E Y A R D AL L E Y S T A R T 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.) 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 Elevation WE S T S I D E Y A R D PR O P E R T Y L I N E 5' S I D E Y A R D S E T B A C K 25' R-6 Height Limit 5' S I D E Y A R D S E T B A C K EA S T S I D E Y A R D PR O P E R T Y L I N E (S I D E A L L E Y ) EA S T S I D E Y A R D AL L E Y S T A R T 5 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 80 EA S T S I D E Y A R D PR O P E R T Y L I N E (S I D E A L L E Y ) WE S T S I D E Y A R D PR O P E R T Y L I N E 5' S I D E Y A R D S E T B A C K 5' S I D E Y A R D S E T B A C K 16 12 16 12 EA S T S I D E Y A R D AL L E Y S T A R T 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.) 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.) EA S T S I D E Y A R D AL L E Y S T A R T EA S T S I D E Y A R D PR O P E R T Y L I N E (S I D E A L L E Y ) 5' S I D E Y A R D S E T B A C K 5' S I D E Y A R D S E T B A C K WE S T S I D E Y A R D PR O P E R T Y L I N E 7894 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 81 7894 PR O P E R T Y L I N E ED G E O F C U R B : BL E E K E R S T R E E T 7894 7895.4 ALLEY ASPHALT RE A R Y A R D PR O P E R T Y L I N E 5' R E A R Y A R D SE T B A C K ( G A R A G E ) 10 ' R E A R Y A R D S E T B A C K (H A B I T A B L E ) 10 ' F R O N T Y A R D SE T B A C K 7895 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 E L E C T R I C GA S RE A R Y A R D PR O P E R T Y L I N E 5' R E A R Y A R D SE T B A C K ( G A R A G E ) 10 ' R E A R Y A R D S E T B A C K (H A B I T A B L E ) 25' R-6 Height Limit 10 ' F R O N T Y A R D SE T B A C K PR O P E R T Y L I N E ED G E O F C U R B : BL E E K E R S T R E E T 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.) 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 82 WE S T S I D E Y A R D PR O P E R T Y L I N E 5' S I D E Y A R D S E T B A C K 5' S I D E Y A R D S E T B A C K EA S T S I D E Y A R D PR O P E R T Y L I N E (S I D E A L L E Y ) EA S T S I D E Y A R D AL L E Y S T A R T 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.) 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.) WE S T S I D E Y A R D PR O P E R T Y L I N E 5' S I D E Y A R D S E T B A C K PV-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' S I D E Y A R D S E T B A C K EA S T S I D E Y A R D PR O P E R T Y L I N E (S I D E A L L E Y ) EA S T S I D E Y A R D AL L E Y S T A R T PV-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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 83 City of Aspen Community Development Department Aspen Historic Preservation Land Use Packet City of Aspen | 130 S. Galena Street. | (970) 920 5090 Historic Land Use Application Requirements, Updated: March, 2020 Land Use Review Fee Policy The City of Aspen has established a review fee policy for the processing of land use applications. A flat fee or deposit is collected for land use applications based on the type of application submitted. A flat fee is collected by Community Development for applications which normally take a minimal and predictable amount of staff time to process. Review fees for other City Departments reviewing the application (referral departments) will also be collected when necessary. Flat fees are cumulative – meaning an application with multiple flat fees must be pay the sum of those flat fee. Flat fees are not refundable. A review fee deposit is collected by Community Development when more extensive staff time is required. Actual staff time spent will be charged against the deposit. Various City staff may also charge their time spent on the case in addition to the case planner. Deposit amount may be reduces if, in the opinion of the Community Development Director, the project is expected to take significantly less time to process than the deposit indicates. A determination on the deposit amount shall be made during the pre-application conference by the case planner. Hourly billing shall still apply. All applications must include an Agreement to Pay Application Fees. One payment including the deposit for Planning and referral agency fees must be submitted with each land use application, made payable to the City of Aspen. Applications will not be accepted for processing without the required fee. The Community Development Department shall keep an accurate record of the actual time required for the processing of a land use application requiring a deposit. The City can provide a summary report of fees due at the applicant’s request. The applicant will be billed for the additional costs incurred by the City when the processing of an application by the Community Development Department takes more time or expense than is covered by the deposit. Any direct costs attributable to a project review shall be billed to the applicant with no additional administrative charge. In the event the processing of an application takes less time than provided for by the deposit, the department shall refund the unused portion of the deposited fee to the applicant. Fees shall be due regardless of whether an applicant receives approval. Unless otherwise combined by the Director for simplicity of billing, all applications for conceptual, final and recordation of approval documents shall be handled as individual cases for the purpose of billing. Upon conceptual approval all billing shall be reconciled and past due invoices shall be paid prior to the Director accepting an application for final review. Final review shall require a new deposit at the rate in effect at the time of final submission. Upon final approval all billing shall be again reconciled prior to the Director accepting an application for review of technical documents for recordation. The Community Development Director may cease processing of a land use application for which an unpaid invoice is 30 or more days past due. Unpaid invoices of 90 days or more past due may be assessed a late fee of 1.75% per month. An unpaid invoice of 120 days or more may be subject to additional actions as may be assigned by the Municipal Court Judge. All payment information is public domain. All invoices shall be paid prior to issuance of a Development Order or recordation of development agreements and plats. The City will not accept a building permit for a property until all invoices are paid in full. For permits already accepted, and unpaid invoice of 90 days or more days may result in cessation of building permit processing or issuance of a stop work order until full payment is made. The property owner of record is the party responsible for payment of all costs associated with a land use application for the property. Any secondary agreement between a property owner and an applicant representing the owner (e.g. a contract purchaser) regarding payment of fees is solely between those private parties. EXHIBIT-D 84 City of Aspen Community Development Department Aspen Historic Preservation Land Use Packet City of Aspen | 130 S. Galena Street. | (970) 920 5090 Historic Land Use Application Requirements, Updated: March, 2020 City Use: Fees Due: $ Received $ Agreement to Pay Application Fees An agreement between the City of Aspen (“City”) and Property Phone No.: Owner (“I”): Email: Address of Billing Property: Address: (Subject of (send bills here) application) I understand that the City has adopted, via Ordinance No., Series of 2011, 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 Name: Title: 121 W BLEEKER LLC 121 W BLEEKER RESIDENCE 121 West Bleeker Street Aspen, Colorado 81611 ATTN: Derek Skalko PO BOX 7928 Aspen, Colorado 81611 646.247.5508-KN-G / 970.309.0695 -DS c/o" derek@1friday.com $1950.00 6 Derek Skalko, 1 Friday Design c/o: 121 W BLEEKER LLC Owners Representative - HPC Process: 121 W Bleeker LLC 2-21-2022 85 City of Aspen Community Development Department Aspen Historic Preservation Land Use Packet City of Aspen | 130 S. Galena Street. | (970) 920 5090 Historic Land Use Application Requirements, Updated: March, 2020 ATTACHMENT 2 - Historic Preservation Land Use Application PROJECT: APPLICANT: Name: Address: Phone #: Fax#: E-mail: REPRESENTATIVE: Name: Address: Phone #: Fax#: E-mail: TYPE OF APPLICATION: (please check all that apply): EXISTING CONDITIONS: (description of existing buildings, uses, previous approvals, etc.) PROPOSAL: (description of proposed buildings, uses, modifications, etc.) Name: Location: (Indicate street address, lot & block number or metes and bounds description of property) Parcel ID # (REQUIRED) Historic Designation Certificate of No Negative Effect Certificate of Appropriateness Minor Historic Development Major Historic Development Conceptual Historic Development Final Historic Development Relocation (temporary, on or off-site) Demolition (total demolition) Substantial Amendment Historic Landmark Lot Split 2735 - 124 - 39 - 003 121 W BLEEKER RESIDENCE 121 WEST BLEEKER STREET, CITY + TOWNSITE OF ASPEN BLOCK 58, EAST 1/2 LOT C, LOT D, + WEST 1/2 OF LOT E 121 W BLEEKER LLC 121 WEST BLEEKER STREET , ASPEN , COLORADO 81611 C/O: 970.309.0695 DEREK@1FRIDAY.COM DEREK SKALKO, 1 FRIDAY DESIGN PO BOX 7928 . ASPEN .. COLORADO 81612 970.309.0695 DEREK@1FRIDAY.COM x Existing Historically Designated Victorian (1887) with significant non-historic rear/ side yard addition circa 1980s / 1990s Proposed removal of all non-historical existing construction, full renovation of historical Victorian and proposed new addition with full subgrade basement as proposed - house to be lifted / new foundation proposed x EXHIBIT - E 86 City of Aspen Community Development Department Aspen Historic Preservation Land Use Packet City of Aspen | 130 S. Galena Street. | (970) 920 5090 Historic Land Use Application Requirements, Updated: March, 2020 General Information Please check the appropriate boxes below and submit this page along with your application. This information will help us review your plans and, if necessary, coordinate with other agencies that may be involved. YES NO Does the work you are planning include exterior work; including additions, demolitions, new construction, remodeling, rehabilitation or restoration? Does the work you are planning include interior work, including remodeling, rehabilitation, or restoration? Do you plan other future changes or improvements that could be reviewed at this time? In addition to City of Aspen approval for a Certificate of Appropriateness or No Negative Effect and a building permit, are you seeking to meet the Secretary of the Interior’s Standards for Rehabilitation or restoration of a National Register of Historic Places Property in order to qualify for state or federal tax credits? If yes, are you seeking federal rehabilitation investment tax credits in Conjunction with this project? (Only income producing properties listed on the National Register are eligible. Owner-occupied residential properties are not.) If yes, are you seeking the Colorado State Income Tax Credit for Historical Preservation? Please check all City of Aspen Historic Preservation Benefits which you plan to use: Rehabilitation Loan Fund Dimensional Variances Tax Credits Increased Density Conservation Easement Program Waiver of Park Dedication Fees Conditional Uses Historic Landmark Lot Split X X X X X X X 87 City of Aspen Community Development Department Aspen Historic Preservation Land Use Packet City of Aspen | 130 S. Galena Street. | (970) 920 5090 Historic Land Use Application Requirements, Updated: March, 2020 Matrix of the City of Aspen’s Historic Preservation Land Use Application Requirements To review full procedures for all applications, reference 26.415 of the City of Aspen building code, Historic Preservation Ordinance. When submitting multiple step applications, do not replicate submission materials. Two copies of the application are required for a Certificate of No Negative Effect, 15 copies are required for each meeting. Also note that an electronic version of all text documents is required. Type of Review Application Requirements Fees Deposit Fee Notice Requirements Designation 1-9, 11,12 $0 Publication, Posting and Mailing Pursuant to Sections: 26.304.060 (E) (3) (a) (b) (c.) at HPC and Council Exempt Development Consult with Historic Preservation Officer to confirm exempt status $0 None Certificate of No Negative Effect 1-9, 15, 17 $245 None Minor Development 1-10, 15, 16, 17, 36 $735 Posting Pursuant to Sections: 26.304.060 (E) (3) (b) Major Development/Conceptual 1-10, 14, 17, 18, 19, 20 Development under 1,000 sf, $1,470 Development over 1,000 sf, $2,940 Publication, Posting and Mailing Pursuant to Sections: 26.304.060 (E) (3) (a) (b) (c.) Major Development/Final 1-10, 16, 21, 22, 36 Paid at time of conceptual Publication, Posting and Mailing Pursuant to Sections: 26.304.060 (E) (3) (a) (b) (c.) Substantial Amendment 1-10, 16, 23, 24, 25, 36 $735 Publication, Posting and Mailing Pursuant to Sections: 26.304.060 (E) (3) (a) (b) (c.) Demolition 1-9, 26 $2,940 Publication, Posting and Mailing Pursuant to Sections: 26.304.060 (E) (3) (a) (b) (c.) Relocation 1-9, 27-34 $2,940 Publication, Posting and Mailing Pursuant to Sections: 26.304.060 (E) (3) (a) (b) (c.) Historic Landmark Lot Split 1-10 $1,470 Publication, Posting and Mailing Pursuant to Sections: 26.304.060 (E) (3) (a) (b) (c.) at HPC and Council Rescinding Designation 1-9, 35 $1,470 Publication, Posting and Mailing Pursuant to Sections: 26.304.060 (E) (3) (a) (b) (c.) at HPC and Council 88 City of Aspen Community Development Department Aspen Historic Preservation Land Use Packet City of Aspen | 130 S. Galena Street. | (970) 920 5090 Historic Land Use Application Requirements, Updated: March, 2020 KEY 1.Contained within a letter signed by the applicant, the applicant's name, address and telephone number, and the name, address, and telephone number of any representative authorized to act on behalf of the applicant. 2.The street address, legal description, and parcel identification number of the property proposed for development. 3.A disclosure of ownership of the parcel proposed for development, consisting of a current certificate from a Title insurance company, 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. 4.An 8 1/2" x 11" vicinity map locating the subject parcel within the City of Aspen. 5.A site plan depicting the proposed layout and the project’s physical relationship to the land and its surroundings. 6.A site improvement survey certified by a registered land surveyor, licensed in the State of Colorado, showing the current status of the parcel including the current topography and vegetation. (This requirement, or any part thereof, may be waived by the Community Development Director if the project is determined not to warrant a survey document.) 7.A written description of the proposal and a written explanation of how the proposed development complies with the review criteria and The City of Aspen Historic Preservation Design Guidelines relevant to the development application. 8.Additional materials, documentation, or reports as deemed necessary by the Community Development Director. 9.Completed Land Use Application Form, Signed Fee Agreement, and Fee. 10.Dimensional Requirement Form. Site or historic district boundary map. 11.Property or district description including narrative text, photographs and/or other graphic materials that document its physical characteristics. 12.Identification of the character-defining features that distinguish the entity which should be preserved. 13.Verification that the proposal complies with Section 26.410, Residential Design Standards, or a written request for a variance from any standard that is not being met. 14.Photographs, building material samples and other exhibits, as needed, to accurately depict location, extent and design of the proposed work. 15.An accurate representation of all major building materials and finishes to be used in the development, depicted through samples or photographs. 16.Scaled elevations and/or drawings of the proposed work and its relationship to the designated historic buildings, structures, sites and features in its context. 17.Scaled drawings of the proposed structure(s) or addition(s) depicting their form, including their height, massing, scale, proportions and roof plan; and the primary features of all elevations in the neighborhood context. 18.Supplemental materials to provide a visual description of the context surrounding the designated historic property or historic district including at least one (1) of the following: diagrams, maps, photographs, 3- D model (digital or physical) or streetscape elevations. 19.Preliminary selection of primary building materials to be used in construction represented by samples and/or photographs. 20.A statement, including narrative text or graphics, indicating how the Final Development Plan conforms to representations made or stipulations placed as a condition of the approval of the Conceptual Development Plan. 21.Final drawings of all proposed structures(s) and/or addition(s) included as part of the development at ¼” = 1.0’ scale 22.A revised site plan 23.Revised scaled elevations and drawings 24.Photographs and other exhibits to illustrate the proposed changes. 25.Written documentation that the Chief Building Official has determined the building an imminent hazard, or narrative 26.text, graphic illustrations or other exhibits that provide evidence that the building, structure or object is of no historic or architectural value or importance. 27.A written description and/or graphic illustrations of the building, structure or object proposed for relocation. 28.A written explanation of the type of relocation requested (temporary, on-site or off-site) and justification for the need for relocation. 29.A written report from a licensed engineer or architect regarding the soundness of the building, structure or object, its ability to withstand the physical move and its rehabilitation needs, once relocated. 30.A conceptual plan for the receiving site providing preliminary information on the property boundaries, existing improvements and site characteristics and the associated planned improvements. 31.Evidence of the financial ability to undertake the safe relocation, preservation and repair of the building, structure or object; site preparation and construction of necessary infrastructure through the posting of bonds or other financial measures deemed appropriate. 32.Supplementary materials to provide an understanding of the larger context for the relocated property and its impact on adjacent properties, the neighborhood or streetscape. 33.If the applicant does not own the receiving site, proof from the site’s property owner of the willingness to accept the relocated building, structure or object. 34.Evidence that the applicant has or is seeking the necessary approvals to place the building on the identified receiving site. If the site is outside of the city limits, verification that the building will be preserved on its new site through a formal action of the other jurisdiction or a preservation easement. 35.A written description of how the property does not meet these criteria for designation. 36.A lighting plan indicating the location of all exterior light fixtures and site lighting, and cut sheets for each type of fixture proposed. Light fixtures must comply with the "City of Aspen Historic Preservation Design Guidelines" and meet the City Lighting Code. 89 City of Aspen Community Development Department Aspen Historic Preservation Land Use Packet City of Aspen | 130 S. Galena Street. | (970) 920 5090 Historic Land Use Application Requirements, Updated: March, ATTACHMENT 4 - General Summary of Historic Preservation Review Process (Please see Section 26.415 of the Aspen Municipal Code for more detailed information) 1.An application is first transmitted to the Community Development Director to determine if it is complete. A complete application for a Certificate of No Negative Effect may be approved by the Community Development Director with no further review if it meets the requirements set forth for that type of work in the Aspen Municipal Code. 2.For all other types of reviews, the applicant shall be notified in writing whether the information is complete or if additional materials are required. 3.A date for a public hearing on a complete application will be scheduled before the HPC. Notice of the hearing shall be provided as required in the Aspen Municipal Code. 4.City Community Development Staff will review the submittal material and prepare a report that analyzes the project’s conformance with the design guidelines and other applicable Land Use Code sections. This report will be transmitted to the HPC with relevant information on the proposed project and a recommendation to approve, disapprove or approve with conditions and the reasons for the recommendation. 5.The HPC will review the application, the report and the evidence presented at the hearing to determine the project’s conformance with the City of Aspen Historic Preservation Design Guidelines. The order of proceedings at the HPC meeting are as follows: 1.Applicant and public are sworn in 2.Staff presentation 3.Commission member questions 4.Public comment 5.Commission member comments 6.Applicant response/clarification 7.Commission motion and vote 6.The HPC will approve, disapprove, approve with conditions or continue the application to obtain additional information necessary to make a decision to approve or deny. If the application is a one- step review, and it is approved, the HPC will issue a Certificate of Appropriateness and the Community Development Director will issue a Development Order. If the application requires submittal for a final review, materials must be prepared and submitted according to the processes described above. A project that receives final approval will be issued a Certificate of Appropriateness and the Community Development Director will issue a Development Order. 7.HPC decisions are final unless appealed by the applicant or a landowner within three hundred (300) feet of the subject property, as provided in the Aspen Municipal Code. For Major Development, Demolition, or Relocation, a resolution of the HPC action will be forwarded to the City Council to allow them an opportunity to “call up” the decision if they feel there has been an abuse of discretion or denial of due process. No building permit can be issued for construction of the project until the thirty (30) day “call up” period has expired. 90 City of Aspen Community Development Department Aspen Historic Preservation Land Use Packet City of Aspen | 130 S. Galena Street. | (970) 920 5090 Historic Land Use Application Requirements, Updated: March, 8.For Historic Designation and Historic Landmark Lot Split, the two types of historic preservation reviews in which City Council makes the final determination, staff will prepare a report including the recommendation of the HPC, and a hearing will be scheduled before Council. Council will evaluate the application to determine if the review criteria are met. The Council may approve, disapprove or continue the application to request additional information necessary to make a decision to approve or deny. 9.HPC assigns a member of the Commission to be the “project monitor” for each project they approve. The monitor (and Staff) may periodically visit the site as work is under construction. If the applicant requests a change to any aspects of the project change after the HPC approval, the applicant, Staff, and the project monitor will attempt to address them without returning to the full HPC. 10.Before an application for a building permit can be submitted, a final set of plans reflecting any or all required changes by the HPC or City Council must be on file with the City. Any conditions of approval or outstanding issues which must be addressed in the field or at a later time shall be noted on the plans. 11.Once a Development Order has been received, a building permit application may be submitted. At this time the proposal will be reviewed for compliance with the Uniform Building Code and zoning regulations. Fees for water, sewer, park dedication fees, and employee housing will be collected if due. Any document, such as a plat, deed restriction, or other agreement which is required to be filed, must be recorded before the building permit will be issued. 91 COMMUNITY DEVELOPMENT DEPARTMENT 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 Name : 121 W BLEEKER LLC RESIDENCE Owner ("I"): Ema,·1 ·. c/o: derek@lfriday.com Phone No.: c/o: 970.309 .0695 Address of Property: (subject of application) 121 WEST BLEEKER STREET ASPEN ,CO 81611 I certify as follows: (pick one) I This property is not subject to a homeowners association or other form of private covenant. D 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. D 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 . Evidence of approval is attached. 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 is ~o71ument is a ~blic d~~ument. , /(-t //,u,rvH1t-~ul~ 111/10/Jj Owner signature: --:--;"-~.c......,-......... ~..1..r.--r--.i,.__ date : 0 I / (-) /10 L \ k-t-rty 1Vi n1r1 1 ,:1 -7 ,N-.,-1H -..v1- Owner printed name: 7 vf)D c C7vb-/J7ttE!t_ or, Attorney signature : __________ date: ____ _ Attorney printed name: EXHIBIT - F 92 1 FRIDAY DESIGN AUr HENl lC IN APPROACH DI FFEREN T 0Y DESIGN MEMO PO Box 7928 Aspen, CO 81612 Phone: 970.309 .0695 E-mail: derek@lfriday.com ATTN : City of Aspen HPC C/O: Ms. Sarah Yoon Community Development Department Historic Preservation Planner 130 South Galena Street Aspen , CO 81611 (o) 970.920.5144 / (m) 970.319.0720 sar ah .yoon@ cityofas pen .co m CC: Office, Mr. Derek Skalko RE : DATE: 10 JANUARY 2021 Letter of Authorization : Derek Skalko , 1 Friday Design Regarding 121 W BLEEKER LLC-121 West Bleeker, Aspen CO 81611 o 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. Dear Sarah & the Aspen HPC, Per requisite, please accept this Letter of Authorization for: Derek M Skalka, Owner & Principal of 1 Friday Design PO BOX 7928, Aspen CO 81612 (p) 970.309.0695 / (e) dere k@1friday .com To serve as our acting representative on behalf of all HPC major Conceptual & Final Development applications, notification issuances, and any requested clarifications/ RFl's in relation to the 121 W BLEEKER LLC Application, for the subject property Located at 121 West Bleeker Street, Aspen CO 81611. Thank you, Applicant' Name: 121 W BLEEKER LLC, Mr. Todd Guenther & Mrs. Kelly Nimmo-Guenther; Owners/ Managers Address: 121 West Bleeker Street, Aspen CO 81611 (p) 646.247.5508 Date:_l_/_;tJ_/-_'.L_e.1_~_! __ If Jsl lh t, \ EXHIBIT - G 93 620 East Hopkins Avenue Aspen, CO 81611 Phone: 970-925-3577 Fax: 970-300-4423 www.titlecorockies.com COMMITMENT TRANSMITTAL Commitment Ordered By:Inquiries should be directed to: Title Company of the Rockies 620 East Hopkins Avenue Aspen, CO 81611 Phone: 970-925-3577 Fax: 970-300-4423 email: Commitment Number:0706947 Buyer's Name(s):Purchaser with contractual rights under a purchaser agreement with the vested owner identified at item 4 below Seller's Name(s):121 W Bleeker LLC Property:121 W Bleeker St., Aspen, CO 81611 City and Townsite of Aspen, Block 58, Lot D & E, Pitkin County, CO COPIES / MAILING LIST Purchaser with contractual rights under a purchaser agreement with the vested owner identified at item 4 below 1 Friday Design c/o Derek Skalko PO Box 7928 Aspen, CO 81612 Home: (970) 309-0695 121 W Bleeker LLC COLORADO NOTARIES MAY REMOTELY NOTARIZE REAL ESTATE DEEDS AND OTHER DOCUMENTS USING REAL-TIME AUDIO-VIDEO COMMUNICATION TECHNOLOGY. YOU MAY CHOOSE NOT TO USE REMOTE NOTARIZATION FOR ANY DOCUMENT. Service Beyond Expectation in Colorado for: Eagle, Garfield, Grand, Pitkin and Summit Counties. (Limited Coverage: Jackson, Lake, Park and Routt Counties) Locations In: Avon/Beaver Creek, Basalt, Breckenridge, Grand Lake and Winter Park. (Closing Services available in Aspen and Glenwood Springs). Page 1 of 1 February 21, 2022 10:23 AM EXHIBIT - H 94 620 East Hopkins Avenue Aspen, CO 81611 Phone: 970-925-3577 Fax: 970-300-4423 www.titlecorockies.com Commitment Ordered By:Inquiries should be directed to: Title Company of the Rockies 620 East Hopkins Avenue Aspen, CO 81611 Phone: 970-925-3577 Fax: 970-300-4423 email: Commitment Number:0706947 Buyer's Name(s):Purchaser with contractual rights under a purchaser agreement with the vested owner identified at item 4 below Seller's Name(s):121 W Bleeker LLC Property:121 W Bleeker St., Aspen, CO 81611 City and Townsite of Aspen, Block 58, Lot D & E, Pitkin County, CO TITLE CHARGES These charges are based on issuance of the policy or policies described in the attached Commitment for Title Insurance, and includes premiums for the proposed coverage amount(s) and endorsement(s) referred to therein, and may also include additional work and/or third party charges related thereto. If applicable, the designation of “Buyer” and “Seller” shown below may be based on traditional settlement practices in Pitkin County, Colorado, and/or certain terms of any contract, or other information provided with the Application for Title Insurance. Owner’s Policy Premium: Loan Policy Premium: Additional Lender Charge(s): Additional Other Charge(s): Tax Certificate: Total Endorsement Charge(s): TBD Charge(s): TOTAL CHARGES: $300.00 $0.00 $300.00 Service Beyond Expectation in Colorado for: Eagle, Garfield, Grand, Pitkin and Summit Counties. (Limited Coverage: Jackson, Lake, Park and Routt Counties) Locations In: Avon/Beaver Creek, Basalt, Breckenridge, Grand Lake and Winter Park. (Closing Services available in Aspen and Glenwood Springs). 95 ALTA Commitment (6-17-06) ALTA Commitment Form COMMITMENT FOR TITLE INSURANCE Stewart Title Guaranty Company, a Texas Corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedules A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate 6 months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. This commitment shall not be valid or binding until countersigned by a validating officer or authorized signatory. IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. 004-UN ALTA Commitment (6-17-06) Issued by: 620 East Hopkins Avenue Aspen, CO 81611 Authorized Agent 96 CONDITIONS The term mortgage, when used herein, shall include deed of trust, trust deed, or other security1. instrument. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse2. claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. Liability of the Company under this Commitment shall be only to the named proposed Insured and3. such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and Stipulations and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of4. title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of5. Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at< http://www.alta.org/>. 97 COMMITMENT FOR TITLE INSURANCE Issued by as agent for Stewart Title Guaranty Company SCHEDULE A Reference:Commitment Number: 0706947 1.Effective Date: December 31, 2020, 7:00 am Issue Date: February 21, 2022 2.Policy (or Policies) to be issued: ALTA Owner's Policy (6-17-06)Policy Amount:Amount to be Determined Premium:Amount to be Determined Proposed Insured:Purchaser with contractual rights under a purchaser agreement with the vested owner identified at item 4 below 3.The estate or interest in the land described or referred to in this Commitment is Fee Simple. 4.The Title is, at the Commitment Date, vested in: 121 W Bleeker LLC, a Colorado limited liability company 5.The land referred to in this Commitment is described as follows: FOR LEGAL DESCRIPTION SEE SCHEDULE A CONTINUED ON NEXT PAGE For Informational Purposes Only - APN: R001080 Countersigned The Title Company of the Rockies By: Kurt Beereboom This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule A Page 1 98 Commitment No: 0706947 SCHEDULE A (continued) LEGAL DESCRIPTION The Land referred to herein is located in the County of Pitkin, State of Colorado, and described as follows: The East 1/2 of Lot C, all of Lot D, and the West 1/2 of Lot E, Block 58, CITY AND TOWNSITE OF ASPEN This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule A Page 2 99 Commitment No: 0706947 COMMITMENT FOR TITLE INSURANCE Issued by Stewart Title Guaranty Company SCHEDULE B, PART I Requirements All of the following Requirements must be met: 1.The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2.Pay the agreed amount for the estate or interest to be insured. 3.Pay the premiums, fees, and charges for the Policy to the Company. 4.Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. NONE THE COMPANY RESERVES THE RIGHT TO CONDUCT AN ADDITIONAL SEARCH OF THE RECORDS IN THE OFFICE OF THE CLERK AND RECORDER FOR PITKIN COUNTY, COLORADO FOR JUDGMENT LIENS, TAX LIENS OR OTHER SIMILAR OR DISSIMILAR INVOLUNTARY MATTERS AFFECTING THE GRANTEE OR GRANTEES, AND TO MAKE SUCH ADDITIONAL REQUIREMENTS AS IT DEEMS NECESSARY, AFTER THE IDENTITY OF THE GRANTEE OR GRANTEES HAS BEEN DISCLOSED TO THE COMPANY. NOTE: THIS COMMITMENT IS ISSUED UPON THE EXPRESS AGREEMENT AND UNDERSTANDING THAT THE APPLICABLE PREMIUMS, CHARGES AND FEES SHALL BE PAID BY THE APPLICANT IF THE APPLICANT AND/OR ITS DESIGNEE OR NOMINEE CLOSES THE TRANSACTION CONTEMPLATED BY OR OTHERWISE RELIES UPON THE COMMITMENT, ALL IN ACCORDANCE WITH THE RULES AND SCHEDULES OF RATES ON FILE WITH THE COLORADO DEPARTMENT OF INSURANCE. This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part I Page 3 100 Commitment No: 0706947 This Title Report is issued for informational purposes only. No title policy or insurance will be issued based upon this report. Vesting Deed recorded 6/18/2020 as Reception No. 665278 This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part I - continued Page 4 101 Commitment No: 0706947 SCHEDULE B, PART II Exceptions THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. Any loss or damage, including attorney fees, by reason of the matters shown below: Any facts, right, interests, or claims which are not shown by the Public Records but which could1. be ascertained by an inspection of said Land or by making inquiry of persons in possession thereof. Easements or claims of easements, not shown by the Public Records.2. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the3. Title that would be disclosed by an accurate and complete land survey of the Land. 4. Any lien, or right to a lien for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the Public Records or attaching subsequent to the effective date hereof, but prior to the date of the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. The effect of inclusions in any general or specific water conservancy, fire protection, soil7. conservation or other district or inclusion in any water service or street improvement area. Exceptions and Reservations set forth in the Act authorizing the issuance of the Patent for the8. City and Townsite of Aspen recorded March 1, 1987 in Book 139 at Page 216. This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part II Page 5 102 Commitment No: 0706947 Any mine of gold, silver, cinnabar or copper, or to any valid mining claim or possession9. as set forth in Deeds recorded in Book 59 at Page 349 and in Book 79 at Page 15. Encroachment of house 0.4 feet into alley as shown on survey by Aspen Survey10. Engineers, dated May 7, 1988 as Job No. 18323 and updated August 30, 1990 and November 22, 2000. Deed of Trust from 121 W Bleeker LLC for the benefit of Citibank, NA in the amount of11. $4,160,000.00 recorded 06/18/2020 as Reception No. 665279. This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part II - continued Page 6 103 Commitment No: 0706947 DISCLOSURE STATEMENTS Note 1: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII, requires that "Every Title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the Title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed.” (Gap Protection) Note 2: Exception No. 4 of Schedule B, Section 2 of this Commitment may be deleted from the Owner's Policy to be issued hereunder upon compliance with the following conditions: The Land described in Schedule A of this commitment must be a single-family residence, which includes a1. condominium or townhouse unit. No labor or materials may have been furnished by mechanics or materialmen for purpose of construction on2. the Land described in Schedule A of this Commitment within the past 13 months. The Company must receive an appropriate affidavit indemnifying the Company against unfiled mechanic's3. and materialmen's liens. Any deviation from conditions A though C above is subject to such additional requirements or Information4. as the Company may deem necessary, or, at its option, the Company may refuse to delete the exception. Payment of the premium for said coverage.5. Note 3: The following disclosures are hereby made pursuant to §10-11-122, C.R.S.: The subject real property may be located in a special taxing district;(i) A certificate of taxes due listing each taxing jurisdiction shall be obtained from the County Treasurer or the(ii) County Treasurer's authorized agent; and Information regarding special districts and the boundaries of such districts may be obtained from the(iii) County Commissioners, the County Clerk and Recorder, or the County Assessor. Note 4: If the sales price of the subject property exceeds $100,000.00, the seller shall be required to comply with the disclosure or withholding provisions of C.R.S. §39-22-604.5 (Non-resident withholding). Note 5: Pursuant to C.R.S. §10-11-123 Notice is hereby given: (a)If there is recorded evidence that a mineral estate has been severed, leased or otherwise conveyed from the surface estate then there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property, and (b)That such mineral estate may include the right to enter and use the property without the surface owner's permission. Note 6: Effective September 1, 1997, C.R.S. §30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one-half inch the clerk and recorder may refuse to record or file any document that does not conform. Note 7: Our Privacy Policy: We will not reveal nonpublic personal customer information to any external non-affiliated organization unless we have been authorized by the customer, or are required by law. Note 8: Records: Regulation 3-5-1 Section 7 (N) provides that each title entity shall maintain adequate documentation and records sufficient to show compliance with this regulation and Title 10 of the Colorado Revised Statutes for a period of not less than seven (7) years, except as otherwise permitted by law. Note 9: Pursuant Regulation 3-5-1 Section 9 (F) notice is hereby given that “A title entity shall not earn interest on fiduciary funds unless disclosure is made to all necessary parties to a transaction that interest is or has been earned. Said disclosure must offer the opportunity to receive payment of any interest earned on such funds beyond any administrative fees as may be on file with the division. Said disclosure must be clear and conspicuous, and may be made at any time up to and including closing.” Be advised that the closing agent will or could charge an Administrative Fee for processing such an additional services request and any resulting payee will also be subjected to a W-9 or other required tax documentation for such Page 7 104 purpose(s). Be further advised that, for many transactions, the imposed Administrative Fee associated with such an additional service may exceed any such interest earned. Therefore, you may have the right to some of the interest earned over and above the Administrative Fee, if applicable (e.g., any money over any administrative fees involved in figuring the amounts earned). Note 10: Pursuant to Regulation 3-5-1 Section 9 (G) notice is hereby given that “Until a title entity receives written instructions pertaining to the holding of fiduciary funds, in a form agreeable to the title entity, it shall comply with the following: The title entity shall deposit funds into an escrow, trust, or other fiduciary account and hold them in a1. fiduciary capacity. The title entity shall use any funds designated as “earnest money” for the consummation of the transaction2. as evidenced by the contract to buy and sell real estate applicable to said transaction, except as otherwise provided in this section. If the transaction does not close, the title entity shall: Release the earnest money funds as directed by written instructions signed by both the buyer and seller;(a) or If acceptable written instructions are not received, uncontested funds shall be held by the title entity for(b) 180 days from the scheduled date of closing, after which the title entity shall return said funds to the payor. In the event of any controversy regarding the funds held by the title entity (notwithstanding any termination3. of the contract), the title entity shall not be required to take any action unless and until such controversy is resolved. At its option and discretion, the title entity may: Await any proceeding; or(a) Interplead all parties and deposit such funds into a court of competent jurisdiction, and recover court(b) costs and reasonable attorney and legal fees; or Deliver written notice to the buyer and seller that unless the title entity receives a copy of a summons(c) and complaint or claim (between buyer and seller), containing the case number of the lawsuit or lawsuits, within 120 days of the title entity's written notice delivered to the parties, title entity shall return the funds to the depositing party.” Note 11: Pursuant to Colorado Division of Insurance Regulation 8-1-3,Section 5, Paragraph C (11)(f), a closing protection letter is available to the consumer. Page 8 105 Commitment No: 0706947 Page 9 106 10 7 2, 6 6 9 44 4 . 9 Le g e n d 1: WG S _ 1 9 8 4 _ W e b _ M e r c a t o r _ A u x i l i a r y _ S p h e r e Fe e t 0 44 4 . 9 22 2 . 4 6 N o t e s TH I S M A P I S F O R I N F O R M A T I O N A L P U R P O S E S . Pi t k i n C o u n t y G I S m a k e s n o w a r r a n t y o r g u a r a n t e e co n c e r n i n g t h e c o m p l e t e n e s s , a c c u r a c y , o r r e l i a b i l i t y of t h e c o n t e n t r e p r e s e n t e d . Pi t k i n M a p s & M o r e Ma p C r e a t e d o n 3 : 40 P M 0 4/11/2 2 a t h t t p : / / w w w . p i t k i n m a p s a n d m o r e . c o m St a t e H i g h w a y Ro a d C e n t e r l i n e 4 K Pr i m a r y R o a d Se c o n d a r y R o a d Se r v i c e R o a d Ri v e r s a n d C r e e k s Co n t i n u o u s In t e r m i t t e n t Ri v e r , L a k e o r P o n d To w n B o u n d a r y Fe d e r a l L a n d B o u n d a r y BL M St a t e o f C o l o r a d o US F S EXHIBIT - J 10 8 Pitkin County GIS presents the information and data on this web site as a service to the public. Every effort has been made to ensure that the information and data contained in this electronic system is accurate, but the accuracy may change. Mineral estate ownership is not included in this mailing list. Pitkin County does not maintain a database of mineral estate owners. Pitkin County GIS makes no warranty or guarantee concerning the completeness, accuracy, or reliability of the content at this site or at other sites to which we link. Assessing accuracy and reliability of information and data is the sole responsibility of the user. The user understands he or she is solely responsible and liable for use, modification, or distribution of any information or data obtained on this web site. This document contains a Mailing List formatted to be printed on Avery 5160 Labels. If printing, DO NOT "fit to page" or "shrink oversized pages." This will manipulate the margins such that they no longer line up on the labels sheet. Print actual size. Pitkin County Mailing List of 300 Feet Radius From Parcel: 273512439003 on 04/11/2022 Instructions: Disclaimer: http://www.pitkinmapsandmore.com 109 GLICKMAN ADAM SAN JUAN PUERTO RICO 00907-3122, 644 FERNANDEZ JUNCOS AVE #301 DISTRICT VIEW PLAZA MIRAMAR TIRPAK BRADLEY ASPEN, CO 81611 101 BLEEKER ST #A GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 PESIKOFF DAVID HOUSTON, TX 77098 1811 NORTH BLVD GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 DIRE WOLF LLC ASPEN, CO 81611 100 E MAIN ST # 1 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 220 WEST MAIN PARTNERS LLC ASPEN, CO 81611 730 E COOPER AVE GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 CHISHOLM HEATHER M ASPEN, CO 81611 205 W MAIN ST GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 ZATS JULIE ASPEN, CO 81611 118 N GARMISCH SPERAW ENDEAVORS LLC SNOWMASS VILLAGE, CO 81615 PO BOX 6575 HILL LESLEY ASPEN, CO 81611 214 W BLEEKER ST GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 FLEMING KIMBERLY PAIGE ASPEN, CO 81612 PO BOX 2869 220 WEST MAIN LLC AUSTIN, TX 78757 8500 SHOAL CREEK BLVD BLDG 4 #150 220 WEST MAIN STREET LLC ASPEN, CO 81611 201 CASTLE RIDGE GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 MELTON DAVID ASPEN, CO 81611 135 W MAIN ST #A GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 2401 BLAKE LLC DENVER, CO 80202 1615 CALIFORNIA ST # 707 TYROL APARTMENTS LLC ASPEN, CO 81611 200 W MAIN ST 220 WMAC LLC ASPEN, CO 81612 PO BOX 8346 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 132 W MAIN LLC DENVER, CO 80202 1615 CALIFORNIA ST # 707 110 132 W MAIN LLC DENVER, CO 80202 1615 CALIFORNIA ST # 707 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 PARDUBA JIRI ASPEN, CO 81612 116 N GARMISCH ST SPERAW ENDEAVORS LLC SNOWMASS VILLAGE, CO 81615 PO BOX 6575 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 220 WEST MAIN PARTNERS LLC ASPEN, CO 81611 730 E COOPER AVE GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 FREEDMAN RYAN D WAYNE, PA 19087 PO BOX 638 CITY OF ASPEN ASPEN, CO 81611 130 S GALENA ST 132 W MAIN LLC DENVER, CO 80202 1615 CALIFORNIA ST # 707 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 HOTEL ASPEN CONDO ASSOC ASPEN, CO 81611 COMMON AREA 110 W MAIN ST 220 WEST MAIN STREET LLC ASPEN, CO 81611 201 CASTLE RIDGE 220 WEST MAIN PARTNERS LLC ASPEN, CO 81611 730 E COOPER AVE KETTELKAMP TRUST PUEBLO, CO 81008 3408 MORRIS AVE SPERAW ENDEAVORS LLC SNOWMASS VILLAGE, CO 81615 PO BOX 6575 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 DIMITRIUS RALLI TRUST PASADENA, CA 91103 535 FREMONT DR GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 220 WEST MAIN STREET LLC ASPEN, CO 81611 201 CASTLE RIDGE GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 2401 BLAKE LLC DENVER, CO 80202 1615 CALIFORNIA ST # 707 132 W MAIN LLC DENVER, CO 80202 1615 CALIFORNIA ST # 707 ASPEN MAIN OFFICE CONDO ASSOC ASPEN, CO 81611 220 W MAIN ST 220 WEST MAIN LLC AUSTIN, TX 78757 8500 SHOAL CREEK BLVD BLDG 4 #150 220 WEST MAIN STREET LLC ASPEN, CO 81611 201 CASTLE RIDGE GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 111 220 WEST MAIN STREET LLC ASPEN, CO 81611 201 CASTLE RIDGE 220 WEST MAIN STREET LLC ASPEN, CO 81611 201 CASTLE RIDGE GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 220 WEST MAIN PARTNERS LLC ASPEN, CO 81611 730 E COOPER AVE KELLY BRIAN NEW YORK, NY 10013 448 GREENWICH ST #5 120 EAST MAIN PARTNERS LLC ASPEN, CO 81611 120 E MAIN ST TIMBERLINE BANK GRAND JUNCTION, CO 81505 633 24 RD STEVENSON KAREN H ASPEN, CO 81611 205 W MAIN ST 132 W MAIN LLC DENVER, CO 80202 1615 CALIFORNIA ST # 707 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 STEVENS LESLEY ASPEN, CO 81611 214 W BLEEKER ST VICTORIANS AT BLEEKER CONDO ASSOC ASPEN, CO 81611 101 E BLEEKER ST GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 TARVER CHARLES ASPEN, CO 81611 616 E HYMAN AVE HANOVER ASPEN LLC WOODY CREEK, CO 81656 PO BOX 481 ANISSIMOVA-FREEDMAN ANGELINA WAYNE, PA 19087 PO BOX 638 220 WEST MAIN STREET LLC ASPEN, CO 81611 201 CASTLE RIDGE GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 132 W MAIN LLC DENVER, CO 80202 1615 CALIFORNIA ST # 707 100 EAST MAIN STREET LLC ASPEN, CO 81611 312 AABC STE D 2401 BLAKE LLC DENVER, CO 80202 1615 CALIFORNIA ST # 707 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 GARCIA STEVEN J ASPEN, CO 81611 120 N GARMISCH 220 WMAC LLC ASPEN, CO 81612 PO BOX 8346 100 EAST MAIN STREET LLC ASPEN, CO 81611 312 AABC STE D GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 112 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 2401 BLAKE LLC DENVER, CO 80202 1615 CALIFORNIA ST # 707 120 EAST MAIN PARTNERS LLC ASPEN, CO 81611 120 E MAIN ST GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 HAYMAX LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 SPERAW ENDEAVORS LLC SNOWMASS VILLAGE, CO 81615 PO BOX 6575 2401 BLAKE LLC DENVER, CO 80202 1615 CALIFORNIA ST # 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Resource number: 2. Temporary resource number: 121.WBL (121.W8) 3. County:Pitkin 4. City:Asoen 5. Historic building name: 6. Current building name: 7. Building address : 121 West Bleeker Street Asoen. Colorado 81611 8. Owner name and address:Diane B. Watson 121 West Bleeker Street Asoen. Colorado 81611 ll. Geographic Information 9. P.M. 6 Township 10 South Range 85 West NE 7a of NE 7a of SE % of SE 7a of Section 10. UTM reference Zone 1 3;3 4 2 5 8 5mE 4 3 3 I 5 0 0mN 11. USGS quad name : Asnen Orradranole Year: 1960. Photo Rev. 1987 Map scale: 7.5' X 15'- Attach photo copy of appropriate map section. 12.Lot(s): D Block 58 Addition:Year of Addition: 13. Boundary Description and Justification:Site is comprised of l-etffBlock 58 of the City and Townsite of +1,'@ o@+'O , *llo€ D;tl;6@-/ ilt. 14. 15. 16. 17. 18. 19. 20. Arch itectu ral Description Building plan (footprint, shape): Dimensions in feet: Length x Width Number of stories: Two Story Primary external wall material(s) (enter no more than two): Wood Horizontal Sidino Roof configuration: (enter no more than one): Front Gable Roof Primary external roof material (enter no more than one): Wood Shinqle Roof L-Shaoed Plan Special features (enter all that apply): EXHIBIT K 117 Resourcd Number: 5PT.239 Temporary Resource Number: 121.WBL Architectural lnventory Form (page 2 of 2) 21. General architectural description: A variant of the wood frame Miner's Cottaqe. A front qable faces the street (north) with a cross oable to the riqht. The front qable has a porch cut out on the main level, almost the width of the front oable volume. The wall of the cross oable is flush with the wall of the front qable. and has a shallow bay centered on its lenoth. The bav contains a sinqle double huno window with a small hipoed roof and brackets suooortinq the sill. The oorch is enclosed with a larqe oane of fixed qlass revealino the beaded frieze and a soindle balustrade. an entry door. with transom. sits on the face adjacent to the shallow bav. A sinole turned oosts sits on the corner of the main volume. Another front qable sits on the ridoe line of the cross qable. and shares the eastern slooe of the front oable. Two dormers. one small and one laroe apoear on the east side. the laroe one contains another shallow bav. similar to the front bav. A shed addition appears at the rear. A corbelled brick chimney sits on the uoper ridqe. All eaves are supoorted bv a series of small brackets and decorative shinqles infill the qable ends. 22. Architectural style/building type: Late Victorian 23. Landscaping or special setting features: Oriqinal iron fence and oate define the front vard: two cottonwoods alono Bleeker street contribute tit he streetscaoe. Orioinal style lioht at entrv: larqe lilac shrubs at west corner of buildino. 24. Associated buildings, features, or objects: A one and 112 storv oable carriaoe house with a shed roof porch on one side. A sinqle storv wino extends to the rioht. All contemporarv widow ooeninqs and details. lV. Architectural History 25. Date of Construction: Estimate 1887 Actual Source of information: Pitkin Countv Assessor 26. Architect: Unknown Source of information: 27. Builder/Contractor: Unknown Source of information: 28. Original owner: John Harkins Source of information: Pitkin Countv Assessor 29. Construction history (include description and dates of major additions, alterations, or demolitions): _Porch enclosure. pre 1980. Additional porch alterations. gable addition to rear. breezeway. and carriage house. all between 1980 and 1990. 30. Original location X Moved _ Date of move(s): V. Historical Associations 31. Original use(s): Domestic 32. lntermediate use(s): 118 Resource Number:sPT 239 Temporary Resource Number: 121.WBL Architectural lnventory Form (page 3 of 3) 33. Current use(s):Domestic 34. Site type(s):Residential Neiohborhood 35. Historical background: This structure is representative of Aspen's minino era character. The buildinq has the characteristics of tvpical mininq era structures such as: size. roof pitch. decorative elements and simole plan. This structure has the unusual cut out porch and tall qable end. 36. Sources of information: Pitkin County Courthouse records; Sanborn and Sons lnsurance MaBs;1990 and 1980 Citv of Aspen Survev of Historic Sites and Structures Vl. Significance 37. Local landmark designation: Yes No X Date of designation: Designating authority: 38. Applicable National Register Criteria: _ A. Associated with events that have made a significant contribution to the broad pattern of our history; _ B. Associated with the lives of persons significant in our past; X C. Embodies the distinctive characteristics of a type, period, or method of construction, or represents the work of a master, or that possess high artistic values, or represents a significant and distinguishable entity whose components may lack individual distinction; or _ D. Has yielded, or may be likely to yield, information important in history or prehistory. Qualifies under Criteria Considerations A through G (see Manual) Does not meet any of the above National Register criteria 39. Area(s) of significance: Architecture 40. Period of significance:Late 1800's Silver Minino Era 41. Level of significance: National _ State _ Local X 42. Statement of signiflcance: This structure is sl era. lt describes the nature of the life of an average family or individual during that period, as well as the construction technioues. materials available and the fashion of the time- 43. Assessment of historic physical integrity related to significance: Alteration of the porch has removed some of the character detining features of the fagade. otherwise the Scale. pattern and massing of the structure are intact. Vll. National Register Eligibility Assessment 44. National Register eligibility field assessment: Eligible _ Not Eligible X Need Data 45. ls there National Register district potential? Yes No X Discuss: lf there is National Register district potential, is this building: Contributing Noncontributing 119 Resource Number: 5PT.239 Temporary Resource Number: 121.WBL Architectural lnventory Form (page 4 of 4) 46. lf the building is in existing National Register district, is it Contributing _ Noncontributing Vlll. Recording Information 47. Photograph numbers: R6: F4. 5 Negatives filed at: Asoen/Pitkin Communitv Develooment Dept. 48. Report title: Citv of Asoen Uodate of Survev of Historic Sites and Structures. 2000 49. Date(s): 612912000 50. Recorder(s): Suzannah Reid and Patrick Duffield 51. Organization:Reid Architects 52. Address: 412 North Mill Street. PO Box 1303, Aspen CO 81612 53. Phone number(s): 970 92O 9225 NOTE: Please attach a sketch map, a photocopy of the USGS quad. map indicating resource location, and photographs. Colorado Historical Society - Office of Archaeology & Historic Preservation 1300 Broadway, Denver, CO 80203 (303) 866-3395 120 LANDSCAPE COVER project directory architect 1 friday design po box 7928 aspen, co, 81612 contact: derek skalko derek@1friday.com landscape architect connect one design 350 market street, unit 307 basalt, co, 81621 contact: gyles thornely gt@connectonedesign.com survey/civil boundaries unlimited 923 cooper ave, suite 201 glenwood springs, co, 81601 contact: deric walter deric@bu-inc.com structural engineer james romero 3901 mtn dr #11 glenwood springs, co, 81601 contact: james romero mep XXXXXX MEP XXXXX street, unit XXX city, state, zip contact: XXXXXXXXX, XXXX@XXXX.com ABBREVIATIONS @ AT APPROX APPROXIMATE ARCH ARCHITECT B&B BALLED AND BURLAPPED BLDG BUILDING BOC BACK OF CURB BOT BOTTOM OF THRESHOLD BOW BOTTOM OF WALL BS BOTTOM OF STEP CIP CAST IN PLACE CMU CONCRETE MASONRY UNIT CONC. CONCRETE CONT CONTINUOUS DEMO DEMOLITION DI DRAIN INLET DIST DISTANCE DWG(S) DRAWING(S) EOP EDGE OF PAVEMENT EA EACH EQ EQUAL EX EXISTING FG FINISHED GRADE GAL GALLON GC GENERAL CONTRACTOR GEN GENERAL HC HANDICAP HOR HORIZONTAL INCL INCLUDING/INCLUDED LA LANDSCAPE ARCHITECT LC LANDSCAPE CONTRACTOR MAX MAXIMUM MIN MINIMUM MISC MISCELLANEOUS NOM NOMINAL O.C.ON CENTER QTY QUANTITY REIN REINFORCING SECT SECTION SIM SIMILAR SPEC SPECIFICATION SPP SPECIES TEMP TEMPORARY TOS TOP OF SLAB TOW TOP OF WALL TS TOP OF STEP TYP TYPICAL VERT VERTICAL W/WITH W/O WITHOUT NO R T H CONTEXT MAP NOT TO SCALE 121 W BLEEKER ISSUE & REVISION DATES Plot Date: 09/21/21 Project #: 446 Drawn By:GT Checked By:GT HOA SET 09/21/2021 12 1 W E S T B L E E K E R AS P E N , C O , 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 SHEET DESCRIPTION L.0.00 cover page L.0.01 demo plan L.0.02 tree removal, mitigation & protection plan L.0.03 overall site plan L.0.04 remp/snowmelt plan L.2.00 materials plan L.3.00 planting + hydrozones plan L.3.01 plant schedules + notes + water budget analysis LIGHT exterior lighting plan SHEET INDEX EXHIBIT - L 12 1 LANDSCAPE NOTES L.0.001 GENERAL HARDSCAPE NOTES ·CONCRETE JOINTING SHALL BE AS INDICATED ON LAYOUT PLANS. THE JOINTING HAS BEEN INTRICATELY DESIGNED, AND THE UTMOST CARE IS TO BE TAKEN TO ENSURE THAT THE INTEGRITY OF THE DESIGN IS MAINTAINED THROUGHOUT THE INSTALLATION PROCESS. ·ALL PAVEMENT JOINTS ARE TO BE PARALLEL, PERPENDICULAR OR TANGENT TO ADJACENT LINES UNLESS NOTED OTHERWISE. LAYOUT CURVILINEAR JOINTS AS INDICATED ON THE DRAWINGS FOR APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ·ALL PAVEMENT SHALL BE STAKED IN THE FIELD USING DIMENSIONS AND LAYOUT GEOMETRY INDICATED ON THE SITE LAYOUT PLANS OR AS INSTRUCTED AND APPROVED BY THE OWNER PRIOR TO CONSTRUCTION. ALIGNMENT MAY BE ADJUSTED TO ACCOMMODATE EXISTING DRAIN INLETS, MANHOLES, OR OTHER SITE ELEMENTS UPON APPROVAL OF THE LANDSCAPE ARCHITECT. ·CONTROL AND EXPANSION JOINT MODULE WIDTH MAY VARY TO ACHIEVE THE LAYOUT DEPICTED ON THE PLANS. THE CONTRACTOR SHALL FIELD MEASURE AND IDENTIFY MODULAR WIDTHS THAT ACHIEVE THE INTENT OF THE LAYOUT SHOWN ON THE PLAN. CONTRACTOR SHALL SUBMIT TO THE OWNER OR OWNER'S REPRESENTATIVE A REDLINED PLAN SHOWING ANY REQUIRED CHANGES IN JOINT LAYOUT PRIOR TO PLACEMENT. ALL CHANGES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER. EXPANSION JOINTS SHALL BE PROVIDED AS SHOWN ON THE PLANS AND AT ALL INTERFACES. ·THE CONTRACTOR SHALL PROVIDE SAMPLE POURS OF ALL PAVING FOR APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT SAMPLES OF ALL JOINT SEALANTS AND COLORS FOR APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. ·SEE SITE GRADING PLANS AND CIVIL ENGINEERING DRAWINGS FOR PAVEMENT ELEVATIONS. MATCH GRADES WITH EXISTING CONDITIONS. VERIFY THAT THE PAVEMENT SURFACES BETWEEN EXISTING AND NEW ARE FLUSH AND DO NOT CREATE A TRIPPING HAZARD. ·THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE LOCATION OF ALL DRAIN INLETS, CATCH BASINS, YARD DRAINS AND MANHOLES INDICATED ON THE PLANS. WHERE POSSIBLE, DRAIN INLETS IN PAVEMENT SHALL BE LOCATED AT THE INTERSECTION OF PAVEMENT JOINTS OR IN THE CENTER OF A PAVEMENT FIELD DEFINED BY THE PAVEMENT JOINT PATTERN INDICATED ON THE DRAWINGS. ·SUBGRADE COMPACTION SHALL TAKE PLACE UNDER DRY CONDITIONS. ANY SOFT OR MUDDY AREAS ARE TO BE EXCAVATED AND REFILLED WITH DRY SOIL OF THE SAME TYPE. ·ALL REINFORCEMENT (BARS, DOWELS AND/OR WIRE MESH) SHALL BE IN PLACE AND SECURED PRIOR TO PLACING CONCRETE. WIRE MESH IS TO ULTIMATELY BE SECURED AT A DEPTH OF 1/2 OF THE THICKNESS OF THE CONCRETE POUR. ALL MEANS NECESSARY TO ACHIEVE THIS ARE TO BE UTILIZED BY THE INSTALLER. ·SLEEVES ARE TO BE IN PLACE PRIOR TO PLACEMENT OF THE CONCRETE. ·CONCRETE TO BE INSTALLED WHEN AIR TEMPERATURE IS BETWEEN 50°F AND 85°F. IF THE TEMPERATURE IS PREDICTED TO EXCEED EITHER OF THESE LIMITS WITHIN 5 DAYS OF INSTALLATION, CONCRETE SHALL NOT BE INSTALLED AT THAT TIME. ·ALL CONCRETE EXPOSED TO THE WEATHER SHALL CONTAIN 8% ENTRAINED AIR ·ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318, ACI 318.1 AND ACI 301. CONCRETE TEST REPORTS SHALL BE MADE AVAILABLE TO THE LANDSCAPE ARCHITECT AT THE JOB SITE. ·CONTROL JOINTS ARE TO BE SAW CUT, AND ALL JOINTING IS TO BE RIGIDLY STRAIGHT. ·CONCRETE INSTALLER IS RESPONSIBLE FOR THE PROPER CURING OF THE CONCRETE FOR THE SEVEN DAYS IMMEDIATELY AFTER INSTALLATION. THIS IS TO INCLUDE INSTALLATION OF MOISTURE-RETAINING FABRIC, RE-WETTING OF THE FABRIC AS NEEDED. ON THE FINAL DAY OF THE HEREIN DESCRIBED CURING PROCESS, A CURING COMPOUND IS TO BE APPLIED TO THE CONCRETE AFTER REMOVAL OF THE PROTECTIVE FABRIC. GENERAL SITE FURNISHINGS NOTES THE CONTRACTOR TO PROVIDE THE FOLLOWING SUBMITTALS: ·ALL MANUFACTURER'S DATA INCLUDING DIRECTIONS OR RECOMMENDATIONS FOR INSTALLATION, METHODS, PROCEDURES AND MAINTENANCE. ·COMPLETE SHOP DRAWINGS FOR ALL SITE FURNISHINGS INDICATING ALL DETAILS OF FABRICATION AND INSTALLATION INCLUDING SIZES, SHAPES, FINISHES, COLORS, THICKNESS, MATERIAL QUALITY AND ALL OTHER RELATED WORK APPLICABLE TO THE SITE FURNISHINGS. ·SUBMIT COLOR SAMPLES FOR APPROVAL. ·DELIVER ALL MATERIALS WITH MANUFACTURER'S TAGS AND LABELS INTACT IN CLEAN, DRY AND PROTECTED LOCATIONS. ·STORE AND HANDLE ALL SITE FURNISHINGS SO AS TO AVOID DAMAGE. ·ALL SITE FURNISHINGS SHALL BE PROVIDED BY THE CONTRACTOR INCLUDING ORDERING, SHIPPING, DELIVERY, UNPACKING, AND INSTALLING ACCORDING TO MANUFACTURER'S SPECIFICATIONS. ·PRIOR TO INSTALLING, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER OR OWNER'S REPRESENTATIVE THE DELIVERY OF ALL SITE FURNISHINGS AND SHALL BE COMPLETELY RESPONSIBLE FOR SHIPPING, UNPACKING, REMOVING PACKAGING, DISPOSING OF PALLET AND PACKAGING MATERIALS, AND ALL HANDLING AFTER DELIVERY TO PLACE SITE FURNISHINGS IN LOCATIONS DESIGNATED ON THE PLANS. ·ALL SITE FURNISHINGS LOCATIONS ARE TO BE APPROVED BY OWNER OR OWNER'S REPRESENTATIVE PRIOR TO BEING PLACED ON SITE. ·ALL SITE FURNISHINGS SHALL BE GUARANTEED BY THE CONTRACTOR FREE OF DEFECTS, CRACKS, CHIPS, STAINS AND SHALL BE COMPLETELY CLEAN AND FREE OF DAMAGES UPON FINAL PLACEMENT AND APPROVAL. GENERAL NOTES ·THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT PRIOR TO BIDDING THE WORK. ·EVERY EFFORT HAS BEEN MADE TO IDENTIFY AND VERIFY ALL EXISTING FACILITIES AND UTILITIES. HOWEVER, SOME OF THIS INFORMATION MAY HAVE BEEN TAKEN FROM OLD DRAWINGS AND UTILITY COMPANY MAPS PERTINENT TO THE SITE ·AS SUCH, INFORMATION RELATING TO LOCATIONS, SIZES, OR ELEVATION OF EXISTING FACILITIES SHOULD BE CONSIDERED ONLY APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE APPROPRIATE REPRESENTATIVES OF UTILITY COMPANIES, OR UTILITY LOCATE COMPANIES, A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF WORK WHICH MIGHT AFFECT UTILITY INSTALLATIONS AND TO SECURE FROM SUCH REPRESENTATIVE'S INFORMATION AS TO ACCURATE LOCATION, SIZE AND TYPE OF SUCH INSTALLATIONS. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR PROTECTION, REPAIR AND RELOCATION OF ALL SUCH ITEMS ENCOUNTERED. SHOULD REPAIR OR REPLACEMENT BE REQUIRED, WORK SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANY. ·CONTRACTOR WILL BE FULLY RESPONSIBLE FOR COORDINATING, IMPLEMENTING, MAINTAINING, AND MEETING ALL REQUIREMENTS OF ALL PERMITS RELATED TO THE PROJECT. ·AT NO TIME SHALL MATERIALS BE SUBSTITUTED FOR THOSE SHOWN ON THE DRAWINGS UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE LANDSCAPE ARCHITECT IN WRITING PRIOR TO CONSTRUCTION. ANY DEVIATION FROM THE DRAWINGS AND SPECIFICATIONS SHALL BE ACCOMPANIED BY A WRITTEN DIRECTIVE OF THE LANDSCAPE ARCHITECT. ·THE CONTRACTOR SHALL CONFINE ALL THE CONSTRUCTION WORK, STORAGE OF MATERIALS AND ALL RELATED ACTIVITIES TO THE PUBLIC ROADWAYS, UTILITY EASEMENTS, OR CONSTRUCTION AREAS DESIGNATED IN THE DRAWINGS. ACCESS AND EGRESS TO THE WORK AREA SHALL BE MINIMIZED TO SPECIFIC POINTS. ·THE CONTRACTOR, AT HIS EXPENSE, SHALL PROVIDE ALL NECESSARY TEMPORARY FACILITIES FOR HIS OWN CONVENIENCE OR TO MEET LOCAL, STATE OR FEDERAL REQUIREMENTS, INCLUDING, BUT NOT LIMITED TO, POTABLE WATER, SANITARY WASTE FACILITIES, POWER, TELEPHONE, INTERNET, ETC. ·THE CONTRACTOR WILL BE RESPONSIBLE FOR CLEANING THE JOB SITE DURING AND AFTER CONSTRUCTION. A CONTINUING EFFORT SHALL BE MADE THROUGH THE DURATION OF THE CONTRACT TO KEEP ALL AREAS CLEAN AND FREE OF ALL RUBBISH, REMOVED VEGETATION, CONSTRUCTION WASTE, EMPLOYEE WASTE, AND OTHER OBJECTIONABLE MATERIALS GENERATED FROM THE PROJECT. WEEDS SHALL BE REMOVED IN DISTURBED AREAS PRIOR TO THEIR PRODUCING SEED AND PRIOR TO FINISHED GRADING AND/OR LANDSCAPING INSTALLATION. ALL MATERIALS AS PART OF THIS WORK SHALL BE DISPOSED OFF SITE IN AN ACCEPTABLE MANNER. FINAL CLEAN-UP MUST BE APPROVED AND ACCEPTED BY THE OWNER OR OWNER'S REPRESENTATIVE BEFORE THE CONTRACT MAY BE CONSIDERED COMPLETE. ·THE CONTRACTOR SHALL PROVIDE SUBMITTAL DATA SHOP DRAWINGS. SUBMITTALS SHALL BE PROVIDED FOR ALL MATERIALS HAVING QUALITY OR DIMENSION REQUIREMENTS. ·THE CONTRACTOR SHALL AT ALL TIMES OBSERVE AND COMPLY WITH ALL FEDERAL, STATE AND LOCAL LAWS, ORDINANCES AND REGULATIONS WHICH IN ANY MANNER AFFECT THE CONTRACT OR WORK AND SHALL INDEMNIFY AND SAVE HARMLESS THE OWNER AND THE OWNER'S AGENTS AGAINST ANY CLAIM ARISING FROM THE VIOLATIONS OF ANY SUCH LAWS, ORDINANCES AND REGULATIONS, WHETHER BY THE CONTRACTOR OR HIS EMPLOYEES. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO SUCH LAWS, ORDINANCES, RULES OR REGULATIONS, AND WITHOUT NOTICE TO THE LANDSCAPE ARCHITECT, HE SHALL BEAR ALL COSTS ARISING THEREFROM. ·IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE A SUFFICIENT NUMBER OF PRE-CONSTRUCTION PHOTOGRAPHS/VIDEOS TO RESOLVE ANY DISPUTES, WHICH MAY ARISE REGARDING THE CONDITIONS PRIOR TO AND SUBSEQUENT TO CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE COPIES OF THE PRE-CONSTRUCTION PHOTOGRAPHS/VIDEOS TO THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO THE START OF WORK. ANY POTENTIAL PROBLEMS SHOULD BE IDENTIFIED AT THAT TIME. ·PROGRESS AND RECORD PHOTOGRAPHS/VIDEOS SHALL BE PROVIDED BY THE CONTRACTOR AS APPROPRIATE TO RESOLVE ANY DISPUTES AND TO COMPLETELY DOCUMENT THE WORK PERFORMED AS A SUPPLEMENT TO THE RECORD DRAWINGS. IN GENERAL, ANY PHOTOGRAPHS/VIDEOS SHOULD BE SUFFICIENT TO SHOW THAT ALL WORK WAS PROPERLY COMPLETED IN ACCORDANCE WITH THE PLANS ·THE CONTRACTOR SHALL SAFEGUARD, UNTIL ALL WORK EMBRACED BY THIS CONTRACT IS FORMALLY ACCEPTED, ALL CONSTRUCTION, BOTH COMPLETE AND INCOMPLETE, AGAINST DAMAGE AND DESTRUCTION, AND SHOULD DAMAGE RESULT, HE WILL BE REQUIRED TO RECONSTRUCT OR REPAIR IT AT HIS EXPENSE IN A MANNER CONFORMING TO THE PLANS AND SPECIFICATIONS, RECONSTRUCTION SHALL BE IN A MANNER SUITABLE TO THE LANDSCAPE ARCHITECT. ·THE CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP AND LAYOUT DRAWINGS, PRODUCT DATA, SAMPLES, MATERIALS, MANUALS AND PLANS. APPROVAL BY THE CONTRACTOR DICTATES THAT HE HAS VERIFIED ALL MATERIALS, FIELD MEASUREMENTS WITH THOSE SHOWN ON THE DRAWINGS, AND SIMILAR ITEMS. APPROVAL ALSO INDICATES THAT THE CONTRACTOR HAS COORDINATED INFORMATION CONTAINED IN THE SUBMITTAL WITH WORK REQUIREMENTS OF ALL TRADES AND WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR'S SUBMISSIONS TO THE LANDSCAPE ARCHITECT SHALL BE TIMELY SO AS TO NOT DELAY THE WORK ·REVIEWED SUBMITTALS WILL BE RETURNED TO THE CONTRACTOR WITH THE LANDSCAPE ARCHITECT'S COMMENTS, IF ANY. THE LANDSCAPE ARCHITECT'S REVIEW IS FOR GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS ONLY AND ALL WORK IS STILL SUBJECT TO THE DETAILED REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE LANDSCAPE ARCHITECT'S REVIEW IS TO HELP THE CONTRACTOR FIND OR DISCOVER ERRORS AND OMISSIONS. THE LANDSCAPE ARCHITECT'S REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE OBLIGATION AND RESPONSIBILITY TO COORDINATE AND PLAN THE DETAILS OF THE WORK AND FULFILL THE INTENT AND PURPOSE OF THE CONTRACT. THE LANDSCAPE ARCHITECT'S REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR ACCURACY, PROPER FIT OR PROPER FUNCTIONING AND PERFORMANCE OF THE WORK. ·THE CONTRACT DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL ARRANGEMENT OF THE COMPLETE CONSTRUCTION WORK. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND SHALL INCLUDE ANY AND ALL WORK REQUIRED TO COMPLETE THE PROJECT. SHOULD THERE BE A NEED TO DEVIATE FROM THE CONTRACT DRAWINGS. THE CONTRACTOR SHALL SUBMIT WRITTEN DETAILS, COMPARISONS WITH THE CONTRACT REQUIREMENTS, REASONS FOR ALL CHANGES, AN EXPLANATIONS AS TO WHY THE PROPOSED CHANGE IS EQUAL OR BETTER THAN THE CONTRACT REQUIREMENT AND ANY REDUCTION OR INCREASE IN COST FOR THE CHANGE TO THE OWNER OR OWNER'S REPRESENTATIVE FOR APPROVAL BEFORE MAKING SUCH CHANGES. ALL EXTRA COSTS TO MAKE THE CHANGES SHALL BE BORNE BY THE CONTRACTOR. IN THE EVENT OF VARYING INTERPRETATIONS OF THE CONTRACT DOCUMENTS, THE LANDSCAPE ARCHITECT'S INTERPRETATION SHALL GOVERN GENERAL PLANTING NOTES: ·ALL INSTALLATION OF PLANT MATERIAL SHALL COMPLY WITH APPLICABLE JURISDICTIONAL CODES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS ASSOCIATED WITH HIS/HER WORK. ·THE WORK CONSISTS OF THE PROVISION OF ALL MATERIALS AND WORK AS CALLED FOR ON THE LANDSCAPE PLANS AND AS HEREIN SPECIFIED. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE FURNISHING OF ALL LABOR, EQUIPMENT, WATER, ELECTRICITY, EQUIPMENT AND ALL MATERIALS CALLED FOR AND IN PERFORMING ALL OPERATIONS IN CONNECTION WITH THE LANDSCAPE INSTALLATION. FURTHER, THE WORK SHALL INCLUDE MAINTAINING OF ALL PLANTS AND PLANTING AREAS UNTIL FINAL ACCEPTANCE BY THE OWNER OR OWNER'S REPRESENTATIVE AND FULFILLING ALL GUARANTEE PROVISIONS. THE LANDSCAPE CONTRACTOR SHALL ASSIGN A QUALIFIED PROJECT MANAGER AND FIELD SUPERVISOR TO WORK DIRECTLY WITH THE LANDSCAPE ARCHITECT AND SUPERVISE THE WORK AT ALL TIMES THROUGH FINAL ACCEPTANCE BY THE OWNER OR OWNER'S REPRESENTATIVE. ·THE CONTRACTOR SHALL REMOVE ALL BASE AND PAVEMENT MATERIALS AND OTHER CONSTRUCTION DEBRIS FROM LANDSCAPE AREAS AND GRADE THESE AREAS IN PREPARATION FOR LANDSCAPE WORK. ·PRIOR TO PLANTING INSTALLATION, THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY OF ALL THE SPECIFIED PLANT MATERIALS AND MAKE ARRANGEMENTS WITH THE LANDSCAPE ARCHITECT TO REVIEW AND MUTUALLY FIELD TAG AGREED UPON PLANT MATERIALS AT LEAST 2 WEEKS PRIOR TO PROCUREMENT AND DELIVERY TO THE JOB SITE. THE LANDSCAPE ARCHITECT MAY ALLOW SAMPLES OF SHRUBS AND GROUNDCOVER TO BE PROVIDED BY THE LANDSCAPE CONTRACTOR IN LIEU OF FIELD VISITS. ·ALL PLANT MATERIAL SHALL MEET OR EXCEED THE AMERICAN STANDARDS FOR NURSERY STOCK AS ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN AND APPROVED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE INC. ALL PLANT MATERIAL SIZES SPECIFIED ARE MINIMUM SIZES. ALL CONTAINER AND TREE CALIPER SIZES ARE MINIMUM. CONTAINER OR CALIPER SIZE MAY BE INCREASED IF NECESSARY TO PROVIDE OVERALL PLANT SIZE SPECIFIED. ·ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL AT THE JOB SITE BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. WHEN DELIVERED PLANT MATERIAL DOES NOT COMPLY WITH THE REQUIREMENTS, THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT SUCH PLANTS AND REQUIRE THE LANDSCAPE CONTRACTOR TO REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL REINSPECTED AND FOUND TO BE ACCEPTABLE. THE LANDSCAPE CONTRACTOR SHALL REMOVE REJECTED PLANTS AND MATERIALS FROM THE PLANTING SITE WITHIN 48 HOURS AND REPLACE WITH ACCEPTABLE MATERIALS. ·NO PLANT SUBSTITUTIONS WILL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT. IF SPECIFIED PLANT MATERIALS ARE NOT AVAILABLE, IDENTIFY THE EXTENT AND QUANTITY IN WRITING TOGETHER WITH A RECOMMENDED SUBSTITUTION THAT MEETS OR EXCEEDS THE INITIAL REQUIREMENT. ·THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EXISTING VEGETATION AS REQUIRED AND PREPARING PLANTING AREAS PRIOR TO INSTALLATION OF PLANT MATERIALS. ·THE LANDSCAPE CONTRACTOR SHALL TEST PROJECT SOILS TO VERIFY THAT THE SOILS ON-SITE ARE ACCEPTABLE FOR PROPER GROWTH OF PLANT MATERIALS AND ADEQUATE DRAINAGE IN PLANT BEDS AND PLANTERS. THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE LOCATION AND PROCUREMENT OF EXISTING ON-SITE SOIL SAMPLES WITH THE LANDSCAPE ARCHITECT. REPRESENTATIVE SAMPLES SHALL BE SUBMITTED TO A CERTIFIED TESTING LABORATORY FOR ANALYSIS. THE FINDINGS, TOGETHER WITH RECOMMENDATIONS FOR AMENDING THE SOILS SHALL BE REVIEWED AND APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO DELIVERY AND INSTALLATION OF PLANT MATERIALS AT THE JOB. ·THE LANDSCAPE CONTRACTOR SHALL ENSURE ADEQUATE VERTICAL DRAINAGE IN ALL PLANT BEDS AND PLANTERS. VERTICAL DRILLING THROUGH HARDPAN AND COMPACTED FILL SHALL BE ACCOMPLISHED TO ENSURE DRAINAGE. ·ALL PLANTING BEDS SHALL BE STAKED IN ACCORDANCE WITH THE PLANS AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL PROVIDE STAKES OR IRRIGATION FLAGS TO LOCATE THE EDGES OF ALL SHRUB AND GROUNDCOVER PLANT BEDS AND INDIVIDUAL TREES. THE CONTRACTOR SHALL FIELD STAKE THE LOCATION OF ALL PLANT BED OUTLINES AND INDIVIDUAL TREES AND OBTAIN THE LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO DELIVERY AND INSTALLATION OF THE PLANT MATERIAL. IF EXISTING CONDITIONS DO NOT ALLOW THE DESIGN TO BE LAID OUT AS SHOWN, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. ·THE PLANT QUANTITIES SHOWN ON THE SCHEDULE PLANT LIST ARE FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AND REPORTING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO CONTRACT AWARD AND COMMENCEMENT OF WORK. ·THE LANDSCAPE CONTRACTOR SHALL VERIFY THE EXTENT OF SEED WORK IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SEED IN THE AREAS SHOWN ON THE PLAN IN SUFFICIENT QUANTITY TO PROVIDE FULL COVERAGE. ADDITIONAL SEED REQUIRED WILL BE ADJUSTED BASED ON A SQUARE FOOTAGE UNIT PRICE. AREAS TO BE SEEDED SHALL BE AMENDED PER SOILS REPORT TO PROVIDE REQUIRED NUTRIENTS AND SOIL PH OF BETWEEN 6.0 AND 7.0. ·THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS, SPACED AS SPECIFIED ON THE PLANT LIST/SCHEDULE. WHEN INSTALLING SHRUBS IN PLANTING BEDS, SPACING OF MATERIAL SHALL TAKE PRECEDENCE OVER QUANTITY OF MATERIALS INDICATED FOR PLANTING AREAS. NOTIFY THE LANDSCAPE ARCHITECT IF SUCH SITUATIONS ARISE. SHRUB AND GROUNDCOVER SPACING IS GENERALLY INDICATED ON THE PLANT LIST FOR ALL `MASS PLANTINGS'. ACCENT SHRUBS AND TREES THAT ARE NOT PART OF MASS PLANTINGS SHALL BE SPACED AS SHOWN ON THE PLANS. ·THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY AND PLUMB CONDITION OF ALL INSTALLED PLANT MATERIALS AND REPLACING ANY DAMAGED PLANT MATERIAL. WITH PLANTS OF EQUAL KIND, SIZE AND CONDITION AT NO ADDITIONAL COST TO THE OWNER. NO CHAINS OR CABLES SHALL BE USED WHEN INSTALLING PLANT MATERIALS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT PLANTS AND TREES FROM FALLING OR BEING BLOWN OVER, AND TO REPLACE ALL PLANTS WHICH ARE DAMAGED DUE TO INADEQUATE GUYING OR STAKING, AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL REMOVE ALL STAKING MATERIALS AT THE END OF THE WARRANTY PERIOD AND DISPOSE OFFSITE. GENERAL GRADING NOTES ·THE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL EARTHWORK AND SITE GRADING NECESSARY TO ACHIEVE THE FINISHED GRADES NOTED ON THE GRADING PLANS ACCORDING TO THE CIVIL PLANS. ·NUMEROUS UNDERGROUND UTILITIES, CONDUIT, SLEEVES, DRAINAGE PIPES, ETC., HAVE BEEN PREVIOUSLY INSTALLED OR SCHEDULED FOR FUTURE INSTALLATION BY OTHERS. CONTRACTOR SHALL COORDINATE AND WORK CLOSELY WITH OTHER CONTRACTORS, TRADES, AND THE OWNER TO AVOID DAMAGE TO THESE UNDERGROUND AND AT GRADE ELEMENTS. ANY DAMAGES SHALL BE REPORTED IMMEDIATELY TO THE OWNER OR OWNER'S REPRESENTATIVE. ·FINISHED GRADE IN PLANTING BED AREAS SHALL BE 1" TO 2" BELOW THE FINISHED ELEVATIONS SHOWN FOR ALL HARDSCAPE SURFACES (SEE DETAILS FOR VARYING CONDITIONS). ·ALL UTILITIES, SLEEVES, MANHOLES, OUTFALL STRUCTURES, SWALES, AND OTHER STRUCTURES OR TOPOGRAPHICAL FEATURES SHALL BE FIELD STAKED AND VERIFIED PRIOR TO CONSTRUCTION. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY EXISTING UTILITY WHICH NEEDS TO BE RAISED TO MATCH FINISHED GRADES SHOWN IN THE DRAWINGS. ·ALL FILL REQUIRED SHALL BE CLEAN, WELL DRAINING SOIL. FILL SHALL BE CLEAN AND FREE OF ALL MATERIAL HARMFUL TO PLANT GROWTH AND DELETERIOUS MATERIAL SUCH AS ROCKS (LARGER THAN 2" DIA.), COMPACTED CLAY, ROAD BED OR SURFACING MATERIAL, MUCK, ROOTS, BRANCHES, ETC. ·ALL PAVEMENT AND LANDSCAPE AREAS OF THE PROJECT SHALL POSITIVELY DRAIN TO DRAINAGE STRUCTURES INDICATED ON THE SITE GRADING AND CIVIL ENGINEERING PLANS. ·THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION PROTECTION AND SLOPE STABILIZATION BY OWNER-APPROVED MEANS. ·CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY FENCES, BARRICADES, AND SEDIMENT CONTROL DEVICES AS WELL AS MAINTAIN AND REPAIR ANY DAMAGE WHICH MAY IMPEDE THEIR EFFECTIVENESS AND AS DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE. ·ANY LIMITS OF WORK ABUTTING JURISDICTIONAL BOUNDARIES OR EXISTING WATER BODIES SHALL BE VERIFIED IN THE FIELD AND APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE. ·THE CONTRACTOR SHALL CONTROL FUGITIVE DUST ORIGINATING ON THE PROJECT BY WATERING OR OTHER METHODS AS REQUIRED. ISSUE & REVISION DATES Plot Date: 09/21/21 Project #: 446 Drawn By:GT Checked By:GT HOA SET 09/21/2021 12 1 W E S T B L E E K E R AS P E N , C O , 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 12 2 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G G G G G G G G G G G G G G G G G |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | TV TV TV TV T V T V T V T V TV TV T V T V SL SL TV TV TV TV TV TV T V TV TV TV TV TV TV TV TV TVTVTVTV E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G E | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | SD SD SD SD SD SD SD SD SD S D S D SD SD SD SD SD SD S D SD SD WS WS WS WS WS WS WS WS E T 78 9 3 78 9 4 7 8 9 4 7894 7894 78 9 5 7895 78 9 3 7894 7895 78 9 5 DEMOLITION PLAN L.0.01 GENERAL DEMOLITION NOTES ·THE CONTRACTOR, PRIOR TO BEGINNING ANY UNDERGROUND EXCAVATION, DIGGING, BORING, PILE DRIVING, BLASTING, OR PLANTING, MUST FIRST OBTAIN AN EXCAVATION PERMIT. THE CONTRACTOR SHALL COMPLY WITH FL 77 153 REGARDING NOTIFICATION OF EXISTING GAS AND OIL PIPELINE COMPANY OWNERS AND SHALL NOTIFY "UNCLE" AT 1-800-432-4770 PRIOR TO EXCAVATION. EVIDENCE OF SUCH NOTICE SHALL BE FURNISHED TO THE OWNER PRIOR TO EXCAVATING. THE CONTRACTOR SHALL COORDINATE FULLY WITH THE OWNER'S REPRESENTATIVE FOR ALL EXCAVATION PERMITS AND NOTIFICATION NECESSARY PRIOR TO INITIATING ALL WORK. ·UTILITY LINES SHALL BE DEMOLISHED AND REMOVED OR LEFT IN PLACE AS REQUIRED BY THE APPLICABLE UTILITY COMPANY AND LOCAL REQUIREMENTS. ANY CONDUITS THAT ARE LEFT IN PLACE SHALL HAVE ENDS SECURELY CAPPED. ·THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS IS APPROXIMATE AND REFLECTS THE BEST AVAILABLE INFORMATION AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE LOCATION AND THE EXISTENCE OF ALL STRUCTURES AND UTILITIES SHOWN OR NOT ON THE PLANS. ·THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND UTILITIES. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER OR OWNER'S REPRESENTATIVE. ·TEMPORARY CONSTRUCTION FENCE(S) SHALL BE STAKED FOR LOCATION BEFORE CONSTRUCTION. A WALK-THROUGH BY THE CONTRACTOR AND OWNER SHALL BE CONDUCTED TO CONFIRM THE LOCATION. AN INSPECTION OF THIS TREE PROTECTION FENCING IS ALSO A REQUIREMENT OF THE ASPEN PARKS DEPARTMENT. CALL 970.920.5120 FOR AN INSPECTION APPOINTMENT. 0'5'10' SCALE: 1"=5' NORTH T H I S S H E E T C O N T A I N S L I N E S , S Y M B O L S , E T C T H A T A R E I N A C O L O R O T H E R T H A N B L A C K AND IS INTENDED TO BE VIEWED A N D P R I N T E D I N C O L O R V S B L A C K A N D W H I T E ISSUE & REVISION DATES Plot Date: 09/21/21 Project #: 446 Drawn By:GT Checked By:GT HOA SET 09/21/2021 12 1 W E S T B L E E K E R AS P E N , C O , 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 EXIST. ASPEN TREES ON NEIGHBORING PROPERTY EXISTING WOOD DECK & HOT TUB TO BE REMOVED TYP. PROPOSED TREE TO BE REMOVED - SEE L.0.02 CONCRETE WALKWAY TO BE REMOVED CONCRETE PATIO TO BE DEMOLISHED OUTLINE OF PROPOSED HOUSE OUTLINE OF PROPOSED HOUSE BASEMENT EXTENTS EXISTING WALKWAY ALIGNMENT TO REMAIN. EXIST. CONC. TO BE REMOVED AND REPLACED W/ GREY CONC. PER HPC GUIDELINES WINDOW WELL EXIST. SOD IN ROW TO REMAIN OR BE REPLACED IF DAMAGED CONCRETE IN COURTYARD TO BE DEMOLISHEDBOULDERS TO BE REMOVED UTILITY PEDESTALS TO BE RELOCATED - SEE CIVIL CONCRETE GARAGE APRON TO BE DEMOLISHED SCALLOPED FENCE TO REMAIN WROUGHT IRON FENCE TO REMAIN WOOD FENCE W/ BRICK COLUMNS TO REMAIN SCULPTURE TO BE REMOVED AND STORED BY OWNER SCULPTURE TO BE REMOVED AND STORED BY OWNER TRASH ENCLOSURE TO BE DEMOLISHED SECTION OF FENCE TO BE DEMOLISHED MAILBOX TO REMAIN LIGHT FIXTURE & POLE TO BE REMOVED AND FIXTURE REUSED EXIST. UTILITIES SEE CIVIL FOR DEMO. SCULPTURE TO BE REMOVED AND STORED BY OWNER UTILITY PEDESTALS TO BE RELOCATED - SEE CIVIL OUTLINE OF EXISTING HOUSE TYP. PATH LIGHT TO BE REMOVED TYP. TREE PROTECTION FENCING EXIST. SOD IN ROW TO REMAIN OR BE REPLACED IF DAMAGED EXIST. LILACS TO REMAIN ALL PERENNIALS IN R.O.W. TO REMAIN OR BE RELOCATED AND REPLANTED 12 3 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G G G G G G G G G G G G G G G G G G |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | TV TV TV TV T V T V T V T V TV TV TV TV SL SL TV TV TV TV TV TV T V TV TV TV TV TV TV TV TV TVTVTVTV E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G E | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | SD SD SD SD SD SD S D S D SD SD SD SD SD SD SD S D SD SD SD SD WS WS WS WS WS WS WS WS E T 78 9 4 7 8 9 4 7894 7894 78 9 5 7895 78 9 3 7894 7895 78 9 5 TREE REMOVAL MITIGATION + PROTECTION PLAN L.0.02 TREE REMOVAL + PROTECTION NOTES ·TREES MAY EXIST THAT ARE NOT SHOWN ON THE SURVEY. PROTECT ALL TREES TO THE FURTHEST EXTENT OF THE DRIP LINE WITHIN THE LIMIT OF WORK AT ALL TIMES PER THE SPECIFICATIONS. ·THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE PARKS DEPARTMENT TO INSPECT THE TREE PROTECTION FENCING PRIOR TO STARTING WORK. ·CONTACT THE CITY OF ASPEN PARKS DEPARTMENT TO REVIEW THE HEALTH AND WATERING SCHEDULE OF ALL TREES WITHIN THE LIMIT OF WORK PRIOR TO CONSTRUCTION. ·ALL TREES TO BE REMOVED ARE TO BE IDENTIFIED WITH ORANGE FLAGGING TAPE & REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL. ISSUE & REVISION DATES Plot Date: 09/21/21 Project #: 446 Drawn By:GT Checked By:GT HOA SET 09/21/2021 12 1 W E S T B L E E K E R AS P E N , C O , 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 0'5'10' SCALE: 1"=5' T H I S S H E E T C O N T A I N S L I N E S , S Y M B O L S , E T C T H A T A R E I N A C O L O R O T H E R T H A N B L A C K AND IS INTENDED TO BE VIEWED A N D P R I N T E D I N C O L O R V S B L A C K A N D W H I T E NORTH EXIST. ASPEN TREES ON NEIGHBORING PROPERTY TREE PROTECTION FENCING TREE PROTECTION ZONE TREE PROTECTION FENCING TREE PROTECTION ZONE 1 2 3 4 8 OUTLINE OF PROPOSED HOUSE PORCH 5 6 7 9 10 11 12 1314 15 16 17 18 PROTECT ROW OF LILACS TREE REMOVAL SCHEDULE 12 4 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G G G G G G G G G G G G G G G G G G G G G G G G G |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | TV TV TV TV T V T V T V T V TV TV TV TV TV SL SL TV TV TV TV TV TV T V TV TV TV TV TV TV TV TV TVTVTVTV E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G E | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | WS WS WS WS WS WS WS WS E T 78 9 4 78 9 4 7 8 9 4 7894 7894 78 9 5 7895 78 9 3 7894 7895 78 9 5 GE CU-1CU-2CU-3CU-4CU-5 OVERALL SITE PLAN L.0.03 ISSUE & REVISION DATES Plot Date: 09/21/21 Project #: 446 Drawn By:GT Checked By:GT HOA SET 09/21/2021 12 1 W E S T B L E E K E R AS P E N , C O , 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 0'5'10' SCALE: 1"=5' T H I S S H E E T C O N T A I N S L I N E S , S Y M B O L S , E T C T H A T A R E I N A C O L O R O T H E R T H A N B L A C K AND IS INTENDED TO BE VIEWED A N D P R I N T E D I N C O L O R V S B L A C K A N D W H I T E NORTH VEGETATED BUFFER TO REMAIN PROTECT ROW OF LILACSGRAVEL TO MATCH ALLEYWAY GRAVEL TO MATCH ALLEYWAY CONC. APRON PORCELAIN TILE TERRACE LIGHT WELL EXISTING FENCE TO REMAIN EXISTING FENCE TO REMAIN EXISTING WALKWAY ALIGNMENT TO REMAIN. EXIST. CONC. TO BE REMOVED AND REPLACED W/ GREY CONC. PER HPC GUIDELINES NEW DUMPSTER ENCLOSURE. 32 SF MAX, 5'-2" HEIGHT MAX TYP. HVAC UNITS SOD SOD LIGHT WELL 2' WIDE DECOMPOSED GRANITE PATHWAY NEW GATE TYP. PEBBLE DRY ZONE 12 5 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G G G G G G G G G G G G G |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||| | | | | | | | | | | | | | | | | | | | | | | | | | TV TV TV TV T V T V T V T V TV TV SL SL TV TV TV TV TV TV T V TV TV TV TV TV TV TV TV TVTVTVTV E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G E | | | | | | | | | | | | | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||| | | | | | | | | | | | | | | | | | | WS WS WS WS WS WS WS WS E T 78 9 4 7 8 9 4 7894 7894 78 9 5 78 9 3 7894 7895 GE CU-1CU-2CU-3CU-4CU-5 SS SS SS DN 121 STAIR / ELEVATOR MASTER HALLWAY U-206 ELEVATOR U-205 ORTAL (2 SIDED) BUILT IN FIREPLACE ROOF DECK-MASTER U-214 MASTER CLOSET A U-207 MASTER BEDROOM SUITE U-210 MASTER BATHROOM U-211 MASTER OFFICE U-209 M-212 TOILET M-213 WASH 20 T @ 1 1 " ( l a n d i n g s v . i . f . ) 21 R @ 6 - 3 / 4 " = 1 1 ' - 9 3 / 4 " 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.) STACKED W/D GE SNOWMELTED AREA TAKEOFF: 1,409 SF HOT TUB TAKEOFF: 51 SF SNOWMELT REMP SCHEDULE R.E.M.P / SNOWMELT PLAN L.0.04 ISSUE & REVISION DATES Plot Date: 09/21/21 Project #: 446 Drawn By:GT Checked By:GT HOA SET 09/21/2021 12 1 W E S T B L E E K E R AS P E N , C O , 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 0'5'10' SCALE: 1"=5' T H I S S H E E T C O N T A I N S L I N E S , S Y M B O L S , E T C T H A T A R E I N A C O L O R O T H E R T H A N B L A C K AND IS INTENDED TO BE VIEWED A N D P R I N T E D I N C O L O R V S B L A C K A N D W H I T E NORTH 478 sf 432 sf 54.72 sf 153.7 sf 290.3 sf PACKAGED HOT TUB SURFACE AREA: 51 SF 4'-0" MASTER BED TERRACE 12 6 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G G G G G G G G G G G G G |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | TV TV TV TV T V T V T V T V TV TV T V SL SL TV TV TV TV TV TV T V TV TV TV TV TV TV TV TV TVTVTVTV E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G E WS WS WS WS WS WS WS WS E T 78 9 4 7894 7894 78 9 5 7895 7 8 9 3 7894 7895 GE CU-1CU-2CU-3CU-4CU-5 DN 121 STAIR / ELEVATOR MASTER HALLWAY U-206 ELEVATOR U-205 ORTAL (2 SIDED) BUILT IN FIREPLACE ROOF DECK-MASTER U-214 MASTER CLOSET A U-207 MASTER BEDROOM SUITE U-210 MASTER BATHROOM U-211 MASTER OFFICE U-209 M-212 TOILET M-213 WASH 20 T @ 1 1 " ( l a n d i n g s v . i . f . ) 21 R @ 6 - 3 / 4 " = 1 1 ' - 9 3 / 4 " 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.) STACKED W/D GE SYMBOL DESCRIPTION QTY GREY CONCRETE 784 SF PORCELAIN TILE - ASHLAR PATTERN 909 SF DECORATIVE PEBBLE 320 SF GRAVEL TO MATCH ALLEYWAY 210 SF DECOMPOSED GRANITE 85 SF REFERENCE NOTES SCHEDULE MATERIALS PLAN L.2.00 ISSUE & REVISION DATES Plot Date: 09/21/21 Project #: 446 Drawn By:GT Checked By:GT HOA SET 09/21/2021 12 1 W E S T B L E E K E R AS P E N , C O , 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 0'5'10' SCALE: 1"=5' T H I S S H E E T C O N T A I N S L I N E S , S Y M B O L S , E T C T H A T A R E I N A C O L O R O T H E R T H A N B L A C K AND IS INTENDED TO BE VIEWED A N D P R I N T E D I N C O L O R V S B L A C K A N D W H I T E NORTH TYP. SAW CUT CONTROL JOINT GRAVEL TO MATCH ALLEYWAY PORCELAIN TILE TERRACE LIGHT WELL EXISTING FENCE TO REMAIN EXISTING WALKWAY ALIGNMENT TO REMAIN. EXIST. CONC. TO BE REMOVED AND REPLACED W/ GREY CONC. PER HPC GUIDELINES NEW DUMPSTER ENCLOSURE. 32 SF MAX, 5'-2" HEIGHT MAX TYP. HVAC UNITS LIGHT WELL 2' WIDE DECOMPOSED GRANITE PATHWAY TYP. PEBBLE DRY ZONE GRAVEL TO MATCH ALLEYWAY NEW GATE NEW FENCE SECTION @ EXIST. GATE TO MATCH EXISTING TYP. LIGHT - SEE LIGHTING PLAN TYP. LIGHT - SEE LIGHTING PLAN PORCELAIN TILE DECK BULLFROG M9 PACKAGED HOT TUB 38" H HANDRAIL X6 RISERS @ 6.33" MOSO FUSED BAMBOO WOOD SURROUND GLASS GUARDRAIL - 36" H ABOVE TOP OF HOT TUB EXISTING WROUGHT IRON FENCE & GATE TO REMAIN EXIST. MAILBOX TO REMAIN MASTER BED TERRACE 12 7 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G G G G G G G G G G G G G G G G G G ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | TV TV TV TV T V T V T V T V TV TV TV TV SL SL TV TV TV TV TV TV T V TV TV TV TV TV TV TV TV TVTVTVTV E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G E | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | WS WS WS WS WS WS WS WS WS E T 78 9 3 78 9 4 7 8 9 4 7894 7894 78 9 5 7895 78 9 3 7894 7895 78 9 5 GE CU-1CU-2CU-3CU-4CU-5 PLANTING + HYDROZONES PLAN L.3.00 ISSUE & REVISION DATES Plot Date: 09/21/21 Project #: 446 Drawn By:GT Checked By:GT HOA SET 09/21/2021 12 1 W E S T B L E E K E R AS P E N , C O , 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 0'5'10' SCALE: 1"=5' T H I S S H E E T C O N T A I N S L I N E S , S Y M B O L S , E T C T H A T A R E I N A C O L O R O T H E R T H A N B L A C K AND IS INTENDED TO BE VIEWED A N D P R I N T E D I N C O L O R V S B L A C K A N D W H I T E NORTH PROTECT ROW OF LILACS SOD SOD SOD SOD 12 8 DECIDUOUS TREE 4 ACER X FREEMANII / FREEMAN MAPLE MALUS X 'SPRING SNOW' / SPRING SNOW CRABAPPLE POPULUS TREMULOIDES 'NE ARB' TM / PRAIRIE GOLD QUAKING ASPEN ULMUS X 'PIONEER' / PIONEER ELM DECIDUOUS SHRUB 6 CORNUS STOLONIFERA 'SMNCSBD' TM / ARCTIC FIRE YELLOW DOGWOOD EVERGREEN SHRUB 6 JUNIPERUS SCOPULORUM 'SKYROCKET' / SKYROCKET JUNIPER SOD 1,067 SF - PERENNIAL BED EXISTING/PROPOSED 1,773 SF ALCHEMILLA MOLLIS / LADY'S MANTLE AQUILEGIA CHRYSANTHA 'YELLOW QUEEN' / YELLOW QUEEN GOLDEN COLUMBINE AQUILEGIA X 'CRIMSON STAR' / CRIMSON STAR COLUMBINE BRUNNERA MACROPHYLLA / SIBERIAN BUGLOSS BRUNNERA MACROPHYLLA 'ALEXANDER'S GREAT' / ALEXANDER'S GREAT SIBERIAN BUGLOSS CAMPANULA GLOMERATA 'SUPERBA' / SUPERBA CLUSTERED BELLFLOWER CAMPANULA PERSICIFOLIA 'ALBA' / WHITE PEACH-LEAF BELLFLOWER CERASTIUM TOMENTOSUM / SNOW IN SUMMER CLEMATIS FREMONTII / FREMONT'S CLEMATIS CROCOSMIA AUREA / GOLDEN CROCOSMIA DICENTRA SPECTABILIS / BLEEDING HEART GERANIUM X 'JOHNSON'S BLUE' / JOHNSON'S BLUE GERANIUM HEMEROCALLIS FULVA / ORANGE DAYLILY HOSTA X 'DEJA BLU' / DEJA BLU HOSTA LAMIUM MACULATUM 'PINK PEWTER' / PINK PEWTER DEAD NETTLE LAMIUM MACULATUM 'WHITE NANCY' / WHITE NANCY DEAD NETTLE MONARDA X 'KARDINAL' / KARDINAL BEE BALM PAEONIA X 'WHITE TOWERS' / WHITE TOWERS PEONY PAPAVER ORIENTALE / ORIENTAL POPPY PHLOX PANICULATA 'WHITE FLAME' / GARDEN PHLOX SALVIA NEMOROSA 'MAY NIGHT' / MAY NIGHT SAGE PERENNIAL BED NEW/SHADE 183 SF ARUNCUS X 'HORATIO' / HORATIO GOATSBEARD DRYOPTERIS AFFINIS 'CRISPA GRACILLIS' / MALE FERN DRYOPTERIS FILIX-MAS / MALE FERN FILIPENDULA VULGARIS / MEADOWSWEET GALIUM ODORATUM / SWEET WOODRUFF HOSTA FORTUNEI 'FRANCEE' / FORTUNE'S HOSTA HOSTA TARDIANA 'BLUE MOON' / PLANTAIN LILY HOSTA UNDULATA 'HALCYON' / VARIEGATED HOSTA HOSTA X TARDIANA 'HALCYON' / PLANTAIN LILY LYSIMACHIA NUMMULARIA / CREEPING JENNY MATTEUCCIA STRUTHIOPTERIS PENSYLVANICA / OSTRICH FERN CONCEPT PLANT SCHEDULE PLANT SCHEDULES NOTES + WATER BUDGET ANALYSIS L.3.01 PLANTING NOTES ·THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EXISTING VEGETATION AS REQUIRED AND PREPARING PLANTING AREAS PRIOR TO INSTALLATION OF PLANT MATERIALS. ·ALL PROPOSED TREES SHALL BE INSTALLED EITHER ENTIRELY IN OR ENTIRELY OUT OF PLANTING BEDS. PLANTING BED OUTLINES SHALL NOT BE OBSTRUCTED AND SHALL BE SMOOTH AND FLOWING. IF TREES ARE LOCATED OUTSIDE PLANTING BEDS IN SOD AREAS, MAINTAIN A MINIMUM 3' WIDE OFFSET TO ALLOW FOR MOWERS TO MANEUVER. ·THE PLANT QUANTITIES SHOWN ON THE LANDSCAPE CONTRACT DOCUMENTS ARE FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AND REPORTING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO CONTRACT AWARD AND COMMENCEMENT OF WORK. ·THE LANDSCAPE CONTRACTOR SHALL VERIFY THE EXTENT OF SOD WORK IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING GRASS SOD IN THE AREAS SHOWN ON THE PLAN IN SUFFICIENT QUANTITY TO PROVIDE FULL COVERAGE. ADDITIONAL SOD REQUIRED WILL BE ADJUSTED BASED ON A SQUARE FOOTAGE UNIT PRICE. ·ALL PLANTING BEDS SHALL BE TOP-DRESSED WITH MULCH AS SPECIFIED AT A RATE OF ONE (1) CUBIC YARD PER EIGHTY (80) SQUARE FEET AT A DEPTH APPROPRIATE TO EACH SPECIES. ALL TREES SHALL HAVE AT LEAST A FOUR INCH (4") THICK MULCH RING PLACED AROUND THE BASE OF THE TRUNK. MULCH SHALL BE APPLIED TO THE SOIL SURFACE, NOT AGAINST THE PLANT STEM OR HIGH AGAINST THE BASE OF THE TRUNKS TO MINIMIZE DISEASE. THE LANDSCAPE SCOPE OF WORK INCLUDES MULCHING AS AN INTEGRAL PART THE PROJECT AND NOT AS A SEPARATE COST OR WORKS ITEM. ·ALL PLANT MATERIALS SHALL RECEIVE ADEQUATE WATERING BY THE LANDSCAPE CONTRACTOR AS REQUIRED UNTIL THE LANDSCAPE IRRIGATION SYSTEM IS FULLY OPERATIONAL AND UNTIL FINAL ACCEPTANCE BY OWNER OR THE OWNER'S REPRESENTATIVE. ·NO TREES SHALL BE PLANTED WITHIN DESIGNATED UTILITY CORRIDORS, PUBLIC RIGHT OF WAY (WITHOUT RIGHT OF WAY UTILIZATION PERMIT). FIELD ADJUST AS NECESSARY AND REVIEW ADJUSTMENTS WITH THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ·ALL DECIDUOUS TREES < 2" IN CAL DO NOT NEED TO BE STAKED UNLESS THE DRAWINGS INFORM OTHERWISE. ·ALL BURLAP, ROPE AND WIRE IS TO BE REMOVED FROM ALL B&B STOCK PRIOR TO BACKFILLING. NO EXCEPTIONS. ·REFERENCE GENERAL PLANTING NOTES ON OR AFTER THE COVER PAGE OF THIS SET SEEDING NOTES ·ALL SEED MUST BE CERTIFIED WEED FREE. NO SEED CAN CONTAIN ANY SPECIES ON THE COUNTY OR STATE NOXIOUS WEED LISTS ·A VIABLE SEEDBED MUST BE PREPARED BY EITHER DISKING OR HAND RAKING. ·A SEED DRILL SHOULD BE USED ON SLOPES THAT ARE LESS THAN 2:1, AND THE DRILL TUBE SPACING SHOULD BE 6-7 INCHES SEED INTO THE SOIL. ·SEEDING RATE: IF A SEED DRILL IS TO BE USED, 6-10 PLS PER ACRE. IF BROADCAST, 8-12 PLS PER ACRE. ·ON SLOPES THAT ARE GREATER THAN 2:1 WHERE DRILLING THE SEED IS NOT PRACTICAL, HAND RAKING IS REQUIRED TO INCORPORATE THE SEED ONTO THE SOIL. ·A PLANTAGO-BASED TACKIFIER OR SIMILAR APPROVED PRODUCT MUST BE APPLIED ON ALL MULCH AT A RATE OF 150 LBS/AC TO PREVENT WIND FROM BLOWING STRAW OFF THE REVEGETATED AREAS. ·THE SITE MUST BE MULCHED WITH WEED-FREE MULCH AFTER PLANTING. MULCH SHOULD BE APPLIED AT THE RATE OF 2 TONS PER ACRE. ·SEED INSPECTION AND VERIFICATION IS TO BE PROVIDED BEFORE ACCEPTANCE INCLUDING: BLUE TAGGED SEED, STATE OF CO CERTIFICATION, PURE LIVE SEED (PLS) CERTIFICATION SEED VARIETY, PERCENTAGE OF WEIGHT, NOXIOUS VEGETATION FREE CERTIFICATION. WEED-FREE STRAW MULCH INSPECTION AND VERIFICATION OF CERTIFICATION IS TO BE PROVIDED BEFORE ACCEPTANCE INCLUDING MEETING MINIMUM STANDARDS PROVIDED BY THE NORTH AMERICAN INVASIVE SPECIES MANAGEMENT ASSOCIATION (NAISMA). ·ONCE FINAL GRADING OF ANY AREA IS COMPLETED, BARE SOIL SHALL NOT BE LEFT WITHOUT SEED COVERAGE BEYOND THE FIRST CONSISTENT RAINS OF THE SPRING SEASON. WEEDS WILL OTHERWISE ESTABLISH IN THE SOIL PROFILE AND ARE DIFFICULT TO MITIGATE WHEN ESTABLISHING GRASSES. IF RESEEDING OPERATIONS ARE TO OCCUR DURING THE GROWING SEASON, ALL SEEDING SHALL OCCUR WITHIN 48 HOURS OF FINAL GRADING AND WEED REMOVAL TO AVOID WEED ESTABLISHMENT. MITIGATION AND REMOVAL OF ANY WEEDS THAT HAVE ESTABLISHED IN GRASS AREAS IS REQUIRED PRIOR TO SEEDING. OPTIMAL SEEDING WINDOWS DIFFER AND ARE BASED ON ELEVATION AND PRECIPITATION. PREFERRED SEEDING WINDOWS ARE IN THE SPRING AFTER SNOWMELT BUT BEFORE POST-RAIN WARMING AND IN THE AUTUMN BEFORE THE FIRST SIGNIFICANT SNOWFALL. ·PREPARE FOR SEED APPLICATION BY TILLING THE NATIVE TOPSOIL TO MATCH DEPTHS OF ADJACENT AREAS, UP TO 2". TILLING AND SEEDING SHOULD BE PERFORMED ALONG CONTOURS (VERSUS UP AND DOWN SLOPE) TO HELP MINIMIZE EROSION. ·APPLY NATIVE SEED TO LIMITS OF DISTURBANCE (SEE PLANT LIST FOR SEED MIX). SEEDING SHALL BE ACCOMPLISHED BY HAND OR MECHANICAL BROADCASTING AT A RATE OF 25 LBS/ACRE. CONTRACTOR TO SOW THE SEED MIXTURES IN TWO EQUAL QUANTITIES. THE FIRST QUANTITY OF SEED IN ONE DIRECTION AND THE OTHER EQUAL QUANTITY IN THE OTHER DIRECTION AT A RIGHT ANGLE TO THE FIRST APPLICATION. AFTER SPREADING, SEED SHALL BE RAKED LIGHTLY TO COVER NO DEEPER THAN 1/4". ·MAT FIBER (MAT, INC.) HYDRO-MULCH WILL BE EVENLY APPLIED AND INSPECTED FOR PROPER COVERAGE OF THE SEEDED ZONES. MULCH SHOULD INCLUDE R-TACK (RANTEC CORP.) PLANTAGO BASED TACKIFIER AT MANUFACTURER'S RECOMMENDED APPLICATION RATE. ·IMMEDIATELY FOLLOWING SEEDING OPERATIONS OF SPECIFIC ZONES, THE AREAS SHALL BE PROTECTED FROM TRAFFIC OR OTHER ACTIVITIES. ·ALL AREAS IDENTIFIED AS RESTORATION SEEDING ZONES WILL BE INSPECTED CONTINUOUSLY THROUGHOUT ALL PHASES OF THE PROJECT. ANY AREAS WHICH FAIL TO GERMINATE OR ESTABLISH THEMSELVES IN THE 85% PURE LIVE VEGETATION COVER STANDARD SHALL BE RE-SEEDED UNTIL THE COVERAGE MEETS THIS STANDARD. ·NOXIOUS VEGETATION SHALL BE CONTROLLED THROUGHOUT THE SEEDING AREAS UNTIL 85% PURE LIVE VEGETATION COVER STANDARD IS MET. NOXIOUS VEGETATION SHALL BE CONTROLLED BY MECHANICAL MEANS ONLY AND NOT BY CHEMICAL MEANS. ·IN ORDER TO ENCOURAGE IMMEDIATE GERMINATION AND ESTABLISHMENT, THE SEEDED ZONES ARE TO BE PROVIDED FULL IRRIGATION TOTALING THE EQUIVALENT OF ONE INCH OF WATER/ WEEK APPLIED UNIFORMLY AND SATURATED TO A DEPTH OF THREE INCHES. THE IRRIGATION SCHEDULE IS TO BE MODIFIED BASED ON OBSERVATIONS OF ACTUAL GERMINATION RATE AND ESTABLISHMENT AND BY THE OVERALL WATER MANAGEMENT PLAN. GENERAL SOIL AMENDMENT AND PREPARATION NOTES ·TOPSOIL OF IRRIGATED GRASSES (INCLUDING TURF), SHRUBS, AND PERENNIALS SHALL BE A SANDY LOAM TO A DEPTH OF AT LEAST 6 INCHES (6") CONTAINING AT LEAST 5 PERCENT (5%) ORGANIC MATTER BY VOLUME. ·TREE SOIL SHOULD HAVE A MINIMUM DEPTH OF 3 FEET (3'). BOTH TOPSOIL AND SUBSOIL LAYERS SHALL BE SANDY LOAM. THE TOP SOIL SHALL BE AT LEAST 6 INCHES (6") AND HAVE 5 PERCEPT (5%) ORGANIC MATTER BY WEIGHT AND SUBSOIL SHALL HAVE AT LEAST ONE TO THREE PERCENT (1-3%) ORGANIC MATTER BY WEIGHT. ·A MINIMUM OF FOUR (4) CUBIC YARDS OF ORGANIC MATTER SOIL AMENDMENT PER ONE THOUSAND SQUARE FEET OF LANDSCAPED AREA SHALL BE REQUIRED AS NECESSARY TO MEET THE 5 PERCENT (5%) ORGANIC MATTER SPECIFICATION. ·SOIL AMENDMENT ORGANIC MATTER SHALL CONSIST OF EITHER CLASS I AND CLASS II COMPOST. ·AMENDMENT SHALL BE TILLED TO A MINIMUM DEPTH OF SIX INCHES (6”). ·SITE SHALL BE GRADED TO WITHIN TWO-TENTHS OF A FOOT (2/10THS) OF THE GRADING PLAN. ·SITE SHALL BE FREE OF ROCKS AND DEBRIS OVER ONE INCH (1”) DIAMETER IN SIZE. ROCKS AND DEBRIS 0.5 INCH (0.5”) TO ONE INCH (1”) SHALL NOT EXCEED 5 PERCENT (5%) BY VOLUME AND GRAVEL 0.6 INCH (0.6”) TO 1.25 INCHES (1.25”) SHALL NOT EXCEED 5 PERCENT (5%) BY VOLUME. PARTICLES SUCH AS CONCRETE, BRICK, GLASS, METAL, WOOD OR PLASTIC GREATER THAN ONE INCH (1”) SHALL NOT BE ALLOWED. THE TOTAL VOLUME OF THESE MATERIALS SMALLER THAN ONE INCH (1”) SHALL NOT EXCEED 5 PERCENT (5%). ·SITE SHALL BE FREE OF DIRT CLODS OVER THREE-QUARTER INCH (3/4”) DIAMETER IN SIZE. DRYLAND SEED AREAS MAY CONTAIN DIRT CLODS UP TO TWO INCH (2”) DIAMETER IN SIZE. ·STRIPPING AND STOCKPILING OF INDIGENOUS SOIL (TOPSOIL) SHALL BE REQUIRED DURING CONSTRUCTION (EXCEPT AS WAIVED BY THE CITY OF ASPEN). THE REPLACEMENT OF THIS SOIL, PLUS ADDITIONAL SOIL AMENDMENTS, ARE CRITICAL TO SUCCESSFUL PLANT MATERIAL ESTABLISHMENT, ONGOING HEALTH, AND EFFICIENT USE OF WATER THROUGH THE LIFE OF THE PROJECT. ·THE SOIL SHALL HAVE NO HERBICIDES, HEAVY METALS, BIOLOGICAL TOXINS OR HYDROCARBONS THAT IMPACT PLANT GROWTH OR EXCEED THE EPA’S STANDARDS FOR SOIL CONTAMINANTS. T H I S S H E E T C O N T A I N S L I N E S , S Y M B O L S , E T C T H A T A R E I N A C O L O R O T H E R T H A N B L A C K AND IS INTENDED TO BE VIEWED A N D P R I N T E D I N C O L O R V S B L A C K A N D W H I T E ISSUE & REVISION DATES Plot Date: 09/21/21 Project #: 446 Drawn By:GT Checked By:GT HOA SET 09/21/2021 12 1 W E S T B L E E K E R AS P E N , C O , 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 12 9 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G G G G G G G G G G G G G |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | TV TV TV TV T V T V T V T V TV TV T V SL SL TV TV TV TV TV TV T V TV TV TV TV TV TV TV TV TVTVTVTV E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G E WS WS WS WS WS WS WS WS E T 78 9 4 7894 7894 78 9 5 7895 7 8 9 3 7894 7895 GE CU-1CU-2CU-3CU-4CU-5 DN 121 STAIR / ELEVATOR MASTER HALLWAY U-206 ELEVATOR U-205 ORTAL (2 SIDED) BUILT IN FIREPLACE ROOF DECK-MASTER U-214 MASTER CLOSET A U-207 MASTER BEDROOM SUITE U-210 MASTER BATHROOM U-211 MASTER OFFICE U-209 M-212 TOILET M-213 WASH 20 T @ 1 1 " ( l a n d i n g s v . i . f . ) 21 R @ 6 - 3 / 4 " = 1 1 ' - 9 3 / 4 " 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.) STACKED W/D GE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY EXTERIOR RATED 2 GANG RECEPTACLE 5 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY FX LUMINAIRE SL-BV 3 DIE-CAST ALUMINUM WALL LIGHT WITH POWDER COATED FINISH. 3.2" W X 4.9" H. Order code: SL-BV, Aluminum, (FB) Flat Black, Direct Mount Lamp: SL-1LED, 2W|2.4VA, 2700K, Beamspread: Flood FX LUMINAIRE SD - BLACK 1 DIE-CAST ALUMINUM DOWNLIGHT. 7.1" H X 3.0" DIA. Order code: SD, Aluminum, (FB) Flat Black, Direct Mount Lamp: SD-3LED, 4.2W|4.5VA, 2700K, Beamspread: Spot FX LUMINAIRE SD - WHITE 5 DIE-CAST ALUMINUM DOWNLIGHT. 7.1" H X 3.0" DIA. Order code: SD, Aluminum, (WG) White Gloss, Direct Mount Lamp: SD-3LED, 4.2W|4.5VA, 2700K, Beamspread: Spot FX LUMINAIRE RC 3 DIE-CAST ALUMINUM CYLINDRICAL, TOP MOUNTED, RECESSED DOWN LIGHT. 3.5" H X 5.5" DIA. Order code: RC, Aluminum, (WG) White Gloss, 4" Recessed Downlight Hou Lamp: RC-1LED, 2W|2.4VA, 2700K, Beamspread: Spot LIGHTING SCHEDULE LIGHTING PLAN LIGHT.1.0 GENERAL SITE LIGHTING NOTES ·ALL LIGHTING SHALL BE INSTALLED BY A LICENSED ELECTRICAN(S) IN CONFORMANCE WITH ALL APPLICABLE REGULATORY CODES. THE CONTRACTOR AND/OR ELECTRICIAN SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO INSTALLATION. ·THE CONTRACTOR AND/OR ELECTRICIAN SHALL PROVIDE SUBMITTALS OF ALL FIXTURES FOR APPROVAL PRIOR TO INSTALLATION. ·ALL LIGHTING SHALL BE PROVIDED AS IDENTIFIED ON THE DRAWINGS AND/OR IN THE SPECIFICATIONS. NO SUBSTITUTIONS IN FIXTURES OR MANUFACTURER SHALL BE PERMITTED WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT AND OWNER. ·THE CONTRACTOR SHALL FIELD STAKE THE LOCATION OF ALL SPECIFIED FREESTANDING LIGHTING UNITS SHOWN ON THE PLAN. ·THE CONTRACTOR SHALL INSTALL ALL LIGHT FIXTURES PER THE MANUFACTURER'S RECOMMENDATIONS. ISSUE & REVISION DATES Plot Date: 09/21/21 Project #: 446 Drawn By:GT Checked By:GT HOA SET 09/21/2021 12 1 W E S T B L E E K E R AS P E N , C O , 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 0'5'10' SCALE: 1"=5' T H I S S H E E T C O N T A I N S L I N E S , S Y M B O L S , E T C T H A T A R E I N A C O L O R O T H E R T H A N B L A C K AND IS INTENDED TO BE VIEWED A N D P R I N T E D I N C O L O R V S B L A C K A N D W H I T E NORTH 13 0 The RC is a cylindrical, top-mounted, recessed down light that enhances architectural features such as stonework, brick, and siding. Quick Facts ■Die-cast aluminum ■Two-layer marine-grade anod- ization and powder coat finish ■Cree® integrated LEDs ■Fits standard 4" housings ■Color temperature filters ■Compatible with Luxor® technology ■Phase and PWM dimmable ■Input voltage: 10-15V 3 . 5 " / 8 . 9 c m 5.5"/14.0 cm RC DESIGNER PLUS PROJECT CATALOG # TYPE NOTES LANDSCAPE LIGHTING Down Lights 131 1LED 3LED 6LED 9LED ZDC Total Lumens†85 261 413 722 178 Input Voltage 10 to 15V 10 to 15V 10 to 15V 10 to 15V 11 to 15V Input Power (W)2.0 4.2 7.8 11.2 5.3 VA 2.4 4.5 9.2 13.5 5.7 Efficacy (Lumens/Watt)42 64 53 62 34 Color Rendering Index (CRI)83 82 80 80 80 Center Beam Candlepower*454 1,045 2,438 8,294 205 Dimming PWM, Phase**PWM, Phase**PWM, Phase**PWM, Phase**PWM, Phase** RGBW Available No No No No Yes Luxor Compatibility Default Zoning Zoning Zoning Zoning -- ZD Option Zoning/Dimming Zoning/Dimming Zoning/Dimming Zoning/Dimming -- ZDC Option --------Zoning/Dimming/ Color Minimum Rated Life (L70)50,000 Hrs 50,000 Hrs 50,000 Hrs 50,000 Hrs 50,000 Hrs * Information not available for Flood or Wide Flood. ** For optimal performance, use a trailing-edge, phase-cut dimmer. †Measured using the 3,900K CCT lens. Multipliers for other CCTs include 0.80 (2,700K), 0.65 (4,500K), and 0.65 (5,200K). FX Luminaire FX Luminaire is an industry leading man- ufacturer of landscape and architectural lighting products with a focus on the advancement of LED technology and digital lighting control with zoning, dimming, and color adjustment capabilities. We offer a full spectrum of highly efficient lighting fixtures that can be utilized to create elegant, cutting-edge landscape lighting systems for commer- cial or residential applications. Our products are available exclusively via our extensive professional distributor network. Materials Die-cast A380 aluminum body and shroud with stainless steel setscrews, mounting brackets, and fasteners. Lamp Integrated module with Cree LEDs. Gold- plated connectors and conformal coating for maximum reliability and corrosion resistance. Proprietary on-board intelligent driver uses firmware- controlled temperature regulation, maximizing LED life. Field upgradeable and replaceable, the LEDs are rated to 50,000 hrs. Maximum drive current: 1 A. Optics Polycarbonate color temperature adjustment lenses included with luminaire: 2,700K (preinstalled), 3,900K (no lens) 4,500K, and 5,200K. Interchangeable optics for 10°, 20°, 30°-32°, or 55-58° distributions ordered preassembled to luminaire. Color temperature and beam angle lenses field serviceable. For additional color filters, spread lenses, hex baffles, etc., use MR- 16 sized accessories (MR-16: 1.95"/49.5 mm dia. x 1.1 mm thickness). Beam angle is calculated using LM-79 method for SSL luminaires. Socket Socket contains MoistureBlock™ technology, preventing moisture from wicking up into sealed areas of the luminaire. Wiring 18 AWG SPT-1W 105°C 300V; 6" length. Power Input 10-15VAC/VDC 50/60Hz. Remote transformer required (specify separately). Housing Die-cast A380 aluminum body with capacity for 1LED, 3LED, 6LED, 9LED, or ZDC integrated LEDs. Faceplate Die-cast A380 aluminum shroud. Lens Tempered glass lens with shock resistance and high tolerance for thermal expansion and stress. Finish Two-layer protection of sulfuric acid anodization and polyester TGIC powder coat, providing superior outdoor weathering in all conditions. Tested to ASTM standards. Hardware Stainless steel machine screws. Ambient Operating Temperature 40°F to 140°F (-40°C to 60°C) Control Luxor ZD or Luxor ZDC utilizes Luxor technology to zone luminaires in up to 250 groups, dim each group in 1% increments between 0 and 100%, or change to one of 30,000 colors with RGBW LEDs. Weight 1.2 lbs. Sustainability Innovation meets conservation in the design and manufacturing of our products. Where we can, we use recycled materials while maintaining the superior functionality. Our LED products provide high-quality light at optimal energy efficiency, lifespan, and durability. Installation Requirements Designed for installation in the downward lighting direction only. Warranty 5-year limited warranty Listings E495051 E495444 UL 1598 UL 1598C UL 2108 UL 8750 | Learn more. Visit: fxl.com | 760.744.5240 RC Down Light SPECIFICATIONS 132 Fixture Luxor Option Output Finish RC ■[default] Zone ■1LED 85 Lumens ■BZ Bronze Metallic ■DG Desert Granite ■ZD Zone/Dim ■3LED 261 Lumens ■SV Silver ■WI Weathered Iron ■6LED 413 Lumens ■FB Black ■SB Sedona Brown ■9LED 722 Lumens ■FW Flat White ■WG White Gloss ■ZDC Zone/Dim/Color ■[default ZDC option] 178 Lumens EXAMPLE FIXTURE CONFIGURATION: RC–ZD–6LED–WG ACCESSORIES: Specify Separately Name Catalog No. ■4" RECESSED DOWN LIGHT HOUSING Ships in quantities of six CANR4RICAT ■STEP-DOWN TRANSFORMER (12V), UNIVERSAL INPUT VOLTAGE (120V-233V) ST-UV RC --- LENS ACCESSORIES: Specify Separately Item Code n HEX BAFFLE MR-16 Size 250015260000 n SOLITE SPREAD LENS MR-16 Size 250015240000 n FLOOD LENS 30°X-LEDFLLENS* n WIDE FLOOD LENS 60°X-LEDWFLLENS* **X = number of LEDs LANDSCAPE LIGHTING RC Down Light ORDERING INFORMATION 133 Vertical Spread: 16.3º RC 1LED ILLUMINANCE AT A DISTANCE 2.0 4.0 6.0 8.0 10.0 12.0 114 fc 28.4 fc 12.6 fc 7.1 fc 4.5 fc 3.2 fc 0.6 1.1 1.7 2.3 2.9 3.4 Center Beam Beam Width Vertical Spread: 15.6º RC 6LED ILLUMINANCE AT A DISTANCE 1.7 3.3 5.0 6.7 8.3 10.0 844 fc 224 fc 97.5 fc 54.3 fc 35.4 fc 24.4 fc 0.5 0.9 1.4 1.8 2.3 2.7 Center Beam Beam Width Vertical Spread: 11.4º RC 9LED ILLUMINANCE AT A DISTANCE 1.7 3.3 5.0 6.7 8.3 10.0 2,870 fc 762 fc 332 fc 185 fc 120 fc 82.9 fc 0.3 0.7 1.0 1.3 1.7 2.0 Center Beam Beam Width Vertical Spread: 18.4º RC 3LED ILLUMINANCE AT A DISTANCE 1.7 3.3 5.0 6.7 8.3 10.0 362 fc 96.0 fc 41.8 fc 23.3 fc 15.2 fc 10.5 fc 0.6 1.1 1.6 2.2 2.7 3.2 Center Beam Beam Width | Learn more. Visit: fxl.com | 760.744.5240 RC Down Light PHOTOMETRICS NOTE Photometric data displayed using 3,900K filter with 20⁰ spot lens. ZDC option defaults to wide flood. FX-235 B RC US 4/18 134 PROJECT CATALOG # TYPE NOTES LANDSCAPE LIGHTING LED Down Lights 7. 1 " ( 1 8 0 m m ) 3.0" (76 mm) Quick Facts ■Die-cast aluminum ■Two-layer marine-grade anodization and powder coat finish ■Cree® integrated LEDs ■Color temperature filters ■Compatible with Luxor® technology ■Phase and PWM dimmable ■Input voltage: 10–15 V ■Tamper-resistant features 4.0" (102 mm) 3.0 5.3 E0000 AAA 7/22/2012 REV ECO REVISION DESCRIPTION DRFT DATE A B C D 4 3 2 1 DIMENSIONAL TOLERANCES: REL. DATE: TITLE: COLOR: MATERIALSPEC: SCALE: DRAWING NO.REV. PRINT DATE: UNLESS OTHERWISE SPECIFIED: SURFACE FINISH: ALL DIMENSIONS ARE IN INCHES DO NOT SCALE DRAWING 1:2 sDelta8, ASSEMBLYAZ 21110574XXXX B1+ N/A ANGLES:±1° Hunter IndustriesEngineering1940 Diamond St.San Marcos, CA 92078 C D A B 4 3 2 1 SHEET 1 OF 1 .XX = ±.01 .XXX = ±.005 .XXXX = ±.0005THIRD ANGLE PROJ. CSIZE: 8/27/2018 DRAWNBY: PRODUCT: MATERIAL: sDelta8 N/A THIS DRAWING/DOCUMENT CONTAINS TRADE SECRET INFORMATION OF HUNTER INDUSTRIES, INC. USE, PUBLICATION, AND/OR DISCLOSURE OF THIS INFORMATION TO THIRD PARTIES ARE ALL PROHIBITED EXCEPT AS EXPRESSLY AUTHORIZED IN ADVANCE BY HUNTER. NO PATENT LICENSE IS GRANTED TO ANY INVENTIONS DESCRIBED AND/OR ILLUSTRATED HEREIN. ©COPYRIGHT HUNTER INDUSTRIES, INC. CONFIDENTIAL AND PROPRIETARY C1 FORMAT REVISION 11/20/2017 DENOTES FUNCTIONALLY CRITICAL POINTS DENOTES CRITICAL INSPECTION POINTS 3.0 5.3 E0000 AAA 7/22/2012 REV ECO REVISION DESCRIPTION DRFT DATE A B C D 4 3 2 1 DIMENSIONAL TOLERANCES: REL. DATE: TITLE: COLOR: MATERIALSPEC: SCALE: DRAWING NO.REV. PRINT DATE: UNLESS OTHERWISE SPECIFIED: SURFACE FINISH: ALL DIMENSIONS ARE IN INCHES DO NOT SCALE DRAWING 1:2 sDelta8, ASSEMBLYAZ 21110574XXXX B1+ N/A ANGLES:±1° Hunter IndustriesEngineering1940 Diamond St.San Marcos, CA 92078 C D A B 4 3 2 1 SHEET 1 OF 1 .XX = ±.01 .XXX = ±.005 .XXXX = ±.0005THIRD ANGLE PROJ. CSIZE: 8/27/2018 DRAWN BY: PRODUCT: MATERIAL: sDelta8 N/A THIS DRAWING/DOCUMENT CONTAINS TRADE SECRET INFORMATION OF HUNTER INDUSTRIES, INC. USE, PUBLICATION, AND/OR DISCLOSURE OF THIS INFORMATION TO THIRD PARTIES ARE ALL PROHIBITED EXCEPT AS EXPRESSLY AUTHORIZED IN ADVANCE BY HUNTER. NO PATENT LICENSE IS GRANTED TO ANY INVENTIONS DESCRIBED AND/OR ILLUSTRATED HEREIN. ©COPYRIGHT HUNTER INDUSTRIES, INC. CONFIDENTIAL AND PROPRIETARY C1 FORMAT REVISION 11/20/2017 DENOTES FUNCTIONALLY CRITICAL POINTS DENOTES CRITICAL INSPECTION POINTS 4. 8 " ( 1 2 2 m m ) 5.3" (135 mm) The simple cylindrical drum design of the SD wall light complements a range of applications. The fixture is offered in 3, 6, and 9LED. A ZDC option is also available. SD Down Light DESIGNER PLUS 135 | Learn more. Visit: fxl.com | +1 760.744.5240 Output 3LED 6LED 9LED ZDC Total Lumens†202 367 398 174 Input Voltage 10 to 15V 10 to 15V 10 to 15V 11 to 15V Input Power (W)4.2 8.2 10.0 9.1 VA 4.5 9.7 10.7 11.0 Efficacy (Lumens/Watt)52 44 47 33 Color Rendering Index (CRI)80+80+80+80+ Center Beam Candlepower* Spot (17-20)975 2,022 2,276 198 Dimming PWM, Phase**PWM, Phase**PWM, Phase**-- RGBW Available No No No Yes Luxor Compatibility Default Zoning Zoning Zoning -- ZD Option Zoning/Dimming Zoning/Dimming Zoning/Dimming -- ZDC Option ------Zoning/Dimming/ Color Minimum Rated Life (L90)55,000 Hrs 55,000 Hrs 55,000 Hrs 55,000 Hrs FX Luminaire FX Luminaire is an industry- leading manufacturer of landscape and architectural lighting products with a focus on the advancement of LED technology and digital lighting control with zoning, dimming, and color adjustment capabilities. We offer a full spectrum of highly efficient lighting fixtures that can be utilized to create elegant, cutting- edge landscape lighting systems for commercial or residential applications. Our products are available exclusively via our extensive professional distributor network. Materials Die-cast A380 aluminum body with stainless steel setscrew, mounting bracket, and fasteners. Shroud Die-cast A380 aluminum shroud. Weight 2.1 lbs. (1.0 kg) Ambient Operating Temperature 0°F to 140°F (-17°C to 60°C) Lamp Integrated module with Cree LEDs. Gold-plated connectors and conformal coating for maximum reliability and corrosion resistance. Proprietary onboard intelligent driver uses firmware-controlled temperature regulation, maximizing LED life. Field upgradeable and replaceable, the LEDs are rated to 55,000 hrs. Maximum drive current: 1 A. Socket Socket contains MoistureBlock™ technology, preventing moisture from wicking up into sealed areas of the fixture. Wiring 18 AWG (1 mm); SPT-1W; 220°F (105°C); 300V; 10' (3 m) length Optics Polycarbonate color temperature adjustment lenses included with fixture: 2,700K (preinstalled), 3,900K (no lens), 4,500K, and 5,200K. Interchangeable optics for 10°, 20°, 40°, or 60° distributions ordered preassembled to luminaire. Color temperature and beam angle lenses field serviceable. For additional color filters, spread lenses, hex baffles, etc., use MR-16 sized accessories (MR-16: 1.95" (49.5 mm) dia. x 1.1 mm thickness). Beam angle is calculated using LM-79 method for SSL fixtures. Power Input 10-15VAC/VDC, 50/60Hz. Remote transformer required (specify separately). Housing Die-cast A380 aluminum body with capacity for 3LED, 6LED, 9LED, or ZDC integrated LEDs. Lens Tempered glass lens with shock resistance and high tolerance for thermal expansion and stress. Finish Two-layer protection of sulfuric acid anodization and polyester TGIC powder coat, providing superior outdoor weathering in all conditions. Tested to ASTM standards. Hardware Stainless steel mounting plate included, with configurations to connect to 1-gang and round junction boxes. Three wood screws also included for surface mounting. Manufacturing 9001:2015 ISO certified facility Control ZD or ZDC utilizes Luxor technology to zone fixtures in up to 250 groups, dim each group in 1% increments between 0 and 100%, or change to one of 30,000 colors with RGBW LEDs. Select the ZD option for zoning/dimming or ZDC for zoning/dimming/color. Standard fixture is zoneable with Luxor. Sustainability Innovation meets conservation in the design and manufacturing of our products. Where we can, we use recycled materials while maintaining superior functionality. Our LED products provide high- quality light at optimal energy efficiency, lifespan, and durability. Installation Requirements Designed for installation in the downward lighting direction only. Warranty 10-year limited warranty Listings 3YJ8 † Measured using the 3,900K CCT lens. Multipliers for other CCTs include 0.80 (2,700K), 0.65 (4,500K), and 0.65 (5,200K). * Information not available for Flood or Wide Flood. ** For optimal performance, use a trailing-edge, phase-cut dimmer. SD Down Light SPECIFICATIONS 136 LANDSCAPE LIGHTING SD Down Light ORDERING INFORMATION Fixture Size Luxor Option Output Finish SD n [default] Zone n 3LED 202 Lumens n BZ Bronze Metallic n FW Flat White n ZD Zone/Dim n 6LED 367 Lumens n DG Desert Granite n WG White Gloss n 9LED 397 Lumens n WI Weathered Iron n AL Almond n ZDC Zone/Dim/Color n [default ZDC option] 174 Lumens n SB Sedona Brown n SV Silver n FB Black EXAMPLE FIXTURE CONFIGURATION: SD–ZD–6LED–BZ –––SD LENS ACCESSORIES: Specify Separately Item Code n HEX BAFFLE MR-16 Size 250015260000 n LINEAR SPREAD LENS MR-16 Size 250013550000 n SOLITE SPREAD LENS MR-16 Size 250015240000 137 | Learn more. Visit: fxl.com | +1 760.744.5240 SD 3LED Illuminance at a Distance Feet (Meters)Center Beam Beam Width Foot-Candle (Lux)Vertical 18.9º 1.7' (0.5 m)451 fc (4,854 lx)0.6' (0.2 m) 3.3' (1.0 m)120 fc (1,292 lx)1.1' (0.3 m) 5.0' (1.5 m)52 fc (560 lx)1.7' (0.5 m) 6.7' (2.0 m)29 fc (312 lx)2.2' (0.7 m) 8.3' (2.5 m)19 fc (205 lx)2.8' (0.9 m) 10.0' (3.0 m)13 fc (140 lx)3.3' (1.0 m) SD 6LED Illuminance at a Distance Feet (Meters)Center Beam Beam Width Foot-Candle (Lux)Vertical 18.0º 1.7' (0.5 m)749 fc (8,062 lx)0.5' (0.2 m) 3.3' (1.0 m)199 fc (2,142 lx)1.0' (0.3 m) 5.0' (1.5 m)87 fc (937 lx)1.6' (0.5 m) 6.7' (2.0 m)48 fc (517 lx)2.1' (0.6 m) 8.3' (2.5 m)31 fc (334 lx)2.6' (0.8 m) 10.0' (3.0 m)22 fc (237 lx)3.2' (1.0 m) SD 9LED Illuminance at a Distance Feet (Meters)Center Beam Beam Width Foot-Candle (Lux)Vertical 16.8º 1.7' (0.5 m)1,170 fc (12,594 lx)0.6' (0.2 m) 3.3' (1.0 m)310 fc (3,337 lx)1.0' (0.3 m) 5.0' (1.5 m)135 fc (1,453 lx)1.5' (0.5 m) 6.7' (2.0 m)75 fc (807 lx)2.0' (0.6 m) 8.3' (2.5 m)49 fc (527 lx)2.5' (0.8 m) 10.0' (3.0 m)34 fc (366 lx)3.0' (0.9 m) SD ZDC Illuminance at a Distance Feet (Meters)Center Beam Beam Width Foot-Candle (Lux)Vertical 47.5º 1.7' (0.5 m)69 fc (743 lx)1.5' (0.5 m) 3.3' (1.0 m)18 fc (194 lx)2.9' (0.9 m) 5.0' (1.5 m)8.0 fc (86 lx)4.4' (1.3 m) 6.7' (2.0 m)4.4 fc (47 lx)5.9' (1.8 m) 8.3' (2.5 m)2.9 fc (31 lx)7.3' (2.2 m) 10.0' (3.0 m)2.0 fc (21 lx)8.8' (2.7 m) SD Down Light PHOTOMETRICS FXLIT-015-SS-DESIGNER-SD-EN E 11/18 138 PROJECT CATALOG # TYPE NOTES LANDSCAPE & ARCHITECTURAL LIGHTING BV: Beveled RD: Round CV: Curved FT: Flat This versatile wall light is available with four faceplate options to maximize design flexibility in a range of applications. Quick Facts ■Die-cast aluminum ■Two-layer, marine-grade anodization and powder-coat finish ■Glare-free shielding ■Tamper-resistant features ■Cree® integrated LEDs ■Compatible with Luxor® Technology ■Phase and PWM dimmable ■Input voltage: 10 to 15 V SL-3 Wall Light DESIGNER PLUS 3.2" (81 mm) 4. 9 " ( 1 2 5 m m ) 3.20 0.9" (22.6 mm) 3.20 2.1" (53.9 mm)BV: Beveled (Measurements are the same for all four faceplate styles) LED Wall Lights 139 | Learn more. Visit fxl.com | +1-760-744-5240 SL-3 Wall Light SPECIFICATIONS Output 1 LED 3 LED ZDC Total Lumens†48 78 60 Input Voltage 10 to 15 V 10 to 15 V 11 to 15 V Input Power 2.0 W 4.2 W 6.0 W Power Consumption (VA)2.4 4.5 7.2 Efficacy (Lumens/Watt)24 19 10 Color Rendering Index (CRI)80+80+80+ Max Candela 53 73 56 Dimming Primary Dimming (Transformer)Consult transformer specifications Secondary Dimming (Fixture)Phase-cut**Phase-cut**Luxor RGBW Available No No Yes Luxor Compatibility Default Zoning Zoning -- ZD Option Zoning/Dimming Zoning/Dimming -- ZDC Option ----Zoning/Dimming/Color Minimum Rated Life L90 B10 (Hrs)55,000 55,000 55,000 † Measured using the 3,900K CCT lens. Multipliers for other CCTs include 0.80 (2,700K), 0.65 (4,500K), and 0.65 (5,200K). ** For optimal performance, use a trailing-edge, (reverse phase-cut) dimmer. FX Luminaire FX Luminaire is an industry- leading manufacturer of landscape and architectural lighting products with a focus on the advancement of LED technology and digital lighting control with zoning, dimming, and color adjustment capabilities. We offer a full spectrum of specification-driven lighting fixtures that can be utilized to create elegant, cutting- edge landscape lighting systems for commercial or residential applications. Our products are available exclusively via our extensive professional distributor network. Materials Die-cast A380 aluminum body with stainless steel setscrews, mounting brackets, and fasteners. Socket Socket contains MoistureBlock™ Technology, preventing moisture from wicking up into sealed areas of the fixture. Lamp Integrated module with Cree LEDs. Gold-plated connectors and conformal coating for maximum reliability and corrosion resistance. Proprietary onboard intelligent driver uses firmware-controlled temperature regulation, maximizing LED life. Field upgradable and replaceable, the LEDs are rated to 55,000 hrs. Maximum drive current: 1 A. Optics Polycarbonate color temperature adjustment lenses included with fixture: 2,700K (preinstalled), 3,900K (no lens), 4,500K, and 5,200K. Beam angle is calculated using the LM-79 method for SSL fixtures. Wiring 18 AWG (1 mm); SPT-1W; 220°F (105°C); 300 V; 10' (3 m) length Faceplate Die-cast A380 aluminum faceplate with UV-stabilized acrylic lens. Power Input 0 to 15 VAC/VDC, 50/60 Hz. Remote transformer required (specify separately). Housing Die-cast A380 aluminum body with capacity for 1 LED, 3 LED, or ZDC integrated LEDs. Lens UV-stabilized acrylic with shock resistance and high tolerance for thermal expansion and stress. Finish Two-layer protection of sulfuric acid anodization and polyester TGIC powder-coat layer, providing superior outdoor weathering in all conditions. Tested to ASTM standards. Ambient Operating Temperature 0°F to 140°F (-18°C to 60°C) Hardware Stainless steel machine screws. Control ZD or ZDC utilizes Luxor Technology to zone fixtures in up to 250 groups, dim each group in 1% increments between 0 and 100%, or change to one of 30,000 colors with RGBW LEDs. Select the ZD option for zoning/dimming or ZDC for zoning/dimming/color. Standard fixture is zoneable with Luxor Controller. Sustainability Innovation meets conservation in the design and manufacturing of our products. Where we can, we use recycled materials while maintaining superior functionality. Our LED products provide high- quality light at optimal energy efficiency, lifespan, and durability. Weight 1.0 lb (0.5 kg) Installation Requirements Designed for recessed installation in a vertical surface. Included mounting bracket fits most single- gang junction boxes. Manufacturing ISO 9001:2015 certified facility Warranty 10-year limited warranty Listings E4677363YJ8 140 LANDSCAPE & ARCHITECTURAL LIGHTING SL-3 Wall Light ORDERING INFORMATION Fixture Luxor Option Output Color Temp Faceplate Finish SL-3 n [default] Zone n 1LED 48 lm n W Warm 2,700K n BV Beveled n BZ Bronze Metallic n ZD Zone/Dim n 3LED 78 lm n CV Curved n DG Desert Granite n ZDC Zone/Dim/Color n [default ZDC] 60 lm n [default ZDC] RGBW n FT Flat n WI Weathered Iron n RD Round n SB Sedona Brown n FB Black n WG White Gloss n FW Flat White n AL Almond n SV Silver EXAMPLE FIXTURE CONFIGURATION: SL-3–ZD-3LED-W-CV-BZ SL-3 ----- ACCESSORIES: Specify Separately Item Code n SINGLE-GANG JUNCTION BOX New work (18 in3/295 cm3)JB1GNWNM n DIMMABLE TRANSFORMER 60 W, 120 V input, 12 V output ST120DIM n TRANSFORMER 80 W, 277 V input, 12 V output ST277 141 | Learn more. Visit fxl.com | +1-760-744-5240 SL-3 1 LED Isofootcandle Plot In Multiples of Mounting Height 4x 2x 0 2x 4x In M u l t i p l e s o f M o u n t i n g H e i g h t 0 2x 4x 6x n 20 fc (215 lx)n 2.5 fc (27 lx)n 0.2 fc (2 lx) n 10 fc (108 lx)n 1 fc (11 lx)n 0.1 fc (1 lx) n 5 fc (54 lx)n 0.5 fc (5 lx)n 50% Max Cd Mounting Height: 2' (0.6 m) Total LLF: 1 SL-3 ZDC Isofootcandle Plot In Multiples of Mounting Height 4x 2x 0 2x 4x In M u l t i p l e s o f M o u n t i n g H e i g h t 0 2x 4x 6x n 20 fc (215 lx)n 2.5 fc (27 lx)n 0.2 fc (2 lx) n 10 fc (108 lx)n 1 fc (11 lx)n 0.1 fc (1 lx) n 5 fc (54 lx)n 0.5 fc (5 lx)n 50% Max Cd Mounting Height: 2' (0.6 m) Total LLF: 1 SL-3 3 LED Isofootcandle Plot In Multiples of Mounting Height 4x 2x 0 2x 4x In M u l t i p l e s o f M o u n t i n g H e i g h t 0 2x 4x 6x n 20 fc (215 lx)n 2.5 fc (27 lx)n 0.2 fc (2 lx) n 10 fc (108 lx)n 1 fc (11 lx)n 0.1 fc (1 lx) n 5 fc (54 lx)n 0.5 fc (5 lx)n 50% Max Cd Mounting Height: 2' (0.6 m) Total LLF: 1 SL-3 Wall Light PHOTOMETRICS FXLIT-015-SS-WALL-DSN-SL-3 5/21 Cree is a registered trademark of Cree Inc. MoistureBlock is a trademark of DSM&T Co. Inc. © 2021 Hunter Industries™. Hunter, FX Luminaire, and all related logos are trademarks of Hunter Industries, registered in the U.S. and other countries. 142 PROJECT CATALOG # TYPE NOTES LANDSCAPE & ARCHITECTURAL LIGHTING BV: Beveled RD: Round CV: Curved FT: Flat This versatile wall light is available with four faceplate options to maximize design flexibility in a range of applications. Quick Facts ■Die-cast aluminum ■Two-layer, marine-grade anodization and powder-coat finish ■Glare-free shielding ■Tamper-resistant features ■Cree® integrated LEDs ■Compatible with Luxor® Technology ■Phase and PWM dimmable ■Input voltage: 10 to 15 V SL-3 Wall Light DESIGNER PLUS 3.2" (81 mm) 4. 9 " ( 1 2 5 m m ) 3.20 0.9" (22.6 mm) 3.20 2.1" (53.9 mm)BV: Beveled (Measurements are the same for all four faceplate styles) LED Wall Lights 143 | Learn more. Visit fxl.com | +1-760-744-5240 SL-3 Wall Light SPECIFICATIONS Output 1 LED 3 LED ZDC Total Lumens†48 78 60 Input Voltage 10 to 15 V 10 to 15 V 11 to 15 V Input Power 2.0 W 4.2 W 6.0 W Power Consumption (VA)2.4 4.5 7.2 Efficacy (Lumens/Watt)24 19 10 Color Rendering Index (CRI)80+80+80+ Max Candela 53 73 56 Dimming Primary Dimming (Transformer)Consult transformer specifications Secondary Dimming (Fixture)Phase-cut**Phase-cut**Luxor RGBW Available No No Yes Luxor Compatibility Default Zoning Zoning -- ZD Option Zoning/Dimming Zoning/Dimming -- ZDC Option ----Zoning/Dimming/Color Minimum Rated Life L90 B10 (Hrs)55,000 55,000 55,000 † Measured using the 3,900K CCT lens. Multipliers for other CCTs include 0.80 (2,700K), 0.65 (4,500K), and 0.65 (5,200K). ** For optimal performance, use a trailing-edge, (reverse phase-cut) dimmer. FX Luminaire FX Luminaire is an industry- leading manufacturer of landscape and architectural lighting products with a focus on the advancement of LED technology and digital lighting control with zoning, dimming, and color adjustment capabilities. We offer a full spectrum of specification-driven lighting fixtures that can be utilized to create elegant, cutting- edge landscape lighting systems for commercial or residential applications. Our products are available exclusively via our extensive professional distributor network. Materials Die-cast A380 aluminum body with stainless steel setscrews, mounting brackets, and fasteners. Socket Socket contains MoistureBlock™ Technology, preventing moisture from wicking up into sealed areas of the fixture. Lamp Integrated module with Cree LEDs. Gold-plated connectors and conformal coating for maximum reliability and corrosion resistance. Proprietary onboard intelligent driver uses firmware-controlled temperature regulation, maximizing LED life. Field upgradable and replaceable, the LEDs are rated to 55,000 hrs. Maximum drive current: 1 A. Optics Polycarbonate color temperature adjustment lenses included with fixture: 2,700K (preinstalled), 3,900K (no lens), 4,500K, and 5,200K. Beam angle is calculated using the LM-79 method for SSL fixtures. Wiring 18 AWG (1 mm); SPT-1W; 220°F (105°C); 300 V; 10' (3 m) length Faceplate Die-cast A380 aluminum faceplate with UV-stabilized acrylic lens. Power Input 0 to 15 VAC/VDC, 50/60 Hz. Remote transformer required (specify separately). Housing Die-cast A380 aluminum body with capacity for 1 LED, 3 LED, or ZDC integrated LEDs. Lens UV-stabilized acrylic with shock resistance and high tolerance for thermal expansion and stress. Finish Two-layer protection of sulfuric acid anodization and polyester TGIC powder-coat layer, providing superior outdoor weathering in all conditions. Tested to ASTM standards. Ambient Operating Temperature 0°F to 140°F (-18°C to 60°C) Hardware Stainless steel machine screws. Control ZD or ZDC utilizes Luxor Technology to zone fixtures in up to 250 groups, dim each group in 1% increments between 0 and 100%, or change to one of 30,000 colors with RGBW LEDs. Select the ZD option for zoning/dimming or ZDC for zoning/dimming/color. Standard fixture is zoneable with Luxor Controller. Sustainability Innovation meets conservation in the design and manufacturing of our products. Where we can, we use recycled materials while maintaining superior functionality. Our LED products provide high- quality light at optimal energy efficiency, lifespan, and durability. Weight 1.0 lb (0.5 kg) Installation Requirements Designed for recessed installation in a vertical surface. Included mounting bracket fits most single- gang junction boxes. Manufacturing ISO 9001:2015 certified facility Warranty 10-year limited warranty Listings E4677363YJ8 144 LANDSCAPE & ARCHITECTURAL LIGHTING SL-3 Wall Light ORDERING INFORMATION Fixture Luxor Option Output Color Temp Faceplate Finish SL-3 n [default] Zone n 1LED 48 lm n W Warm 2,700K n BV Beveled n BZ Bronze Metallic n ZD Zone/Dim n 3LED 78 lm n CV Curved n DG Desert Granite n ZDC Zone/Dim/Color n [default ZDC] 60 lm n [default ZDC] RGBW n FT Flat n WI Weathered Iron n RD Round n SB Sedona Brown n FB Black n WG White Gloss n FW Flat White n AL Almond n SV Silver EXAMPLE FIXTURE CONFIGURATION: SL-3–ZD-3LED-W-CV-BZ SL-3 ----- ACCESSORIES: Specify Separately Item Code n SINGLE-GANG JUNCTION BOX New work (18 in3/295 cm3)JB1GNWNM n DIMMABLE TRANSFORMER 60 W, 120 V input, 12 V output ST120DIM n TRANSFORMER 80 W, 277 V input, 12 V output ST277 145 | Learn more. Visit fxl.com | +1-760-744-5240 SL-3 1 LED Isofootcandle Plot In Multiples of Mounting Height 4x 2x 0 2x 4x In M u l t i p l e s o f M o u n t i n g H e i g h t 0 2x 4x 6x n 20 fc (215 lx)n 2.5 fc (27 lx)n 0.2 fc (2 lx) n 10 fc (108 lx)n 1 fc (11 lx)n 0.1 fc (1 lx) n 5 fc (54 lx)n 0.5 fc (5 lx)n 50% Max Cd Mounting Height: 2' (0.6 m) Total LLF: 1 SL-3 ZDC Isofootcandle Plot In Multiples of Mounting Height 4x 2x 0 2x 4x In M u l t i p l e s o f M o u n t i n g H e i g h t 0 2x 4x 6x n 20 fc (215 lx)n 2.5 fc (27 lx)n 0.2 fc (2 lx) n 10 fc (108 lx)n 1 fc (11 lx)n 0.1 fc (1 lx) n 5 fc (54 lx)n 0.5 fc (5 lx)n 50% Max Cd Mounting Height: 2' (0.6 m) Total LLF: 1 SL-3 3 LED Isofootcandle Plot In Multiples of Mounting Height 4x 2x 0 2x 4x In M u l t i p l e s o f M o u n t i n g H e i g h t 0 2x 4x 6x n 20 fc (215 lx)n 2.5 fc (27 lx)n 0.2 fc (2 lx) n 10 fc (108 lx)n 1 fc (11 lx)n 0.1 fc (1 lx) n 5 fc (54 lx)n 0.5 fc (5 lx)n 50% Max Cd Mounting Height: 2' (0.6 m) Total LLF: 1 SL-3 Wall Light PHOTOMETRICS FXLIT-015-SS-WALL-DSN-SL-3 5/21 Cree is a registered trademark of Cree Inc. MoistureBlock is a trademark of DSM&T Co. Inc. © 2021 Hunter Industries™. Hunter, FX Luminaire, and all related logos are trademarks of Hunter Industries, registered in the U.S. and other countries. 146 MASTER BASE PLATES (A10.01 TO A3.03) 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 PARTITIONS & WALLS:CEILING OBJECTS: LEGEND: 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 SHALL 127(;7(1'/(667+$1´$%29(7+(685)$&(2) THE ROOF IMMEDIATELY ADJACENT TO THE DRAIN. TRUE NORTH 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 (G-003) 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 o # %Á TRUE NORTH o 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 CONCEPTUAL LANDSCAPE PLAN NOTES & DIAGRAM LEGEND: EXISTING COTTONWOOD SPECIES:PROPOSED STONE SANDSET PAVERS: FLAMED SURFACE / PENNSYLVANIA BLUE STONE PROPOSED 2-1/4" THICK MIN. SIZE AND LAYOUT TO BE DETERMINED TRUE NORTH 14.7 O EXISTING NATIVE (ASPEN) SPECIES:EXISTING NATIVE (36-42" MAX) SHRUB SPECIES: EXISTING NATIVE (36-42" MAX) SHRUB SPECIES: PROPOSED LAWN AREAS: COLORADO TRADITIONAL WEST END LAWN SEEDING - SOD MIXTURE PROPOSED. IRRIGATION AS REQUIRED PROPOSED GRAVEL AREAS: TYPICAL WASHED / PEBBLED NO 5 GRAVEL SURFACE MIX PROPOSED STONE (PATIO) AREAS: FULL WATERPROOF AND SNOWMELT DETAILING PROPOSED. FINISH PROPOSED AS FLAMED PENNSYLVANIA BLUESTONE 2-1/2" THICK MATERIAL FINISH. PATIO TO BE DESIGNED FOR RUNOFF WATERSHED DRAINAGE. ALL SURFACE WATER TO BE COLLECTED PER DRYWALLS AS SPECIFIED PROPOSED POURED CONCRETE SLAB AREAS: TYPICAL POURED CONCRETE SLAB PER ENGINEERING. 6" MINIMUM THICKNESS. SMOOTH FINISH. 121 West Bleeker Residence - HPC Final Submission EXHIBIT A - Cover Letter - 1 Friday Design Architectural Related Drawings / Documents 1 Friday Design A-COVER / INDEX : HPC Final Submission Sheet Index - 2022 - "121 West Bleeker" ZN-007 : Proposed Main Residence & Garage Floor Area Calculations / Breakdowns ( 1/8" Architectural ) Unchanged Per HPC Conceptual Approval (R-2) HPC-2.005 : Proposed Main Level Plan - - Main Residence ( 1/4" Architectural) " 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 a s p e n | c o l o r a d o C-3 : Civil Engineering Conceptual Details / Boundaries Unlimited Inc. - (Scale TBD) HPC-2.006 : Proposed Upper Level Plan - - Main Residence ( 1/4" Architectural) HPC-2.007 : Proposed Roof Plan, Gutter + DownSpout (DS-EX) Locates & Materials Callouts - - Main Residence ( 1/4" Architectural) HPC-3.004 : Proposed Elevations & Materials Callouts - - Main Residence ( 1/4" Architectural) HPC-3005 : Proposed Elevations & Materials Callouts - - Main Residence ( 1/4" Architectural) EXHIBIT B through EXHIBIT L-2 HPC-2.004 : Proposed Lower (Subgrade) Level Plan - - Main Residence ( 1/4" Architectural) HPC-3.006 : Proposed Elevations & Materials Callouts - - Main Residence ( 1/4" Architectural) HPC-3007 : Proposed Elevations & Materials Callouts - - Main Residence ( 1/4" Architectural) HPC-3.008 : Proposed Elevations & Materials Callouts - - Main Residence ( 1/4" Architectural) HPC-3009 : Proposed Elevations & Materials Callouts - - Main Residence ( 1/4" Architectural) HPC-3010 : Proposed Graphic Materials Callouts - - Main Residence ( 1/4" Architectural) ZN-006 : Proposed Main Residence & Garage Floor Area Calculations / Breakdowns ( 1/8" Architectural ) Unchanged Per HPC Conceptual Approval (R-2) ZN-005 : Existing Main Residence & Garage Floor Area Calculations / Breakdowns ( 1/8" Architectural ) Unchanged Per HPC Conceptual Approval (R-2) ZN-004 : Existing Main Residence & Garage Floor Area Calculations / Breakdowns ( 1/8" Architectural ) Unchanged Per HPC Conceptual Approval (R-2) ZN-003 : Existing & Proposed Site Coverage Diagrams, Calculations / Breakdowns ( 1/8" Architectural ) Unchanged Per HPC Conceptual Approval (R-2) ZN-001 : Existing & Proposed Project Summary / Narrative Floor Area - Calculations / Breakdowns ( 1/8" Architectural ) Unchanged Per HPC Conceptual Approval (R-2) C-2 : Civil Engineering Conceptual Grading & Drainage Plan / Boundaries Unlimited Inc. - (1/8" Architectural) SURVEY : City of Aspen Site & Topographical Stamped Survey / Boundaries Unlimited Inc. - (1/8" Architectural) HPC-3011 : Proposed Gutter, Downspout & Solar Panel Imaging / Cutsheets - - Main Residence ( No Associative Scale) HPC-3012 : Proposed Renders - 3D Perspectives / Materials + Colour Representation - - Main Residence ( No Associative Scale) HPC-3013 : Proposed Renders - 3D Perspectives / Materials + Colour Representation - - Main Residence ( No Associative Scale) HPC-3014 : Proposed Renders - 3D Perspectives / Materials + Colour Representation - - Main Residence ( No Associative Scale) COVER SHEET ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / FINAL 2022 c 1 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 MEP ENGINEER Spacek Timbie + Blevins Engineering Inc. 82 East Beaver Creek Blvd., Suite 102 Avon, CO 81620 T: 303.900.8782 www.stbengineering.com LANDSCAPE ARCHITECT Connect 1 Design 350 Market Street; Unit 307 Basalt, Colorado 81621 T: 970.355.5457 www.connectonedesign.com HPC :: MAY 2022 HPC-1.001 EXHIBIT "M" 147 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 151 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 LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 10 ' F R O N T Y A R D S E T B A C K 5' SIDE YARD SETBACK 5' SIDE YARD SETBACK 5' R E A R Y A R D S E T B A C K (G A R A G E ) 10 ' H A B I T A B L E R E A R S E T B A C K 12 16 CEDAR SHINGLE ROOFING PROPOSED FLASH & WATERPROOF AS NECESSARY RIDGE RIDGE RIDGE RIDGE RI D G E RI D G E RI D G E RI D G E 12 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 SL O P E 2 M I N SL O P E 2 M I N 0 0 0 0 NON-PERMEABLE DECK AREA : PROPOSED STONE DECKING SLOPE 2 MIN SLOPE 2 MIN SL O P E 2 M I N SL O P E 2 M I N 0 0 0 0 SLOPE 2 MIN SLOPE 2 MIN SL O P E 2 M I N SL O P E 2 M I N 0 0 0 0 ROOF 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 - 1 30 PANEL PV ROOF SYSTEM SITUATED @ 45 DEGREES PV - 2 PV - 2 0 PV - 3 PV - 4 PV - 2 1 PV - 5 PV - 2 2 PV - 2 3 PV - 6 PV - 7 PV - 2 4 PV - 2 5 PV - 8 PV - 9 PV - 2 6 PV - 1 0 PV - 2 7 PV - 2 8 PV - 1 1 PV - 1 2 PV - 2 9 PV - 3 0 PV - 1 3 PV - 1 4 PV - 1 5 NON 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 - 1 9 PV - 1 8 PV - 1 7 PV - 1 6 G E SLOPE 2 MIN SLOPE 2 MIN SL O P E 2 M I N SL O P E 2 M I N 0 0 0 0 12 12 12 12 SNOW BARS SNOW BARS SNOW BARS SNOW BARS 23 ' - 7 3 4" 24 ' - 0 5 8" 12 ' - 5 7 8" 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' - 1 7 8" 5' 6' - 1 1 " 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 LINE PR O P E R T Y L I N E 10 ' F R O N T Y A R D S E T B A C K 5' SIDE YARD SETBACK 5' SIDE YARD SETBACK 5' R E A R Y A R D S E T B A C K (G A R A G E ) 10 ' H A B I T A B L E R E A R S E T B A C K DN MASTER DECK 211 ROOF DECK 214 12 16 RIDGE RIDGE RIDGE RIDGE RI D G E RI D G E RI D G E RI D G E 12 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 RIDGE RI D G E RIDGE LIGHT SHADED AREA REPRESENTS NON HISTORICAL MASSING & FEATURES OF RESIDENCE TO BE REMOVED RE A R A L L E Y ( S O U T H ) - P U B L I C R O W EXISTING 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 152 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 ' - 1 1 3 4" 10 ' - 1 1 3 4" 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 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 ex 11 ' - 2 " UNDERSIDE OF STRUCT. 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E 10 ' F R O N T Y A R D S E T B A C K 5' SIDE YARD SETBACK LIGHT SHADED AREA REPRESENTS 6000 SF R-6 SETBACKS PER COA LAND USE CODE WASH DRY 5' SIDE YARD SETBACK 5' R E A R Y A R D S E T B A C K (G A R A G E ) 10 ' H A B I T A B L E R E A R S E T B A C K ELEVATOR 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 CLOSET RE F DW 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 SYSTEMS BU I L T - I N M E D I A & ST O R A G E SH E L V I N G S Y S T E M S BUILT-IN CLOSET & STORAGE SHELVING SYSTEMS BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S WI N E ST O R A G E 8' 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 MI R R O R MIRROR 24 T @ 1 1 " ( l a n d i n g s v . i . f . ) 25 R @ 6 - 1 / 2 " = 1 3 ' - 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 ) F U L L (2 ) T W I N RE A R A L L E Y ( S O U T H ) - P U B L I C R O W EAST SIDE YARD ALLEY - PUBLIC ROW LINE OF CONNECTOR MASSING ABOVE SKYLIGHT ABOVE NI C H E THEATER AREA L-003 27'-15 8"41'-4" 6' - 5 " 11 ' - 2 3 8" 35 ' - 4 " 4'-2" 24'-2"21'-4" 3' - 2 " 12 ' - 1 0 3 4" 22 ' - 4 5 8" 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 ' - 6 1 4" 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 ex 11 ' - 2 " UNDERSIDE OF STRUCT. PROPOSED GRADE 13 ' - 6 1 4" EXPOSED SKYLIGHT 12'-9"14'-10"13'-9" 56.33 sq ft/ 14.61 sq ft ex 125.03 sq ft 10 ' 12 ' - 8 " 4'-2" UNDERSIDE OF STRUCT. 13 ' - 6 1 4" 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 ex 13 ' - 6 1 4" 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 ex 11 ' - 2 " UNDERSIDE OF STRUCT. PROPOSED GRADE 13 ' - 6 1 4" 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 ' - 7 5 8" 5' - 8 3 8" 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 155 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 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 156 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 5' SIDE YARD SETBACK LIGHT SHADED AREA REPRESENTS 6000 SF R-6 SETBACKS PER COA LAND USE CODE WASH DRY ELEVATOR SSP 36 x 60 UP L-001 Egress IRC Egress IRC STAIR TO MAIN L-002 MEDIA AREA / RECREATION ROOM L-002 BEDROOM HALLWAY L-005 LIGHTWELL L-002 LIGHTWELL L-002 A/V CLOSET RE F DW 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 PROJECTORINTEGRATED MEDIA / MILLWORK WALL (LARGE PROJECTION - 100"+) BUILT-IN MEDIA & STORAGE SHELVING SYSTEMS BU I L T - I N M E D I A & ST O R A G E SH E L V I N G S Y S T E M S BUILT-IN CLOSET & STORAGE SHELVING SYSTEMS BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S WI N E ST O R A G E 8' 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 MI R R O R MIRROR 24 T @ 1 1 " ( l a n d i n g s v . i . f . ) 25 R @ 6 - 1 / 2 " = 1 3 ' - 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 ) F U L L (2 ) T W I N 75'-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 ' - 8 3 8" 24 ' - 0 5 8" 7' - 3 " 2' - 3 " 49 ' 37 ' 12 ' 18'-17 8" 5' - 9 " 5' - 2 7 8" 5' - 1 0 11 16 " 18'-15 8"5'-35 8" EAST SIDE YARD ALLEY - PUBLIC ROW LINE OF CONNECTOR MASSING ABOVE SKYLIGHT ABOVE NI C H E THEATER AREA L-003 14'-7" 14'-10"13'-7" 5' PR O P E R T Y LI N E ( N ) 10 ' F R O N T YA R D SE T B A C K 5' SIDE YARD SETBACK PROPERTY LINE (E) PROPERTY LINE (W) 5' SIDE YARD SETBACK 15.7 o 10 ' R E A R YA R D ( H A B I T A B L E ) SE T B A C K 10 ' R E A R YA R D GA R A G E SE T B A C K PR O P E R T Y LI N E ( S ) C.0 EX/PR C.0 EX/PR 1.0 EX/PR 1.0 EX/PR A.0 PR A.0 PR J.0 EX/PR 11.0 PR 11.0 PR 12.0 PR 12.0 PR 9.0 PR 9.0 PR 5.0 EX/PR 5.0 EX/PR L.0 PR L.0 PR M.0 PR M.0 PR 3.0 PR 3.0 PR 4.0 PR 4.0 PR 6.0 PR 6.0 PR 8.0 PR 8.0 PR 10.0 PR 10.0 PR 2.0 EX 2.0 EX 7.0 PR 7.0 PR E.0 PR E.0 PR B.0 PR B.0 PR K.0 PR K.0 PR D.0 PR D.0 PR J.0 EX/PR F.0 PR F.0 PR G.0 PR G.0 PR I.0 PR I.0 PR H.0 PR H.0 PR MASTER BASE PLATES (A10.01 TO A3.03) 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 (G-003) 1 HPC-2.004 PROPOSED LOWER LEVEL FLOOR PLAN SCALE : 1/4" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / FINAL 2022 c 1 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 MEP ENGINEER Spacek Timbie + Blevins Engineering Inc. 82 East Beaver Creek Blvd., Suite 102 Avon, CO 81620 T: 303.900.8782 www.stbengineering.com LANDSCAPE ARCHITECT Connect 1 Design 350 Market Street; Unit 307 Basalt, Colorado 81621 T: 970.355.5457 www.connectonedesign.com HPC-2.004 PROPOSED LOWER LEVEL HPC MAY 2022 FLOOR PLAN: 157 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 UP 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 2' - 1 0 " x 3 0 " T A L L SE R V I N G B U F F E T / ST O R A G E A B O V E + B E L O W 24" DOUBLE OVENS BELOW RANGE STORAGE / PANTRY 45 " G A S / 6 BU R N E R C O O K T O P W/ D O W N D R A F T VE N T STORAGE 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 24" TALL INTEGRATED FIRE FEATURE & LIGHTWELL EGRESS SHAFT ST O R A G E B E L O W CO U N T E R COUNTER APPLIANCE GARAGE w/ SHELVING STORAGE OPAQUE SKYLIGHT DW DN DN BUILT IN HEARTH GRATED LIGHTWELL CONDITION GRATED LIGHTWELL CONDITION WINDOW BUMP OUT WI N D O W BU M P O U T 13 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 @ 1 1 " ( l a n d i n g s v . i . f . ) 21 R @ 6 - 3 / 4 " = 1 1 ' - 9 3 / 4 " 24 T @ 1 1 " ( l a n d i n g s v . i . f . ) 25 R @ 6 - 1 / 2 " = 1 3 ' - 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-112 12 ' - 5 7 8" 24 ' - 0 5 8" 17 ' - 8 3 8" 5' - 4 15 16 " 18'-17 8"75'-115 8"5'-83 4" 23'25'27'-115 8" 16'-113 8" 12 ' - 6 3 4" 11 ' - 5 7 8" 7' - 3 " 5' - 2 7 8" 77'-2"5'-35 8"16'-111 4" 10'-35 8"14'-7"28'-5"27'-115 8"1'-23 8" 28'-5" 5' - 9 1 8" 1'-23 8" 49 ' 5' - 9 " 5' - 1 7 8" 23 ' 26 ' ON GRADE PATIO AREA M-104-A T.O. F.F. Exterior Patio ELEV - 100'-2 3/4" (V.I.F.) -2 DEGREE SLOPE FROM INTERIOR OPAQUE SKYLIGHT 14'-10"13'-7" EAST SIDE YARD ALLEY - PUBLIC ROW C.0 EX/PR C.0 EX/PR 1.0 EX/PR 1.0 EX/PR A.0 PR A.0 PR J.0 EX/PR 11.0 PR 11.0 PR 12.0 PR 12.0 PR 9.0 PR 9.0 PR 5.0 EX/PR 5.0 EX/PR L.0 PR L.0 PR M.0 PR M.0 PR 3.0 PR 3.0 PR 4.0 PR 4.0 PR 6.0 PR 6.0 PR 8.0 PR 8.0 PR 10.0 PR 10.0 PR 2.0 EX 2.0 EX 7.0 PR 7.0 PR E.0 PR E.0 PR B.0 PR B.0 PR K.0 PR K.0 PR D.0 PR D.0 PR J.0 EX/PR F.0 PR F.0 PR G.0 PR G.0 PR I.0 PR I.0 PR H.0 PR H.0 PR MASTER BASE PLATES (A10.01 TO A3.03) 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 (G-003) HPC-2.005 1 HPC-2.005 PROPOSED MAIN LEVEL FLOOR PLAN SCALE : 1/4" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / FINAL 2022 c 1 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 MEP ENGINEER Spacek Timbie + Blevins Engineering Inc. 82 East Beaver Creek Blvd., Suite 102 Avon, CO 81620 T: 303.900.8782 www.stbengineering.com LANDSCAPE ARCHITECT Connect 1 Design 350 Market Street; Unit 307 Basalt, Colorado 81621 T: 970.355.5457 www.connectonedesign.com PROPOSED MAIN LEVEL HPC MAY 2022 FLOOR PLAN: 158 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 GUEST 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 LIGHTING CU S T O M B U I L T I N SH E L V I N G W / D O O R S CU S T O M B U I L T I N SH E L V I N G W / D O O R S ROOF DECK-MASTER U-214 MASTER CLOSET A U-207 MASTER BEDROOM SUITE U-210 MASTER BATHROOM U-211 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 @ 1 1 " ( l a n d i n g s v . i . f . ) 21 R @ 6 - 3 / 4 " = 1 1 ' - 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 ' - 7 3 4" 24 ' - 0 5 8" 12 ' - 5 7 8" 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 " 12 ' 37 ' 14 ' 35 ' RE A R A L L E Y ( S O U T H ) - P U B L I C R O W G E 5' - 1 7 8" 5' 6' - 1 1 " 24 ' - 6 " 3' - 7 " 14 ' 5' - 7 " CUSTOM JACUZZI & RAISED PLATFORM AREA - 5'-0" x 9'-0" SPA EAST SIDE YARD ALLEY - PUBLIC ROW C.0 EX/PR C.0 EX/PR 1.0 EX/PR 1.0 EX/PR A.0 PR A.0 PR J.0 EX/PR 11.0 PR 11.0 PR 12.0 PR 12.0 PR 9.0 PR 9.0 PR 5.0 EX/PR 5.0 EX/PR L.0 PR L.0 PR M.0 PR M.0 PR 3.0 PR 3.0 PR 4.0 PR 4.0 PR 6.0 PR 6.0 PR 8.0 PR 8.0 PR 10.0 PR 10.0 PR 2.0 EX 2.0 EX 7.0 PR 7.0 PR E.0 PR E.0 PR B.0 PR B.0 PR K.0 PR K.0 PR D.0 PR D.0 PR J.0 EX/PR F.0 PR F.0 PR G.0 PR G.0 PR I.0 PR I.0 PR H.0 PR H.0 PR MASTER BASE PLATES (A10.01 TO A3.03) 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 (G-003) 1 HPC-2.006 PROPOSED UPPER LEVEL FLOOR PLAN SCALE : 1/4" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / FINAL 2022 c 1 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 MEP ENGINEER Spacek Timbie + Blevins Engineering Inc. 82 East Beaver Creek Blvd., Suite 102 Avon, CO 81620 T: 303.900.8782 www.stbengineering.com LANDSCAPE ARCHITECT Connect 1 Design 350 Market Street; Unit 307 Basalt, Colorado 81621 T: 970.355.5457 www.connectonedesign.com HPC-2.006 PROPOSED UPPER LEVEL HPC MAY 2022 FLOOR PLAN: 159 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 5' SIDE YARD SETBACK 12 16 CEDAR SHINGLE ROOFING PROPOSED FLASH & WATERPROOF AS NECESSARY RIDGE RIDGE RIDGE RIDGE RI D G E RI D G E RI D G E RI D G E 12 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 SL O P E 2 M I N SL O P E 2 M I N 0 0 0 0 NON-PERMEABLE DECK AREA : PROPOSED STONE DECKING PER LANDSCAPE ARCHITECT SLOPE 2 MIN SLOPE 2 MIN SL O P E 2 M I N SL O P E 2 M I N 0 0 0 0 SLOPE 2 MIN SLOPE 2 MIN SL O P E 2 M I N SL O P E 2 M I N 0 0 0 0 ROOF 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 - 1 30 PANEL PV ROOF SYSTEM SITUATED @ 45 DEGREES PV - 2 PV - 2 0 PV - 3 PV - 4 PV - 2 1 PV - 5 PV - 2 2 PV - 2 3 PV - 6 PV - 7 PV - 2 4 PV - 2 5 PV - 8 PV - 9 PV - 2 6 PV - 1 0 PV - 2 7 PV - 2 8 PV - 1 1 PV - 1 2 PV - 2 9 PV - 3 0 PV - 1 3 PV - 1 4 PV - 1 5 NON 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 - 1 9 PV - 1 8 PV - 1 7 PV - 1 6 G E SLOPE 2 MIN SLOPE 2 MIN SL O P E 2 M I N SL O P E 2 M I N 0 0 0 0 12 12 12 12 SNOW BARS SNOW BARS SNOW BARS SNOW BARS 23 ' - 7 3 4" 24 ' - 0 5 8" 12 ' - 5 7 8" 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 " 12 ' 37 ' 14 ' 35 ' 5' - 1 7 8" 5' 6' - 1 1 " 24 ' - 6 " 3' - 7 " 14 ' EAST SIDE YARD ALLEY - PUBLIC ROW VENT PIPE EX/ PR VENT PIPE EX/ PR VENT PIPE PR POTENTIAL TO UTILIZE CHIMNEY RUN FOR VENTING (TBD) GU T T E R - P R GU T T E R - P R GU T T E R - P R GU T T E R - P R GUTTER- EX GUTTER- EX GU T T E R - E X RI D G E RI D G E VALLEY V A L L E Y VALLEY VALLEY VAL L E Y VAL L E Y VAL L E Y VAL L E Y VENT PIPE PR C.0 EX/PR C.0 EX/PR 1.0 EX/PR 1.0 EX/PR A.0 PR A.0 PR J.0 EX/PR 11.0 PR 11.0 PR 12.0 PR 12.0 PR 9.0 PR 9.0 PR 5.0 EX/PR 5.0 EX/PR L.0 PR L.0 PR M.0 PR M.0 PR 3.0 PR 3.0 PR 4.0 PR 4.0 PR 6.0 PR 6.0 PR 8.0 PR 8.0 PR 10.0 PR 10.0 PR 2.0 EX 2.0 EX 7.0 PR 7.0 PR E.0 PR E.0 PR B.0 PR B.0 PR K.0 PR K.0 PR D.0 PR D.0 PR J.0 EX/PR F.0 PR F.0 PR G.0 PR G.0 PR I.0 PR I.0 PR H.0 PR H.0 PR RE A R A L L E Y ( S O U T H ) - P U B L I C R O W DS- EX DS- EX DS- EX DS- EX DS- EX DS- EXDS- EX DS- EX MASTER BASE PLATES (A10.01 TO A3.03) 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 (G-003) 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 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 / FINAL 2022 c 1 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 MEP ENGINEER Spacek Timbie + Blevins Engineering Inc. 82 East Beaver Creek Blvd., Suite 102 Avon, CO 81620 T: 303.900.8782 www.stbengineering.com LANDSCAPE ARCHITECT Connect 1 Design 350 Market Street; Unit 307 Basalt, Colorado 81621 T: 970.355.5457 www.connectonedesign.com HPC-2.007 PROPOSED HPC MAY 2022 ROOF PLAN: 160 EA S T S I D E Y A R D PR O P E R T Y L I N E (S I D E A L L E Y ) WE S T S I D E Y A R D PR O P E R T Y L I N E 5' S I D E Y A R D S E T B A C K 5' S I D E Y A R D S E T B A C K 16 12 16 12 EA S T S I D E Y A R D AL L E Y S T A R T 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.) 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.) 12 14 14 11 11 6 6 6 18 13 13 13 13 A.0 PR B.0 PR C.0 EX/PR D.0 PR E.0 PR F.0 PR G.0 PR H.0 PR I.0 PR J.0 EX/PR K.0 PR L.0 PR M.0 PR 8 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 5' SIDE YARD SETBACK LIGHT SHADED AREA REPRESENTS 6000 SF R-6 SETBACKS PER COA LAND USE CODE WASH DRY ELEVATOR SSP 36 x 60 UP L-001 Egress IRC Egress IRC STAIR TO MAIN L-002 MEDIA AREA / RECREATION ROOM L-002 BEDROOM HALLWAY L-005 LIGHTWELL L-002 LIGHTWELL L-002 A/V CLOSET RE F DW 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 PROJECTORINTEGRATED MEDIA / MILLWORK WALL (LARGE PROJECTION - 100"+) BUILT-IN MEDIA & STORAGE SHELVING SYSTEMS BU I L T - I N M E D I A & ST O R A G E SH E L V I N G S Y S T E M S BUILT-IN CLOSET & STORAGE SHELVING SYSTEMS BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S WI N E ST O R A G E 8' 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 MI R R O R MIRROR 24 T @ 1 1 " ( l a n d i n g s v . i . f . ) 25 R @ 6 - 1 / 2 " = 1 3 ' - 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 ) F U L L (2 ) T W I N LEGEND: N TRUE NORTH 15.9 o MATERIAL LIST: MATERIALS ELEVATION TAG: 1.PAINT LOCKED SEAMLESS PANELED METAL ROOFING WITH MATTE FINISH TO MATCH VERTICAL WOOD CEDAR FINISH (1). METAL 1.5" FLASH CAP UTILIZED WHEREVER NEEDED. 2.1 x 4 VERTICALLY APPLIED PAINTED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1" VERTICALLY INSET BATTEN DETAIL - PATTERN RANDOM. NAKAMOTO FORESTRY "SHOU SUGI BAN" SUYAKI OR GENDAI FINISH. ALTERNATE: STAINED CLEAR GRADE NUMBER 2 CEDAR SIDING VERTICAL 1 X 4 SHIPLAP APPLICATION. 3.TEMPERED GLASS SKYLIGHT CONDITIONS WITH STEEL FRAME CONSTRUCTION. DESIGN BASIS FOR ALL SKYLIGHTS TO BE THE JOCKIMO ANTI-SLIP CLASSIC GLASS GRIT WALKABLE SKYLIGHT. OPAQUE FINISH. AIA INDUSTRIES - DENVER. 4.BASALT GRANITE OR PORCELAIN PANEL WALL APPLICATION. POURED CONCRETE STAIR AND PATIO AREAS WITH CHAMFERED EDGE AND ACID ETCH FINISH. COLOUR T.B.D. ALTERNATE: BASALT GRANITE CUT STONE SLABS - FLAMED FINISH- 2-1/4 " THICK MINIMUM. 5. PROPOSED GLAZING & DOOR SYSTEMS. BASIS OF DESIGN : HOPE'S THERMAL EVOLUTION SERIES STEEL AND GLASS DOORS. GLAZING BASIS OF DESIGN VIRICON INSULATED GLASS GLAZING. ALTERNATE : PANORAMAH AH!60 PERFORMANCE SERIES. HIGH ALTITUDE GLAZING SYSTEM WITH ANODIZED ALUMINUM FRAME FINISH. ALL NEW WINDOWS AND SKYLIGHTS WILL HAVE A FACTORY APPLIED NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. ALL GLAZING SHALL BE TEMPERED SAFETY GLAZING U.O.N. DOOR FOR BREEZEWAY AREA TO BE PIVOT DOOR CONSTRUCTION - NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. 6.CEDAR WOOD SHINGLE ROOF APPLICATION. NATURAL FINISH WITH TRADITIONAL INSTALLATION PER ASPEN HPC REQUIREMENTS. CLASS "A"FIRE RATED BASE ASSEMBLY 7.1 x 4 VERTICALLY APPLIED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1" SHADOW PROTRUSION DETAIL. 8.COLORADO BUFF SPLITFACE DRYSTACK STONE APPLICATION. MOCKUP OF STONE TO BE APPROVED BY DESIGNER AND OWNER PROR TO FULL COMMENCEMENT. 9.1 x 4 HORIZONTALLY APPLIED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1/2" SHADOW REVEAL DETAIL. 10.HYDROTECH EXTENSIVE GREEN ROOF SYSTEM OR EQUIVALENT. 9" MAX. ASSEMBLY DEPTH 11.5" (V.I.F.) HORIZONTALLY APPLIED PAINTED WOOD TRADITIONAL / CLAPBOARD LAP SIDING W/ 8" INSET PATTERN SET BOARDS AS EXISTING. 5" VERTICAL CORNER BOARD TERMINATIONS. ALL REPAIR / REPLACEMENT AS APPROVED BY THE ASPEN HPC TO MATCH EXISTING CONDITIONS. RESTORATION OF WEST AND SOUTH FACADE WALL AREAS AS REQUIRED TO RESTORE INTENDED PATTERN OF EXISTING CONDITIONS TO THE WEST AND EAST FACADES ALONG CORNERS ESTABLISHED BY GRID-LINE 5.0 / EX-PR. 12.GENERAL NOTE: ALL HISTORICAL WINDOWS TO BE RESTORED / REPAIRED AS NECESSARY BY AN HPC APPROVED SUBCONTRACT ENTITY. ASPEN RESTORATION COMPANY AND/ OR PHOENIX RESTORATION RECOMMENDED FOR ALL HISTORICAL WINDOW AND DOOR CONSIDERATIONS. 13.GENERAL NOTE: ALL ORNATE DETAILING SPECIFIC TO EXISTING HISTORICAL VICTORIAN TO BE MAINTAINED. REPAIR AND REPLACE ELEMENTS AS DETERMINED NECESSARY PER ALL ASPEN HPC APPROVALS. MATCH EXISTING CONDITIONS WHEREVER POSSIBLE. 14.HORIZONTALLY APPLIED TRADITIONAL OCTAGONAL SCALLOP PAINTED WOOD SHINGLE. AS NECESSARY REPAIR AND/ OR REPLACE PER HPC APPROVAL REQUIREMENTS. 15.15 GAUGE HOT ROLLED STEEL PANEL PLANTER WITH BLUE STEEL FINISH - LIGHTWELLS / PLANTERS 16.GENERAL NOTE: PAINTED WOOD FASCIA AND SOFFIT CONDITIONS. MATCH EXISTING HISTORICAL CONSTRUCTION AS NECESSARY SHOULD REPAIR / REPLACEMENT BE NECESSARY. ROOF & FLASHING - EXTRA DARK BRONZE - ANO 304 ANTHRA ZINC 17.FIREPLACE FLUE / VENT SHROUD - METAL FRAME AUTOMOTIVE PAINT LOCK FINISH (BLACK) WITH MCNICHOLS DESIGNER PERFORATED ALUMINUM METAL SCREEN PANELS - DIAMOND PATTERN / GRECIAN ALLOY TYPE 3003-H14 - MILL FINISH. 18.RESTORE EXISTING MASONRY CHIMNEY AND ELEMENTS AS NECESSARY PER HISTORICAL INFORMATION AS BECOMES KNOWN WINDOW TAG 1 A A WINDOW TAG LIGHTING / FIXTURE LOCATE 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). KEY PLANNOTES: 1.FOR DOOR AND WINDOW SCHEDULES SEE A-10.00 SERIES 1.TAG BELOW RESPECTIVE ELEVATION HPC PROVISIONS: E l e v :: A 75'-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 ' - 8 3 8" 24 ' - 0 5 8" 7' - 3 " 2' - 3 " 49 ' 37 ' 12 ' 18'-17 8" 5' - 9 " 5' - 2 7 8" 5' - 1 0 11 16 " 18'-15 8"5'-35 8" EAST SIDE YARD ALLEY - PUBLIC ROW LINE OF CONNECTOR MASSING ABOVE SKYLIGHT ABOVE NI C H E THEATER AREA L-003 14'-7" 14'-10"13'-7" 5' PR O P E R T Y LI N E ( N ) 10 ' F R O N T YA R D SE T B A C K 5' SIDE YARD SETBACK PROPERTY LINE (E) PROPERTY LINE (W) 5' SIDE YARD SETBACK 15.7 o 10 ' R E A R YA R D ( H A B I T A B L E ) SE T B A C K 10 ' R E A R YA R D GA R A G E SE T B A C K PR O P E R T Y LI N E ( S ) C.0 EX/PR C.0 EX/PR 1.0 EX/PR 1.0 EX/PR A.0 PR A.0 PR J.0 EX/PR 11.0 PR 11.0 PR 12.0 PR 12.0 PR 9.0 PR 9.0 PR 5.0 EX/PR 5.0 EX/PR L.0 PR L.0 PR M.0 PR M.0 PR 3.0 PR 3.0 PR 4.0 PR 4.0 PR 6.0 PR 6.0 PR 8.0 PR 8.0 PR 10.0 PR 10.0 PR 2.0 EX 2.0 EX 7.0 PR 7.0 PR E.0 PR E.0 PR B.0 PR B.0 PR K.0 PR K.0 PR D.0 PR D.0 PR J.0 EX/PR F.0 PR F.0 PR G.0 PR G.0 PR I.0 PR I.0 PR H.0 PR H.0 PR 1 HPC-3.004 PROPOSED ELEVATION/ SECTIONS - NORTH ELEVATION (121 BLEEKER) :: 121 WEST BLEEKER SCALE : 1/4" = 1'-0" ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / FINAL 2022 c 1 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 MEP ENGINEER Spacek Timbie + Blevins Engineering Inc. 82 East Beaver Creek Blvd., Suite 102 Avon, CO 81620 T: 303.900.8782 www.stbengineering.com LANDSCAPE ARCHITECT Connect 1 Design 350 Market Street; Unit 307 Basalt, Colorado 81621 T: 970.355.5457 www.connectonedesign.com HPC-3.004 PROPOSED HPC MAY 2022 ELEVATIONS 161 EA S T S I D E Y A R D AL L E Y S T A R T EA S T S I D E Y A R D PR O P E R T Y L I N E (S I D E A L L E Y ) 5' S I D E Y A R D S E T B A C K 5' S I D E Y A R D S E T B A C K WE S T S I D E Y A R D PR O P E R T Y L I N E 7894 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 SNOW BAR / BREAK SNOW BAR / BREAK 5 55 5 9 9 77 7 2 2 2 1 4 A.0 PR B.0 PR C.0 EX/PR D.0 PR E.0 PR F.0 PR G.0 PR H.0 PR I.0 PR J.0 EX/PR K.0 PR L.0 PR M.0 PR 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 5' SIDE YARD SETBACK LIGHT SHADED AREA REPRESENTS 6000 SF R-6 SETBACKS PER COA LAND USE CODE WASH DRY ELEVATOR SSP 36 x 60 UP L-001 Egress IRC Egress IRC STAIR TO MAIN L-002 MEDIA AREA / RECREATION ROOM L-002 BEDROOM HALLWAY L-005 LIGHTWELL L-002 LIGHTWELL L-002 A/V CLOSET RE F DW 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 PROJECTORINTEGRATED MEDIA / MILLWORK WALL (LARGE PROJECTION - 100"+) BUILT-IN MEDIA & STORAGE SHELVING SYSTEMS BU I L T - I N M E D I A & ST O R A G E SH E L V I N G S Y S T E M S BUILT-IN CLOSET & STORAGE SHELVING SYSTEMS BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S WI N E ST O R A G E 8' 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 MI R R O R MIRROR 24 T @ 1 1 " ( l a n d i n g s v . i . f . ) 25 R @ 6 - 1 / 2 " = 1 3 ' - 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 ) F U L L (2 ) T W I N LEGEND: N TRUE NORTH 15.9 o MATERIAL LIST: MATERIALS ELEVATION TAG: 1.PAINT LOCKED SEAMLESS PANELED METAL ROOFING WITH MATTE FINISH TO MATCH VERTICAL WOOD CEDAR FINISH (1). METAL 1.5" FLASH CAP UTILIZED WHEREVER NEEDED. 2.1 x 4 VERTICALLY APPLIED PAINTED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1" VERTICALLY INSET BATTEN DETAIL - PATTERN RANDOM. NAKAMOTO FORESTRY "SHOU SUGI BAN" SUYAKI OR GENDAI FINISH. ALTERNATE: STAINED CLEAR GRADE NUMBER 2 CEDAR SIDING VERTICAL 1 X 4 SHIPLAP APPLICATION. 3.TEMPERED GLASS SKYLIGHT CONDITIONS WITH STEEL FRAME CONSTRUCTION. DESIGN BASIS FOR ALL SKYLIGHTS TO BE THE JOCKIMO ANTI-SLIP CLASSIC GLASS GRIT WALKABLE SKYLIGHT. OPAQUE FINISH. AIA INDUSTRIES - DENVER. 4.BASALT GRANITE OR PORCELAIN PANEL WALL APPLICATION. POURED CONCRETE STAIR AND PATIO AREAS WITH CHAMFERED EDGE AND ACID ETCH FINISH. COLOUR T.B.D. ALTERNATE: BASALT GRANITE CUT STONE SLABS - FLAMED FINISH- 2-1/4 " THICK MINIMUM. 5. PROPOSED GLAZING & DOOR SYSTEMS. BASIS OF DESIGN : HOPE'S THERMAL EVOLUTION SERIES STEEL AND GLASS DOORS. GLAZING BASIS OF DESIGN VIRICON INSULATED GLASS GLAZING. ALTERNATE : PANORAMAH AH!60 PERFORMANCE SERIES. HIGH ALTITUDE GLAZING SYSTEM WITH ANODIZED ALUMINUM FRAME FINISH. ALL NEW WINDOWS AND SKYLIGHTS WILL HAVE A FACTORY APPLIED NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. ALL GLAZING SHALL BE TEMPERED SAFETY GLAZING U.O.N. DOOR FOR BREEZEWAY AREA TO BE PIVOT DOOR CONSTRUCTION - NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. 6.CEDAR WOOD SHINGLE ROOF APPLICATION. NATURAL FINISH WITH TRADITIONAL INSTALLATION PER ASPEN HPC REQUIREMENTS. CLASS "A"FIRE RATED BASE ASSEMBLY 7.1 x 4 VERTICALLY APPLIED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1" SHADOW PROTRUSION DETAIL. 8.COLORADO BUFF SPLITFACE DRYSTACK STONE APPLICATION. MOCKUP OF STONE TO BE APPROVED BY DESIGNER AND OWNER PROR TO FULL COMMENCEMENT. 9.1 x 4 HORIZONTALLY APPLIED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1/2" SHADOW REVEAL DETAIL. 10.HYDROTECH EXTENSIVE GREEN ROOF SYSTEM OR EQUIVALENT. 9" MAX. ASSEMBLY DEPTH 11.5" (V.I.F.) HORIZONTALLY APPLIED PAINTED WOOD TRADITIONAL / CLAPBOARD LAP SIDING W/ 8" INSET PATTERN SET BOARDS AS EXISTING. 5" VERTICAL CORNER BOARD TERMINATIONS. ALL REPAIR / REPLACEMENT AS APPROVED BY THE ASPEN HPC TO MATCH EXISTING CONDITIONS. RESTORATION OF WEST AND SOUTH FACADE WALL AREAS AS REQUIRED TO RESTORE INTENDED PATTERN OF EXISTING CONDITIONS TO THE WEST AND EAST FACADES ALONG CORNERS ESTABLISHED BY GRID-LINE 5.0 / EX-PR. 12.GENERAL NOTE: ALL HISTORICAL WINDOWS TO BE RESTORED / REPAIRED AS NECESSARY BY AN HPC APPROVED SUBCONTRACT ENTITY. ASPEN RESTORATION COMPANY AND/ OR PHOENIX RESTORATION RECOMMENDED FOR ALL HISTORICAL WINDOW AND DOOR CONSIDERATIONS. 13.GENERAL NOTE: ALL ORNATE DETAILING SPECIFIC TO EXISTING HISTORICAL VICTORIAN TO BE MAINTAINED. REPAIR AND REPLACE ELEMENTS AS DETERMINED NECESSARY PER ALL ASPEN HPC APPROVALS. MATCH EXISTING CONDITIONS WHEREVER POSSIBLE. 14.HORIZONTALLY APPLIED TRADITIONAL OCTAGONAL SCALLOP PAINTED WOOD SHINGLE. AS NECESSARY REPAIR AND/ OR REPLACE PER HPC APPROVAL REQUIREMENTS. 15.15 GAUGE HOT ROLLED STEEL PANEL PLANTER WITH BLUE STEEL FINISH - LIGHTWELLS / PLANTERS 16.GENERAL NOTE: PAINTED WOOD FASCIA AND SOFFIT CONDITIONS. MATCH EXISTING HISTORICAL CONSTRUCTION AS NECESSARY SHOULD REPAIR / REPLACEMENT BE NECESSARY. ROOF & FLASHING - EXTRA DARK BRONZE - ANO 304 ANTHRA ZINC 17.FIREPLACE FLUE / VENT SHROUD - METAL FRAME AUTOMOTIVE PAINT LOCK FINISH (BLACK) WITH MCNICHOLS DESIGNER PERFORATED ALUMINUM METAL SCREEN PANELS - DIAMOND PATTERN / GRECIAN ALLOY TYPE 3003-H14 - MILL FINISH. 18.RESTORE EXISTING MASONRY CHIMNEY AND ELEMENTS AS NECESSARY PER HISTORICAL INFORMATION AS BECOMES KNOWN WINDOW TAG 1 A A WINDOW TAG LIGHTING / FIXTURE LOCATE 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). KEY PLANNOTES: 1.FOR DOOR AND WINDOW SCHEDULES SEE A-10.00 SERIES 1.TAG BELOW RESPECTIVE ELEVATION HPC PROVISIONS: E l e v :: A 75'-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 ' - 8 3 8" 24 ' - 0 5 8" 7' - 3 " 2' - 3 " 49 ' 37 ' 12 ' 18'-17 8" 5' - 9 " 5' - 2 7 8" 5' - 1 0 11 16 " 18'-15 8"5'-35 8" EAST SIDE YARD ALLEY - PUBLIC ROW LINE OF CONNECTOR MASSING ABOVE SKYLIGHT ABOVE NI C H E THEATER AREA L-003 14'-7" 14'-10"13'-7" 5' PR O P E R T Y LI N E ( N ) 10 ' F R O N T YA R D SE T B A C K 5' SIDE YARD SETBACK PROPERTY LINE (E) PROPERTY LINE (W) 5' SIDE YARD SETBACK 15.7 o 10 ' R E A R YA R D ( H A B I T A B L E ) SE T B A C K 10 ' R E A R YA R D GA R A G E SE T B A C K PR O P E R T Y LI N E ( S ) C.0 EX/PR C.0 EX/PR 1.0 EX/PR 1.0 EX/PR A.0 PR A.0 PR J.0 EX/PR 11.0 PR 11.0 PR 12.0 PR 12.0 PR 9.0 PR 9.0 PR 5.0 EX/PR 5.0 EX/PR L.0 PR L.0 PR M.0 PR M.0 PR 3.0 PR 3.0 PR 4.0 PR 4.0 PR 6.0 PR 6.0 PR 8.0 PR 8.0 PR 10.0 PR 10.0 PR 2.0 EX 2.0 EX 7.0 PR 7.0 PR E.0 PR E.0 PR B.0 PR B.0 PR K.0 PR K.0 PR D.0 PR D.0 PR J.0 EX/PR F.0 PR F.0 PR G.0 PR G.0 PR I.0 PR I.0 PR H.0 PR H.0 PR ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / FINAL 2022 c 1 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 MEP ENGINEER Spacek Timbie + Blevins Engineering Inc. 82 East Beaver Creek Blvd., Suite 102 Avon, CO 81620 T: 303.900.8782 www.stbengineering.com LANDSCAPE ARCHITECT Connect 1 Design 350 Market Street; Unit 307 Basalt, Colorado 81621 T: 970.355.5457 www.connectonedesign.com HPC-3.005 1 HPC-3.005 PROPOSED ELEVATION/ SECTIONS - NORTH ELEVATION (INTERIOR : CONNECTOR / ADDITION) :: 121 WEST BLEEKER SCALE : 1/4" = 1'-0" PROPOSED HPC MAY 2022 ELEVATIONS 162 7894 PR O P E R T Y L I N E 7894 7895.4 ALLEY ASPHALT RE A R Y A R D PR O P E R T Y L I N E 5' R E A R Y A R D SE T B A C K ( G A R A G E ) 10 ' R E A R Y A R D S E T B A C K (H A B I T A B L E ) 10 ' F R O N T Y A R D SE T B A C K 7895 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.) 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 E L E C T R I C GA S SNOW BAR / BREAK SNOW BAR / BREAK 12 12 12 12 14 14 5 5 5 5 5 11 11 6 6 9 9 9 7 7 2 13 13 1.0 EX/PR 11.0 PR 12.0 PR 9.0 PR 5.0 EX/PR 3.0 PR 4.0 PR 6.0 PR 8.0 PR 10.0 PR 2.0 EX 7.0 PR 17 18 13 8 10 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 5' SIDE YARD SETBACK LIGHT SHADED AREA REPRESENTS 6000 SF R-6 SETBACKS PER COA LAND USE CODE WASH DRY ELEVATOR SSP 36 x 60 UP L-001 Egress IRC Egress IRC STAIR TO MAIN L-002 MEDIA AREA / RECREATION ROOM L-002 BEDROOM HALLWAY L-005 LIGHTWELL L-002 LIGHTWELL L-002 A/V CLOSET RE F DW 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 PROJECTORINTEGRATED MEDIA / MILLWORK WALL (LARGE PROJECTION - 100"+) BUILT-IN MEDIA & STORAGE SHELVING SYSTEMS BU I L T - I N M E D I A & ST O R A G E SH E L V I N G S Y S T E M S BUILT-IN CLOSET & STORAGE SHELVING SYSTEMS BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S WI N E ST O R A G E 8' 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 MI R R O R MIRROR 24 T @ 1 1 " ( l a n d i n g s v . i . f . ) 25 R @ 6 - 1 / 2 " = 1 3 ' - 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 ) F U L L (2 ) T W I N LEGEND: N TRUE NORTH 15.9 o MATERIAL LIST: MATERIALS ELEVATION TAG: 1.PAINT LOCKED SEAMLESS PANELED METAL ROOFING WITH MATTE FINISH TO MATCH VERTICAL WOOD CEDAR FINISH (1). METAL 1.5" FLASH CAP UTILIZED WHEREVER NEEDED. 2.1 x 4 VERTICALLY APPLIED PAINTED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1" VERTICALLY INSET BATTEN DETAIL - PATTERN RANDOM. NAKAMOTO FORESTRY "SHOU SUGI BAN" SUYAKI OR GENDAI FINISH. ALTERNATE: STAINED CLEAR GRADE NUMBER 2 CEDAR SIDING VERTICAL 1 X 4 SHIPLAP APPLICATION. 3.TEMPERED GLASS SKYLIGHT CONDITIONS WITH STEEL FRAME CONSTRUCTION. DESIGN BASIS FOR ALL SKYLIGHTS TO BE THE JOCKIMO ANTI-SLIP CLASSIC GLASS GRIT WALKABLE SKYLIGHT. OPAQUE FINISH. AIA INDUSTRIES - DENVER. 4.BASALT GRANITE OR PORCELAIN PANEL WALL APPLICATION. POURED CONCRETE STAIR AND PATIO AREAS WITH CHAMFERED EDGE AND ACID ETCH FINISH. COLOUR T.B.D. ALTERNATE: BASALT GRANITE CUT STONE SLABS - FLAMED FINISH- 2-1/4 " THICK MINIMUM. 5. PROPOSED GLAZING & DOOR SYSTEMS. BASIS OF DESIGN : HOPE'S THERMAL EVOLUTION SERIES STEEL AND GLASS DOORS. GLAZING BASIS OF DESIGN VIRICON INSULATED GLASS GLAZING. ALTERNATE : PANORAMAH AH!60 PERFORMANCE SERIES. HIGH ALTITUDE GLAZING SYSTEM WITH ANODIZED ALUMINUM FRAME FINISH. ALL NEW WINDOWS AND SKYLIGHTS WILL HAVE A FACTORY APPLIED NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. ALL GLAZING SHALL BE TEMPERED SAFETY GLAZING U.O.N. DOOR FOR BREEZEWAY AREA TO BE PIVOT DOOR CONSTRUCTION - NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. 6.CEDAR WOOD SHINGLE ROOF APPLICATION. NATURAL FINISH WITH TRADITIONAL INSTALLATION PER ASPEN HPC REQUIREMENTS. CLASS "A"FIRE RATED BASE ASSEMBLY 7.1 x 4 VERTICALLY APPLIED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1" SHADOW PROTRUSION DETAIL. 8.COLORADO BUFF SPLITFACE DRYSTACK STONE APPLICATION. MOCKUP OF STONE TO BE APPROVED BY DESIGNER AND OWNER PROR TO FULL COMMENCEMENT. 9.1 x 4 HORIZONTALLY APPLIED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1/2" SHADOW REVEAL DETAIL. 10.HYDROTECH EXTENSIVE GREEN ROOF SYSTEM OR EQUIVALENT. 9" MAX. ASSEMBLY DEPTH 11.5" (V.I.F.) HORIZONTALLY APPLIED PAINTED WOOD TRADITIONAL / CLAPBOARD LAP SIDING W/ 8" INSET PATTERN SET BOARDS AS EXISTING. 5" VERTICAL CORNER BOARD TERMINATIONS. ALL REPAIR / REPLACEMENT AS APPROVED BY THE ASPEN HPC TO MATCH EXISTING CONDITIONS. RESTORATION OF WEST AND SOUTH FACADE WALL AREAS AS REQUIRED TO RESTORE INTENDED PATTERN OF EXISTING CONDITIONS TO THE WEST AND EAST FACADES ALONG CORNERS ESTABLISHED BY GRID-LINE 5.0 / EX-PR. 12.GENERAL NOTE: ALL HISTORICAL WINDOWS TO BE RESTORED / REPAIRED AS NECESSARY BY AN HPC APPROVED SUBCONTRACT ENTITY. ASPEN RESTORATION COMPANY AND/ OR PHOENIX RESTORATION RECOMMENDED FOR ALL HISTORICAL WINDOW AND DOOR CONSIDERATIONS. 13.GENERAL NOTE: ALL ORNATE DETAILING SPECIFIC TO EXISTING HISTORICAL VICTORIAN TO BE MAINTAINED. REPAIR AND REPLACE ELEMENTS AS DETERMINED NECESSARY PER ALL ASPEN HPC APPROVALS. MATCH EXISTING CONDITIONS WHEREVER POSSIBLE. 14.HORIZONTALLY APPLIED TRADITIONAL OCTAGONAL SCALLOP PAINTED WOOD SHINGLE. AS NECESSARY REPAIR AND/ OR REPLACE PER HPC APPROVAL REQUIREMENTS. 15.15 GAUGE HOT ROLLED STEEL PANEL PLANTER WITH BLUE STEEL FINISH - LIGHTWELLS / PLANTERS 16.GENERAL NOTE: PAINTED WOOD FASCIA AND SOFFIT CONDITIONS. MATCH EXISTING HISTORICAL CONSTRUCTION AS NECESSARY SHOULD REPAIR / REPLACEMENT BE NECESSARY. ROOF & FLASHING - EXTRA DARK BRONZE - ANO 304 ANTHRA ZINC 17.FIREPLACE FLUE / VENT SHROUD - METAL FRAME AUTOMOTIVE PAINT LOCK FINISH (BLACK) WITH MCNICHOLS DESIGNER PERFORATED ALUMINUM METAL SCREEN PANELS - DIAMOND PATTERN / GRECIAN ALLOY TYPE 3003-H14 - MILL FINISH. 18.RESTORE EXISTING MASONRY CHIMNEY AND ELEMENTS AS NECESSARY PER HISTORICAL INFORMATION AS BECOMES KNOWN WINDOW TAG 1 A A WINDOW TAG LIGHTING / FIXTURE LOCATE 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). KEY PLANNOTES: 1.FOR DOOR AND WINDOW SCHEDULES SEE A-10.00 SERIES 1.TAG BELOW RESPECTIVE ELEVATION HPC PROVISIONS: E l e v :: A 75'-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 ' - 8 3 8" 24 ' - 0 5 8" 7' - 3 " 2' - 3 " 49 ' 37 ' 12 ' 18'-17 8" 5' - 9 " 5' - 2 7 8" 5' - 1 0 11 16 " 18'-15 8"5'-35 8" EAST SIDE YARD ALLEY - PUBLIC ROW LINE OF CONNECTOR MASSING ABOVE SKYLIGHT ABOVE NI C H E THEATER AREA L-003 14'-7" 14'-10"13'-7" 5' PR O P E R T Y LI N E ( N ) 10 ' F R O N T YA R D SE T B A C K 5' SIDE YARD SETBACK PROPERTY LINE (E) PROPERTY LINE (W) 5' SIDE YARD SETBACK 15.7 o 10 ' R E A R YA R D ( H A B I T A B L E ) SE T B A C K 10 ' R E A R YA R D GA R A G E SE T B A C K PR O P E R T Y LI N E ( S ) C.0 EX/PR C.0 EX/PR 1.0 EX/PR 1.0 EX/PR A.0 PR A.0 PR J.0 EX/PR 11.0 PR 11.0 PR 12.0 PR 12.0 PR 9.0 PR 9.0 PR 5.0 EX/PR 5.0 EX/PR L.0 PR L.0 PR M.0 PR M.0 PR 3.0 PR 3.0 PR 4.0 PR 4.0 PR 6.0 PR 6.0 PR 8.0 PR 8.0 PR 10.0 PR 10.0 PR 2.0 EX 2.0 EX 7.0 PR 7.0 PR E.0 PR E.0 PR B.0 PR B.0 PR K.0 PR K.0 PR D.0 PR D.0 PR J.0 EX/PR F.0 PR F.0 PR G.0 PR G.0 PR I.0 PR I.0 PR H.0 PR H.0 PR ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / FINAL 2022 c 1 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 MEP ENGINEER Spacek Timbie + Blevins Engineering Inc. 82 East Beaver Creek Blvd., Suite 102 Avon, CO 81620 T: 303.900.8782 www.stbengineering.com LANDSCAPE ARCHITECT Connect 1 Design 350 Market Street; Unit 307 Basalt, Colorado 81621 T: 970.355.5457 www.connectonedesign.com HPC-3.006 PROPOSED HPC MAY 2022 ELEVATIONS 1 HPC-3.006 PROPOSED ELEVATION/ SECTIONS - WEST ELEVATION (NEIGHBORING) :: 121 WEST BLEEKER SCALE : 1/4" = 1'-0" 163 RE A R Y A R D PR O P E R T Y L I N E 5' R E A R Y A R D SE T B A C K ( G A R A G E ) 10 ' R E A R Y A R D S E T B A C K (H A B I T A B L E ) 25' R-6 Height Limit 10 ' F R O N T Y A R D SE T B A C K PR O P E R T Y L I N E 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.) 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.) 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 SNOW BAR / BREAK SNOW BAR / BREAK SNOW BAR / BREAK VENT PIPE VENT PIPE EP EP 12 12 12 14 14 14 5 5 5 5 5 5 11 11 6 6 6 17 9 9 7 7 2 2 2 18 13 13 13 13 1.0 EX/PR 11.0 PR 12.0 PR 9.0 PR 5.0 EX/PR 3.0 PR 4.0 PR 6.0 PR 8.0 PR 10.0 PR 2.0 EX 7.0 PR 13 3 3 8 8 10 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 5' SIDE YARD SETBACK LIGHT SHADED AREA REPRESENTS 6000 SF R-6 SETBACKS PER COA LAND USE CODE WASH DRY ELEVATOR SSP 36 x 60 UP L-001 Egress IRC Egress IRC STAIR TO MAIN L-002 MEDIA AREA / RECREATION ROOM L-002 BEDROOM HALLWAY L-005 LIGHTWELL L-002 LIGHTWELL L-002 A/V CLOSET RE F DW 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 PROJECTORINTEGRATED MEDIA / MILLWORK WALL (LARGE PROJECTION - 100"+) BUILT-IN MEDIA & STORAGE SHELVING SYSTEMS BU I L T - I N M E D I A & ST O R A G E SH E L V I N G S Y S T E M S BUILT-IN CLOSET & STORAGE SHELVING SYSTEMS BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S WI N E ST O R A G E 8' 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 MI R R O R MIRROR 24 T @ 1 1 " ( l a n d i n g s v . i . f . ) 25 R @ 6 - 1 / 2 " = 1 3 ' - 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 ) F U L L (2 ) T W I N LEGEND: N TRUE NORTH 15.9 o MATERIAL LIST: MATERIALS ELEVATION TAG: 1.PAINT LOCKED SEAMLESS PANELED METAL ROOFING WITH MATTE FINISH TO MATCH VERTICAL WOOD CEDAR FINISH (1). METAL 1.5" FLASH CAP UTILIZED WHEREVER NEEDED. 2.1 x 4 VERTICALLY APPLIED PAINTED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1" VERTICALLY INSET BATTEN DETAIL - PATTERN RANDOM. NAKAMOTO FORESTRY "SHOU SUGI BAN" SUYAKI OR GENDAI FINISH. ALTERNATE: STAINED CLEAR GRADE NUMBER 2 CEDAR SIDING VERTICAL 1 X 4 SHIPLAP APPLICATION. 3.TEMPERED GLASS SKYLIGHT CONDITIONS WITH STEEL FRAME CONSTRUCTION. DESIGN BASIS FOR ALL SKYLIGHTS TO BE THE JOCKIMO ANTI-SLIP CLASSIC GLASS GRIT WALKABLE SKYLIGHT. OPAQUE FINISH. AIA INDUSTRIES - DENVER. 4.BASALT GRANITE OR PORCELAIN PANEL WALL APPLICATION. POURED CONCRETE STAIR AND PATIO AREAS WITH CHAMFERED EDGE AND ACID ETCH FINISH. COLOUR T.B.D. ALTERNATE: BASALT GRANITE CUT STONE SLABS - FLAMED FINISH- 2-1/4 " THICK MINIMUM. 5. PROPOSED GLAZING & DOOR SYSTEMS. BASIS OF DESIGN : HOPE'S THERMAL EVOLUTION SERIES STEEL AND GLASS DOORS. GLAZING BASIS OF DESIGN VIRICON INSULATED GLASS GLAZING. ALTERNATE : PANORAMAH AH!60 PERFORMANCE SERIES. HIGH ALTITUDE GLAZING SYSTEM WITH ANODIZED ALUMINUM FRAME FINISH. ALL NEW WINDOWS AND SKYLIGHTS WILL HAVE A FACTORY APPLIED NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. ALL GLAZING SHALL BE TEMPERED SAFETY GLAZING U.O.N. DOOR FOR BREEZEWAY AREA TO BE PIVOT DOOR CONSTRUCTION - NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. 6.CEDAR WOOD SHINGLE ROOF APPLICATION. NATURAL FINISH WITH TRADITIONAL INSTALLATION PER ASPEN HPC REQUIREMENTS. CLASS "A"FIRE RATED BASE ASSEMBLY 7.1 x 4 VERTICALLY APPLIED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1" SHADOW PROTRUSION DETAIL. 8.COLORADO BUFF SPLITFACE DRYSTACK STONE APPLICATION. MOCKUP OF STONE TO BE APPROVED BY DESIGNER AND OWNER PROR TO FULL COMMENCEMENT. 9.1 x 4 HORIZONTALLY APPLIED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1/2" SHADOW REVEAL DETAIL. 10.HYDROTECH EXTENSIVE GREEN ROOF SYSTEM OR EQUIVALENT. 9" MAX. ASSEMBLY DEPTH 11.5" (V.I.F.) HORIZONTALLY APPLIED PAINTED WOOD TRADITIONAL / CLAPBOARD LAP SIDING W/ 8" INSET PATTERN SET BOARDS AS EXISTING. 5" VERTICAL CORNER BOARD TERMINATIONS. ALL REPAIR / REPLACEMENT AS APPROVED BY THE ASPEN HPC TO MATCH EXISTING CONDITIONS. RESTORATION OF WEST AND SOUTH FACADE WALL AREAS AS REQUIRED TO RESTORE INTENDED PATTERN OF EXISTING CONDITIONS TO THE WEST AND EAST FACADES ALONG CORNERS ESTABLISHED BY GRID-LINE 5.0 / EX-PR. 12.GENERAL NOTE: ALL HISTORICAL WINDOWS TO BE RESTORED / REPAIRED AS NECESSARY BY AN HPC APPROVED SUBCONTRACT ENTITY. ASPEN RESTORATION COMPANY AND/ OR PHOENIX RESTORATION RECOMMENDED FOR ALL HISTORICAL WINDOW AND DOOR CONSIDERATIONS. 13.GENERAL NOTE: ALL ORNATE DETAILING SPECIFIC TO EXISTING HISTORICAL VICTORIAN TO BE MAINTAINED. REPAIR AND REPLACE ELEMENTS AS DETERMINED NECESSARY PER ALL ASPEN HPC APPROVALS. MATCH EXISTING CONDITIONS WHEREVER POSSIBLE. 14.HORIZONTALLY APPLIED TRADITIONAL OCTAGONAL SCALLOP PAINTED WOOD SHINGLE. AS NECESSARY REPAIR AND/ OR REPLACE PER HPC APPROVAL REQUIREMENTS. 15.15 GAUGE HOT ROLLED STEEL PANEL PLANTER WITH BLUE STEEL FINISH - LIGHTWELLS / PLANTERS 16.GENERAL NOTE: PAINTED WOOD FASCIA AND SOFFIT CONDITIONS. MATCH EXISTING HISTORICAL CONSTRUCTION AS NECESSARY SHOULD REPAIR / REPLACEMENT BE NECESSARY. ROOF & FLASHING - EXTRA DARK BRONZE - ANO 304 ANTHRA ZINC 17.FIREPLACE FLUE / VENT SHROUD - METAL FRAME AUTOMOTIVE PAINT LOCK FINISH (BLACK) WITH MCNICHOLS DESIGNER PERFORATED ALUMINUM METAL SCREEN PANELS - DIAMOND PATTERN / GRECIAN ALLOY TYPE 3003-H14 - MILL FINISH. 18.RESTORE EXISTING MASONRY CHIMNEY AND ELEMENTS AS NECESSARY PER HISTORICAL INFORMATION AS BECOMES KNOWN WINDOW TAG 1 A A WINDOW TAG LIGHTING / FIXTURE LOCATE 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). KEY PLANNOTES: 1.FOR DOOR AND WINDOW SCHEDULES SEE A-10.00 SERIES 1.TAG BELOW RESPECTIVE ELEVATION HPC PROVISIONS: E l e v :: A 75'-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 ' - 8 3 8" 24 ' - 0 5 8" 7' - 3 " 2' - 3 " 49 ' 37 ' 12 ' 18'-17 8" 5' - 9 " 5' - 2 7 8" 5' - 1 0 11 16 " 18'-15 8"5'-35 8" EAST SIDE YARD ALLEY - PUBLIC ROW LINE OF CONNECTOR MASSING ABOVE SKYLIGHT ABOVE NI C H E THEATER AREA L-003 14'-7" 14'-10"13'-7" 5' PR O P E R T Y LI N E ( N ) 10 ' F R O N T YA R D SE T B A C K 5' SIDE YARD SETBACK PROPERTY LINE (E) PROPERTY LINE (W) 5' SIDE YARD SETBACK 15.7 o 10 ' R E A R YA R D ( H A B I T A B L E ) SE T B A C K 10 ' R E A R YA R D GA R A G E SE T B A C K PR O P E R T Y LI N E ( S ) C.0 EX/PR C.0 EX/PR 1.0 EX/PR 1.0 EX/PR A.0 PR A.0 PR J.0 EX/PR 11.0 PR 11.0 PR 12.0 PR 12.0 PR 9.0 PR 9.0 PR 5.0 EX/PR 5.0 EX/PR L.0 PR L.0 PR M.0 PR M.0 PR 3.0 PR 3.0 PR 4.0 PR 4.0 PR 6.0 PR 6.0 PR 8.0 PR 8.0 PR 10.0 PR 10.0 PR 2.0 EX 2.0 EX 7.0 PR 7.0 PR E.0 PR E.0 PR B.0 PR B.0 PR K.0 PR K.0 PR D.0 PR D.0 PR J.0 EX/PR F.0 PR F.0 PR G.0 PR G.0 PR I.0 PR I.0 PR H.0 PR H.0 PR ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / FINAL 2022 c 1 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 MEP ENGINEER Spacek Timbie + Blevins Engineering Inc. 82 East Beaver Creek Blvd., Suite 102 Avon, CO 81620 T: 303.900.8782 www.stbengineering.com LANDSCAPE ARCHITECT Connect 1 Design 350 Market Street; Unit 307 Basalt, Colorado 81621 T: 970.355.5457 www.connectonedesign.com HPC-3.007 PROPOSED HPC MAY 2022 ELEVATIONS 1 HPC-3.007 PROPOSED ELEVATION/ SECTIONS - EAST ELEVATION (SIDE ALLEY) :: 121 WEST BLEEKER SCALE : 1/4" = 1'-0" 164 WE S T S I D E Y A R D PR O P E R T Y L I N E 5' S I D E Y A R D S E T B A C K 5' S I D E Y A R D S E T B A C K EA S T S I D E Y A R D PR O P E R T Y L I N E (S I D E A L L E Y ) EA S T S I D E Y A R D AL L E Y S T A R T 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.) 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.) EP EP VENT PIPE 14 14 12 12 11 11 6 6 6 6 18 A.0 PR B.0 PR C.0 EX/PR D.0 PR E.0 PR F.0 PR G.0 PR H.0 PR I.0 PR J.0 EX/PR K.0 PR L.0 PR M.0 PR 10 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 5' SIDE YARD SETBACK LIGHT SHADED AREA REPRESENTS 6000 SF R-6 SETBACKS PER COA LAND USE CODE WASH DRY ELEVATOR SSP 36 x 60 UP L-001 Egress IRC Egress IRC STAIR TO MAIN L-002 MEDIA AREA / RECREATION ROOM L-002 BEDROOM HALLWAY L-005 LIGHTWELL L-002 LIGHTWELL L-002 A/V CLOSET RE F DW 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 PROJECTORINTEGRATED MEDIA / MILLWORK WALL (LARGE PROJECTION - 100"+) BUILT-IN MEDIA & STORAGE SHELVING SYSTEMS BU I L T - I N M E D I A & ST O R A G E SH E L V I N G S Y S T E M S BUILT-IN CLOSET & STORAGE SHELVING SYSTEMS BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S WI N E ST O R A G E 8' 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 MI R R O R MIRROR 24 T @ 1 1 " ( l a n d i n g s v . i . f . ) 25 R @ 6 - 1 / 2 " = 1 3 ' - 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 ) F U L L (2 ) T W I N LEGEND: N TRUE NORTH 15.9 o MATERIAL LIST: MATERIALS ELEVATION TAG: 1.PAINT LOCKED SEAMLESS PANELED METAL ROOFING WITH MATTE FINISH TO MATCH VERTICAL WOOD CEDAR FINISH (1). METAL 1.5" FLASH CAP UTILIZED WHEREVER NEEDED. 2.1 x 4 VERTICALLY APPLIED PAINTED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1" VERTICALLY INSET BATTEN DETAIL - PATTERN RANDOM. NAKAMOTO FORESTRY "SHOU SUGI BAN" SUYAKI OR GENDAI FINISH. ALTERNATE: STAINED CLEAR GRADE NUMBER 2 CEDAR SIDING VERTICAL 1 X 4 SHIPLAP APPLICATION. 3.TEMPERED GLASS SKYLIGHT CONDITIONS WITH STEEL FRAME CONSTRUCTION. DESIGN BASIS FOR ALL SKYLIGHTS TO BE THE JOCKIMO ANTI-SLIP CLASSIC GLASS GRIT WALKABLE SKYLIGHT. OPAQUE FINISH. AIA INDUSTRIES - DENVER. 4.BASALT GRANITE OR PORCELAIN PANEL WALL APPLICATION. POURED CONCRETE STAIR AND PATIO AREAS WITH CHAMFERED EDGE AND ACID ETCH FINISH. COLOUR T.B.D. ALTERNATE: BASALT GRANITE CUT STONE SLABS - FLAMED FINISH- 2-1/4 " THICK MINIMUM. 5. PROPOSED GLAZING & DOOR SYSTEMS. BASIS OF DESIGN : HOPE'S THERMAL EVOLUTION SERIES STEEL AND GLASS DOORS. GLAZING BASIS OF DESIGN VIRICON INSULATED GLASS GLAZING. ALTERNATE : PANORAMAH AH!60 PERFORMANCE SERIES. HIGH ALTITUDE GLAZING SYSTEM WITH ANODIZED ALUMINUM FRAME FINISH. ALL NEW WINDOWS AND SKYLIGHTS WILL HAVE A FACTORY APPLIED NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. ALL GLAZING SHALL BE TEMPERED SAFETY GLAZING U.O.N. DOOR FOR BREEZEWAY AREA TO BE PIVOT DOOR CONSTRUCTION - NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. 6.CEDAR WOOD SHINGLE ROOF APPLICATION. NATURAL FINISH WITH TRADITIONAL INSTALLATION PER ASPEN HPC REQUIREMENTS. CLASS "A"FIRE RATED BASE ASSEMBLY 7.1 x 4 VERTICALLY APPLIED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1" SHADOW PROTRUSION DETAIL. 8.COLORADO BUFF SPLITFACE DRYSTACK STONE APPLICATION. MOCKUP OF STONE TO BE APPROVED BY DESIGNER AND OWNER PROR TO FULL COMMENCEMENT. 9.1 x 4 HORIZONTALLY APPLIED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1/2" SHADOW REVEAL DETAIL. 10.HYDROTECH EXTENSIVE GREEN ROOF SYSTEM OR EQUIVALENT. 9" MAX. ASSEMBLY DEPTH 11.5" (V.I.F.) HORIZONTALLY APPLIED PAINTED WOOD TRADITIONAL / CLAPBOARD LAP SIDING W/ 8" INSET PATTERN SET BOARDS AS EXISTING. 5" VERTICAL CORNER BOARD TERMINATIONS. ALL REPAIR / REPLACEMENT AS APPROVED BY THE ASPEN HPC TO MATCH EXISTING CONDITIONS. RESTORATION OF WEST AND SOUTH FACADE WALL AREAS AS REQUIRED TO RESTORE INTENDED PATTERN OF EXISTING CONDITIONS TO THE WEST AND EAST FACADES ALONG CORNERS ESTABLISHED BY GRID-LINE 5.0 / EX-PR. 12.GENERAL NOTE: ALL HISTORICAL WINDOWS TO BE RESTORED / REPAIRED AS NECESSARY BY AN HPC APPROVED SUBCONTRACT ENTITY. ASPEN RESTORATION COMPANY AND/ OR PHOENIX RESTORATION RECOMMENDED FOR ALL HISTORICAL WINDOW AND DOOR CONSIDERATIONS. 13.GENERAL NOTE: ALL ORNATE DETAILING SPECIFIC TO EXISTING HISTORICAL VICTORIAN TO BE MAINTAINED. REPAIR AND REPLACE ELEMENTS AS DETERMINED NECESSARY PER ALL ASPEN HPC APPROVALS. MATCH EXISTING CONDITIONS WHEREVER POSSIBLE. 14.HORIZONTALLY APPLIED TRADITIONAL OCTAGONAL SCALLOP PAINTED WOOD SHINGLE. AS NECESSARY REPAIR AND/ OR REPLACE PER HPC APPROVAL REQUIREMENTS. 15.15 GAUGE HOT ROLLED STEEL PANEL PLANTER WITH BLUE STEEL FINISH - LIGHTWELLS / PLANTERS 16.GENERAL NOTE: PAINTED WOOD FASCIA AND SOFFIT CONDITIONS. MATCH EXISTING HISTORICAL CONSTRUCTION AS NECESSARY SHOULD REPAIR / REPLACEMENT BE NECESSARY. ROOF & FLASHING - EXTRA DARK BRONZE - ANO 304 ANTHRA ZINC 17.FIREPLACE FLUE / VENT SHROUD - METAL FRAME AUTOMOTIVE PAINT LOCK FINISH (BLACK) WITH MCNICHOLS DESIGNER PERFORATED ALUMINUM METAL SCREEN PANELS - DIAMOND PATTERN / GRECIAN ALLOY TYPE 3003-H14 - MILL FINISH. 18.RESTORE EXISTING MASONRY CHIMNEY AND ELEMENTS AS NECESSARY PER HISTORICAL INFORMATION AS BECOMES KNOWN WINDOW TAG 1 A A WINDOW TAG LIGHTING / FIXTURE LOCATE 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). KEY PLANNOTES: 1.FOR DOOR AND WINDOW SCHEDULES SEE A-10.00 SERIES 1.TAG BELOW RESPECTIVE ELEVATION HPC PROVISIONS: E l e v :: A 75'-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 ' - 8 3 8" 24 ' - 0 5 8" 7' - 3 " 2' - 3 " 49 ' 37 ' 12 ' 18'-17 8" 5' - 9 " 5' - 2 7 8" 5' - 1 0 11 16 " 18'-15 8"5'-35 8" EAST SIDE YARD ALLEY - PUBLIC ROW LINE OF CONNECTOR MASSING ABOVE SKYLIGHT ABOVE NI C H E THEATER AREA L-003 14'-7" 14'-10"13'-7" 5' PR O P E R T Y LI N E ( N ) 10 ' F R O N T YA R D SE T B A C K 5' SIDE YARD SETBACK PROPERTY LINE (E) PROPERTY LINE (W) 5' SIDE YARD SETBACK 15.7 o 10 ' R E A R YA R D ( H A B I T A B L E ) SE T B A C K 10 ' R E A R YA R D GA R A G E SE T B A C K PR O P E R T Y LI N E ( S ) C.0 EX/PR C.0 EX/PR 1.0 EX/PR 1.0 EX/PR A.0 PR A.0 PR J.0 EX/PR 11.0 PR 11.0 PR 12.0 PR 12.0 PR 9.0 PR 9.0 PR 5.0 EX/PR 5.0 EX/PR L.0 PR L.0 PR M.0 PR M.0 PR 3.0 PR 3.0 PR 4.0 PR 4.0 PR 6.0 PR 6.0 PR 8.0 PR 8.0 PR 10.0 PR 10.0 PR 2.0 EX 2.0 EX 7.0 PR 7.0 PR E.0 PR E.0 PR B.0 PR B.0 PR K.0 PR K.0 PR D.0 PR D.0 PR J.0 EX/PR F.0 PR F.0 PR G.0 PR G.0 PR I.0 PR I.0 PR H.0 PR H.0 PR ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / FINAL 2022 c 1 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 MEP ENGINEER Spacek Timbie + Blevins Engineering Inc. 82 East Beaver Creek Blvd., Suite 102 Avon, CO 81620 T: 303.900.8782 www.stbengineering.com LANDSCAPE ARCHITECT Connect 1 Design 350 Market Street; Unit 307 Basalt, Colorado 81621 T: 970.355.5457 www.connectonedesign.com HPC-3.008 PROPOSED HPC MAY 2022 ELEVATIONS 1 HPC-3.008 PROPOSED ELEVATION/ SECTIONS - SOUTH ELEVATION (INTERIOR : HISTORIC VICTORIAN) :: 121 WEST BLEEKER SCALE : 1/4" = 1'-0" 165 WE S T S I D E Y A R D PR O P E R T Y L I N E 5' S I D E Y A R D S E T B A C K PV-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' S I D E Y A R D S E T B A C K EA S T S I D E Y A R D PR O P E R T Y L I N E (S I D E A L L E Y ) EA S T S I D E Y A R D AL L E Y S T A R T PV-15 PV-20PV-19PV-18PV-17PV-16 SNOW BAR / BREAK SNOW BAR / BREAK EP 5 5 5 5 9 9 7 7 22 2 1 7 7 9 A.0 PR B.0 PR C.0 EX/PR D.0 PR E.0 PR F.0 PR G.0 PR H.0 PR I.0 PR J.0 EX/PR K.0 PR L.0 PR M.0 PR 3 OPAQUE SKYLIGHT 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 5' SIDE YARD SETBACK LIGHT SHADED AREA REPRESENTS 6000 SF R-6 SETBACKS PER COA LAND USE CODE WASH DRY ELEVATOR SSP 36 x 60 UP L-001 Egress IRC Egress IRC STAIR TO MAIN L-002 MEDIA AREA / RECREATION ROOM L-002 BEDROOM HALLWAY L-005 LIGHTWELL L-002 LIGHTWELL L-002 A/V CLOSET RE F DW 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 PROJECTORINTEGRATED MEDIA / MILLWORK WALL (LARGE PROJECTION - 100"+) BUILT-IN MEDIA & STORAGE SHELVING SYSTEMS BU I L T - I N M E D I A & ST O R A G E SH E L V I N G S Y S T E M S BUILT-IN CLOSET & STORAGE SHELVING SYSTEMS BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S WI N E ST O R A G E 8' 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 MI R R O R MIRROR 24 T @ 1 1 " ( l a n d i n g s v . i . f . ) 25 R @ 6 - 1 / 2 " = 1 3 ' - 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 ) F U L L (2 ) T W I N LEGEND: N TRUE NORTH 15.9 o MATERIAL LIST: MATERIALS ELEVATION TAG: 1.PAINT LOCKED SEAMLESS PANELED METAL ROOFING WITH MATTE FINISH TO MATCH VERTICAL WOOD CEDAR FINISH (1). METAL 1.5" FLASH CAP UTILIZED WHEREVER NEEDED. 2.1 x 4 VERTICALLY APPLIED PAINTED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1" VERTICALLY INSET BATTEN DETAIL - PATTERN RANDOM. NAKAMOTO FORESTRY "SHOU SUGI BAN" SUYAKI OR GENDAI FINISH. ALTERNATE: STAINED CLEAR GRADE NUMBER 2 CEDAR SIDING VERTICAL 1 X 4 SHIPLAP APPLICATION. 3.TEMPERED GLASS SKYLIGHT CONDITIONS WITH STEEL FRAME CONSTRUCTION. DESIGN BASIS FOR ALL SKYLIGHTS TO BE THE JOCKIMO ANTI-SLIP CLASSIC GLASS GRIT WALKABLE SKYLIGHT. OPAQUE FINISH. AIA INDUSTRIES - DENVER. 4.BASALT GRANITE OR PORCELAIN PANEL WALL APPLICATION. POURED CONCRETE STAIR AND PATIO AREAS WITH CHAMFERED EDGE AND ACID ETCH FINISH. COLOUR T.B.D. ALTERNATE: BASALT GRANITE CUT STONE SLABS - FLAMED FINISH- 2-1/4 " THICK MINIMUM. 5. PROPOSED GLAZING & DOOR SYSTEMS. BASIS OF DESIGN : HOPE'S THERMAL EVOLUTION SERIES STEEL AND GLASS DOORS. GLAZING BASIS OF DESIGN VIRICON INSULATED GLASS GLAZING. ALTERNATE : PANORAMAH AH!60 PERFORMANCE SERIES. HIGH ALTITUDE GLAZING SYSTEM WITH ANODIZED ALUMINUM FRAME FINISH. ALL NEW WINDOWS AND SKYLIGHTS WILL HAVE A FACTORY APPLIED NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. ALL GLAZING SHALL BE TEMPERED SAFETY GLAZING U.O.N. DOOR FOR BREEZEWAY AREA TO BE PIVOT DOOR CONSTRUCTION - NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. 6.CEDAR WOOD SHINGLE ROOF APPLICATION. NATURAL FINISH WITH TRADITIONAL INSTALLATION PER ASPEN HPC REQUIREMENTS. CLASS "A"FIRE RATED BASE ASSEMBLY 7.1 x 4 VERTICALLY APPLIED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1" SHADOW PROTRUSION DETAIL. 8.COLORADO BUFF SPLITFACE DRYSTACK STONE APPLICATION. MOCKUP OF STONE TO BE APPROVED BY DESIGNER AND OWNER PROR TO FULL COMMENCEMENT. 9.1 x 4 HORIZONTALLY APPLIED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1/2" SHADOW REVEAL DETAIL. 10.HYDROTECH EXTENSIVE GREEN ROOF SYSTEM OR EQUIVALENT. 9" MAX. ASSEMBLY DEPTH 11.5" (V.I.F.) HORIZONTALLY APPLIED PAINTED WOOD TRADITIONAL / CLAPBOARD LAP SIDING W/ 8" INSET PATTERN SET BOARDS AS EXISTING. 5" VERTICAL CORNER BOARD TERMINATIONS. ALL REPAIR / REPLACEMENT AS APPROVED BY THE ASPEN HPC TO MATCH EXISTING CONDITIONS. RESTORATION OF WEST AND SOUTH FACADE WALL AREAS AS REQUIRED TO RESTORE INTENDED PATTERN OF EXISTING CONDITIONS TO THE WEST AND EAST FACADES ALONG CORNERS ESTABLISHED BY GRID-LINE 5.0 / EX-PR. 12.GENERAL NOTE: ALL HISTORICAL WINDOWS TO BE RESTORED / REPAIRED AS NECESSARY BY AN HPC APPROVED SUBCONTRACT ENTITY. ASPEN RESTORATION COMPANY AND/ OR PHOENIX RESTORATION RECOMMENDED FOR ALL HISTORICAL WINDOW AND DOOR CONSIDERATIONS. 13.GENERAL NOTE: ALL ORNATE DETAILING SPECIFIC TO EXISTING HISTORICAL VICTORIAN TO BE MAINTAINED. REPAIR AND REPLACE ELEMENTS AS DETERMINED NECESSARY PER ALL ASPEN HPC APPROVALS. MATCH EXISTING CONDITIONS WHEREVER POSSIBLE. 14.HORIZONTALLY APPLIED TRADITIONAL OCTAGONAL SCALLOP PAINTED WOOD SHINGLE. AS NECESSARY REPAIR AND/ OR REPLACE PER HPC APPROVAL REQUIREMENTS. 15.15 GAUGE HOT ROLLED STEEL PANEL PLANTER WITH BLUE STEEL FINISH - LIGHTWELLS / PLANTERS 16.GENERAL NOTE: PAINTED WOOD FASCIA AND SOFFIT CONDITIONS. MATCH EXISTING HISTORICAL CONSTRUCTION AS NECESSARY SHOULD REPAIR / REPLACEMENT BE NECESSARY. ROOF & FLASHING - EXTRA DARK BRONZE - ANO 304 ANTHRA ZINC 17.FIREPLACE FLUE / VENT SHROUD - METAL FRAME AUTOMOTIVE PAINT LOCK FINISH (BLACK) WITH MCNICHOLS DESIGNER PERFORATED ALUMINUM METAL SCREEN PANELS - DIAMOND PATTERN / GRECIAN ALLOY TYPE 3003-H14 - MILL FINISH. 18.RESTORE EXISTING MASONRY CHIMNEY AND ELEMENTS AS NECESSARY PER HISTORICAL INFORMATION AS BECOMES KNOWN WINDOW TAG 1 A A WINDOW TAG LIGHTING / FIXTURE LOCATE 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). KEY PLANNOTES: 1.FOR DOOR AND WINDOW SCHEDULES SEE A-10.00 SERIES 1.TAG BELOW RESPECTIVE ELEVATION HPC PROVISIONS: E l e v :: A 75'-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 ' - 8 3 8" 24 ' - 0 5 8" 7' - 3 " 2' - 3 " 49 ' 37 ' 12 ' 18'-17 8" 5' - 9 " 5' - 2 7 8" 5' - 1 0 11 16 " 18'-15 8"5'-35 8" EAST SIDE YARD ALLEY - PUBLIC ROW LINE OF CONNECTOR MASSING ABOVE SKYLIGHT ABOVE NI C H E THEATER AREA L-003 14'-7" 14'-10"13'-7" 5' PR O P E R T Y LI N E ( N ) 10 ' F R O N T YA R D SE T B A C K 5' SIDE YARD SETBACK PROPERTY LINE (E) PROPERTY LINE (W) 5' SIDE YARD SETBACK 15.7 o 10 ' R E A R YA R D ( H A B I T A B L E ) SE T B A C K 10 ' R E A R YA R D GA R A G E SE T B A C K PR O P E R T Y LI N E ( S ) C.0 EX/PR C.0 EX/PR 1.0 EX/PR 1.0 EX/PR A.0 PR A.0 PR J.0 EX/PR 11.0 PR 11.0 PR 12.0 PR 12.0 PR 9.0 PR 9.0 PR 5.0 EX/PR 5.0 EX/PR L.0 PR L.0 PR M.0 PR M.0 PR 3.0 PR 3.0 PR 4.0 PR 4.0 PR 6.0 PR 6.0 PR 8.0 PR 8.0 PR 10.0 PR 10.0 PR 2.0 EX 2.0 EX 7.0 PR 7.0 PR E.0 PR E.0 PR B.0 PR B.0 PR K.0 PR K.0 PR D.0 PR D.0 PR J.0 EX/PR F.0 PR F.0 PR G.0 PR G.0 PR I.0 PR I.0 PR H.0 PR H.0 PR ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / FINAL 2022 c 1 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 MEP ENGINEER Spacek Timbie + Blevins Engineering Inc. 82 East Beaver Creek Blvd., Suite 102 Avon, CO 81620 T: 303.900.8782 www.stbengineering.com LANDSCAPE ARCHITECT Connect 1 Design 350 Market Street; Unit 307 Basalt, Colorado 81621 T: 970.355.5457 www.connectonedesign.com HPC-3.009 PROPOSED HPC MAY 2022 ELEVATIONS 1 HPC-3.009 PROPOSED ELEVATION/ SECTIONS - SOUTH ELEVATION (REAR ALLEY) :: 121 WEST BLEEKER SCALE : 1/4" = 1'-0" 166 121 WEST BLEEKER E 1/2 LOT C, LOT D & W 1 2 LOT E - BLOCK 58 5' SIDE YARD SETBACK LIGHT SHADED AREA REPRESENTS 6000 SF R-6 SETBACKS PER COA LAND USE CODE WASH DRY ELEVATOR SSP 36 x 60 UP L-001 Egress IRC Egress IRC STAIR TO MAIN L-002 MEDIA AREA / RECREATION ROOM L-002 BEDROOM HALLWAY L-005 LIGHTWELL L-002 LIGHTWELL L-002 A/V CLOSET RE F DW 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 PROJECTORINTEGRATED MEDIA / MILLWORK WALL (LARGE PROJECTION - 100"+) BUILT-IN MEDIA & STORAGE SHELVING SYSTEMS BU I L T - I N M E D I A & ST O R A G E SH E L V I N G S Y S T E M S BUILT-IN CLOSET & STORAGE SHELVING SYSTEMS BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S BU I L T - I N C L O S E T & ST O R A G E SH E L V I N G S Y S T E M S WI N E ST O R A G E 8' 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 MI R R O R MIRROR 24 T @ 1 1 " ( l a n d i n g s v . i . f . ) 25 R @ 6 - 1 / 2 " = 1 3 ' - 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 ) F U L L (2 ) T W I N LEGEND: N TRUE NORTH 15.9 o MATERIAL LIST: MATERIALS ELEVATION TAG: 1.PAINT LOCKED SEAMLESS PANELED METAL ROOFING WITH MATTE FINISH TO MATCH VERTICAL WOOD CEDAR FINISH (1). METAL 1.5" FLASH CAP UTILIZED WHEREVER NEEDED. 2.1 x 4 VERTICALLY APPLIED PAINTED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1" VERTICALLY INSET BATTEN DETAIL - PATTERN RANDOM. NAKAMOTO FORESTRY "SHOU SUGI BAN" SUYAKI OR GENDAI FINISH. ALTERNATE: STAINED CLEAR GRADE NUMBER 2 CEDAR SIDING VERTICAL 1 X 4 SHIPLAP APPLICATION. 3.TEMPERED GLASS SKYLIGHT CONDITIONS WITH STEEL FRAME CONSTRUCTION. DESIGN BASIS FOR ALL SKYLIGHTS TO BE THE JOCKIMO ANTI-SLIP CLASSIC GLASS GRIT WALKABLE SKYLIGHT. OPAQUE FINISH. AIA INDUSTRIES - DENVER. 4.BASALT GRANITE OR PORCELAIN PANEL WALL APPLICATION. POURED CONCRETE STAIR AND PATIO AREAS WITH CHAMFERED EDGE AND ACID ETCH FINISH. COLOUR T.B.D. ALTERNATE: BASALT GRANITE CUT STONE SLABS - FLAMED FINISH- 2-1/4 " THICK MINIMUM. 5. PROPOSED GLAZING & DOOR SYSTEMS. BASIS OF DESIGN : HOPE'S THERMAL EVOLUTION SERIES STEEL AND GLASS DOORS. GLAZING BASIS OF DESIGN VIRICON INSULATED GLASS GLAZING. ALTERNATE : PANORAMAH AH!60 PERFORMANCE SERIES. HIGH ALTITUDE GLAZING SYSTEM WITH ANODIZED ALUMINUM FRAME FINISH. ALL NEW WINDOWS AND SKYLIGHTS WILL HAVE A FACTORY APPLIED NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. ALL GLAZING SHALL BE TEMPERED SAFETY GLAZING U.O.N. DOOR FOR BREEZEWAY AREA TO BE PIVOT DOOR CONSTRUCTION - NFRC STICKERED LABEL LISTING THE U-FACTOR OF THE ENTIRE ASSEMBLY. 6.CEDAR WOOD SHINGLE ROOF APPLICATION. NATURAL FINISH WITH TRADITIONAL INSTALLATION PER ASPEN HPC REQUIREMENTS. CLASS "A"FIRE RATED BASE ASSEMBLY 7.1 x 4 VERTICALLY APPLIED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1" SHADOW PROTRUSION DETAIL. 8.COLORADO BUFF SPLITFACE DRYSTACK STONE APPLICATION. MOCKUP OF STONE TO BE APPROVED BY DESIGNER AND OWNER PROR TO FULL COMMENCEMENT. 9.1 x 4 HORIZONTALLY APPLIED CEDAR SHIP-LAPPED SIDING. PREMIUM SELECT CLEAR GRADE 1 x 4 x12 SHIPLAP WITH 1/2" SHADOW REVEAL DETAIL. 10.HYDROTECH EXTENSIVE GREEN ROOF SYSTEM OR EQUIVALENT. 9" MAX. ASSEMBLY DEPTH 11.5" (V.I.F.) HORIZONTALLY APPLIED PAINTED WOOD TRADITIONAL / CLAPBOARD LAP SIDING W/ 8" INSET PATTERN SET BOARDS AS EXISTING. 5" VERTICAL CORNER BOARD TERMINATIONS. ALL REPAIR / REPLACEMENT AS APPROVED BY THE ASPEN HPC TO MATCH EXISTING CONDITIONS. RESTORATION OF WEST AND SOUTH FACADE WALL AREAS AS REQUIRED TO RESTORE INTENDED PATTERN OF EXISTING CONDITIONS TO THE WEST AND EAST FACADES ALONG CORNERS ESTABLISHED BY GRID-LINE 5.0 / EX-PR. 12.GENERAL NOTE: ALL HISTORICAL WINDOWS TO BE RESTORED / REPAIRED AS NECESSARY BY AN HPC APPROVED SUBCONTRACT ENTITY. ASPEN RESTORATION COMPANY AND/ OR PHOENIX RESTORATION RECOMMENDED FOR ALL HISTORICAL WINDOW AND DOOR CONSIDERATIONS. 13.GENERAL NOTE: ALL ORNATE DETAILING SPECIFIC TO EXISTING HISTORICAL VICTORIAN TO BE MAINTAINED. REPAIR AND REPLACE ELEMENTS AS DETERMINED NECESSARY PER ALL ASPEN HPC APPROVALS. MATCH EXISTING CONDITIONS WHEREVER POSSIBLE. 14.HORIZONTALLY APPLIED TRADITIONAL OCTAGONAL SCALLOP PAINTED WOOD SHINGLE. AS NECESSARY REPAIR AND/ OR REPLACE PER HPC APPROVAL REQUIREMENTS. 15.15 GAUGE HOT ROLLED STEEL PANEL PLANTER WITH BLUE STEEL FINISH - LIGHTWELLS / PLANTERS 16.GENERAL NOTE: PAINTED WOOD FASCIA AND SOFFIT CONDITIONS. MATCH EXISTING HISTORICAL CONSTRUCTION AS NECESSARY SHOULD REPAIR / REPLACEMENT BE NECESSARY. ROOF & FLASHING - EXTRA DARK BRONZE - ANO 304 ANTHRA ZINC 17.FIREPLACE FLUE / VENT SHROUD - METAL FRAME AUTOMOTIVE PAINT LOCK FINISH (BLACK) WITH MCNICHOLS DESIGNER PERFORATED ALUMINUM METAL SCREEN PANELS - DIAMOND PATTERN / GRECIAN ALLOY TYPE 3003-H14 - MILL FINISH. 18.RESTORE EXISTING MASONRY CHIMNEY AND ELEMENTS AS NECESSARY PER HISTORICAL INFORMATION AS BECOMES KNOWN WINDOW TAG 1 A A WINDOW TAG LIGHTING / FIXTURE LOCATE 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). KEY PLANNOTES: 1.FOR DOOR AND WINDOW SCHEDULES SEE A-10.00 SERIES 1.TAG BELOW RESPECTIVE ELEVATION HPC PROVISIONS: E l e v :: A 75'-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 ' - 8 3 8" 24 ' - 0 5 8" 7' - 3 " 2' - 3 " 49 ' 37 ' 12 ' 18'-17 8" 5' - 9 " 5' - 2 7 8" 5' - 1 0 11 16 " 18'-15 8"5'-35 8" EAST SIDE YARD ALLEY - PUBLIC ROW LINE OF CONNECTOR MASSING ABOVE SKYLIGHT ABOVE NI C H E THEATER AREA L-003 14'-7" 14'-10"13'-7" 5' PR O P E R T Y LI N E ( N ) 10 ' F R O N T YA R D SE T B A C K 5' SIDE YARD SETBACK PROPERTY LINE (E) PROPERTY LINE (W) 5' SIDE YARD SETBACK 15.7 o 10 ' R E A R YA R D ( H A B I T A B L E ) SE T B A C K 10 ' R E A R YA R D GA R A G E SE T B A C K PR O P E R T Y LI N E ( S ) C.0 EX/PR C.0 EX/PR 1.0 EX/PR 1.0 EX/PR A.0 PR A.0 PR J.0 EX/PR 11.0 PR 11.0 PR 12.0 PR 12.0 PR 9.0 PR 9.0 PR 5.0 EX/PR 5.0 EX/PR L.0 PR L.0 PR M.0 PR M.0 PR 3.0 PR 3.0 PR 4.0 PR 4.0 PR 6.0 PR 6.0 PR 8.0 PR 8.0 PR 10.0 PR 10.0 PR 2.0 EX 2.0 EX 7.0 PR 7.0 PR E.0 PR E.0 PR B.0 PR B.0 PR K.0 PR K.0 PR D.0 PR D.0 PR J.0 EX/PR F.0 PR F.0 PR G.0 PR G.0 PR I.0 PR I.0 PR H.0 PR H.0 PR ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / FINAL 2022 c 1 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 MEP ENGINEER Spacek Timbie + Blevins Engineering Inc. 82 East Beaver Creek Blvd., Suite 102 Avon, CO 81620 T: 303.900.8782 www.stbengineering.com LANDSCAPE ARCHITECT Connect 1 Design 350 Market Street; Unit 307 Basalt, Colorado 81621 T: 970.355.5457 www.connectonedesign.com HPC-3.010 MATERIALS + HPC MAY 2022 CALLOUTS 1 HPC-3.010 PROPOSED MATERIALS SCHEDULE / CALLOUTS :: 121 WEST BLEEKER SCALE : NOT APPLICABLE 167 UPPROPOSED : MAIN LEVEL 4 R @ VARIED" = 1'-8 1/4"12'-578"24'-058"17'-838"5'-41516"18'-178"16'-1138"12'-634"11'-578"7'-3"5'-278"16'-11 14"5'-918"EAST SIDE YARD ALLEY - PUBLIC ROWC.0 EX/PR A.0 PR 13.0 PR13.0PR14.0 PR14.0PR 11.0 PR11.0PR 5.0 EX/PR5.0EX/PRL.0 PRM.0 PR 6.0 PR6.0PR 4.0 PR4.0PR9.0 PR9.0PR 7.0 PR7.0PR10.0 PR10.0PR12.0 PR12.0PR 8.0 PR8.0PRE.0 PRB.0 PRK.0 PRD.0 PRJ.0 EX/PR F.0 PRG.0 PRI.0 PRH.0 PR C.0EX/PRA.0PRJ.0EX/PRL.0PRM.0PRE.0PRB.0PRK.0PRD.0PRF.0PRG.0PRI.0PRH.0PR GUTTERS + DOWNSPOUTS SHEET - HPC ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / FINAL 2022 c 1 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 MEP ENGINEER Spacek Timbie + Blevins Engineering Inc. 82 East Beaver Creek Blvd., Suite 102 Avon, CO 81620 T: 303.900.8782 www.stbengineering.com LANDSCAPE ARCHITECT Connect 1 Design 350 Market Street; Unit 307 Basalt, Colorado 81621 T: 970.355.5457 www.connectonedesign.com HPC-3.011 GUTTERS + HPC MAY 2022 1 HPC-3.011 PROPOSED GUTTERS & DOWNSPOUTS, SNOWBRAKES & SOLAR PANEL INFORMATION :: 121 WEST BLEEKER SCALE : NOT APPLICABLE DOWNSPOUTS SNOWBRAKES / SOLAR PANELS 168 PROPOSED PLANS & ELEVATIONS (NOVEMBER 2020 - HPC CONCEPTUAL DEVELOPMENT) RENDERS-1 - HPC ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / FINAL 2022 c 1 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 MEP ENGINEER Spacek Timbie + Blevins Engineering Inc. 82 East Beaver Creek Blvd., Suite 102 Avon, CO 81620 T: 303.900.8782 www.stbengineering.com LANDSCAPE ARCHITECT Connect 1 Design 350 Market Street; Unit 307 Basalt, Colorado 81621 T: 970.355.5457 www.connectonedesign.com HPC-3.012 PROPOSED HPC MAY 2022 1 HPC-3.012 PROPOSED RENDERS & MATERIALS/ COLOURS CONCEPTS :: 121 WEST BLEEKER SCALE : NOT APPLICABLE RENDERS + MATERIALS CONCEPTS 169 REAR ALLEY (SOUTH) - PUBLIC ROW C.0EX/PRA.0PRL.0PRM.0PRE.0PRB.0PRK.0PRD.0PRJ.0EX/PRF.0PRG.0PRI.0PRH.0PR RENDERS-2 - HPC ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / FINAL 2022 c 1 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 MEP ENGINEER Spacek Timbie + Blevins Engineering Inc. 82 East Beaver Creek Blvd., Suite 102 Avon, CO 81620 T: 303.900.8782 www.stbengineering.com LANDSCAPE ARCHITECT Connect 1 Design 350 Market Street; Unit 307 Basalt, Colorado 81621 T: 970.355.5457 www.connectonedesign.com HPC-3.013 PROPOSED HPC MAY 2022 1 HPC-3.013 PROPOSED RENDERS & MATERIALS/ COLOURS CONCEPTS :: 121 WEST BLEEKER SCALE : NOT APPLICABLE RENDERS + MATERIALS CONCEPTS 170 121 WEST BLEEKERE 1/2 LOT C, LOT D &W 12 LOT E - BLOCK 585' SIDE YARD SETBACK1216RIDGERIDGE RIDGERIDGERIDGERIDGE1216121612161216121612161216 121612161216CEDAR SHINGLEROOFING PROPOSEDFLASH & WATERPROOFAS NECESSARYMASONRYCHIMNEY FLAT ROOFSTANDARD STONE BALLASTTOPPING PROPOSED SLOPE2 MIN SLOPE2 MINSLOPE2 MINSLOPE2 MIN0 000NON-PERMEABLEDECK AREA :PROPOSED STONEDECKING PERLANDSCAPEARCHITECTSLOPE2 MIN SLOPE2 MINSLOPE2 MINSLOPE2 MIN0 000SLOPE2 MIN SLOPE2 MINSLOPE2 MINSLOPE2 MIN0 000 ROOF DECK-MASTERU-214T.O. Plwd. ConnectorELEV - 111'-10" (V.I.F.)FLAT ROOF WITHNEW RUBBER DRAINAGEMATT, STONE BALLAST &WATERPROOFING ASNECESSARY. FLASH &WATERPROOF ROOFINGCONDITIONS AS REQUIRED.PV-130 PANEL PVROOF SYSTEMSITUATED @45 DEGREES PV-2 PV-20PV-3PV-4 PV-21PV-5 PV-22PV-23PV-6PV-7 PV-24PV-25PV-8PV-9 PV-26PV-10 PV-27PV-28PV-11PV-12 PV-29PV-30PV-13PV-14PV-15NON REFLECTIVEMATTE / PAINT LOCKEDMETAL ROOFINGPROPOSED121PROPOSEDRESTORATION OF(BELIEVED PERHISTORICALIMAGERY &EXISTINGCONDITIONS) ORIGINALSOUTH FACADEROOF MASSING+ FORM FP CHIMNEYNON REFLECTIVEMATTE / PAINT LOCKEDMETAL ROOFINGPROPOSED12121212 FLAT ROOF WITHNEW RUBBER DRAINAGEMATT, STONE BALLAST &WATERPROOFING ASNECESSARY. FLASH &WATERPROOF ROOFINGCONDITIONS AS REQUIRED.CUSTOM JACUZZI &RAISED PLATFORMAREA - 5'-0" x 9'-0" SPA PV-19PV-18PV-17PV-16 G ESLOPE2 MIN SLOPE2 MINSLOPE2 MINSLOPE2 MIN0 00012121212SNOWBARSSNOWBARSSNOWBARSSNOWBARS27'-1158"25'75'-1158"23'18'10'-834"70'-1158"10'-358"27'-1158"25'18'12'13'12'13'49'5'-9"12'37'14'35'5'-178"5'6'-11"24'-6"3'-7"14'VENT PIPEEX/ PR VENT PIPEEX/ PR VENT PIPEPRPOTENTIAL TO UTILIZECHIMNEY RUN FORVENTING (TBD)GUTTER- PR GUTTER -PR GUTTER-PRGUTTER -PRGUTTER- EX GUTTER- EX RIDGERIDGEVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYVALLEYVENT PIPEPR C.0EX/PRA.0PR11.0PR11.0PR 12.0PR12.0PR9.0PR9.0PR5.0EX/PR5.0EX/PR L.0PRM.0PR3.0PR3.0PR 4.0PR4.0PR 6.0PR6.0PR 8.0PR8.0PR 10.0PR10.0PR7.0PR7.0PR E.0PRB.0PRK.0PRD.0PRJ.0EX/PRF.0PRG.0PRI.0PRH.0PRREAR ALLEY (SOUTH) - PUBLIC ROWDS- EXDS- EX DS- EX DS- EXDS- EXDS- EX RENDERS-3 - HPC ISSUANCE SEAL DRAWING NO: DRAWING TITLE: PROJECT # SCALE DATE 121- BLEEKER 01 HPC / FINAL 2022 c 1 F R I D A Y D E S I G N , L L C 2 0 2 0 12 1 W E S T B L E E K E R RE S I D E N C E "T A N G L E D U P I N B L U E " 12 1 W e s t B l e e k e r S t r e e t , A s p e n , C O 8 1 6 1 1 Owners: 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 MEP ENGINEER Spacek Timbie + Blevins Engineering Inc. 82 East Beaver Creek Blvd., Suite 102 Avon, CO 81620 T: 303.900.8782 www.stbengineering.com LANDSCAPE ARCHITECT Connect 1 Design 350 Market Street; Unit 307 Basalt, Colorado 81621 T: 970.355.5457 www.connectonedesign.com HPC-3.014 PROPOSED HPC MAY 2022 1 HPC-3.014 PROPOSED RENDERS & MATERIALS/ COLOURS CONCEPTS :: 121 WEST BLEEKER SCALE : NOT APPLICABLE RENDERS + MATERIALS CONCEPTS 171 Page 1 of 4 427 Rio Grande Place, Aspen, CO 81611-1975 | P: 970.920.5197 | aspen.gov Memorandum TO: Aspen Historic Preservation Commission FROM: Sarah Yoon, Historic Preservation Planner THROUGH: Natalie Feinberg Lopez, Historic Preservation Officer MEETING DATE: June 8, 2022 RE: 204 S. Galena Street – Minor Development Review and Commercial Design Review, PUBLIC HEARING APPLICANT /OWNER: GUCCI America, Michelle Carrieri REPRESENTATIVE: Cheuk Choi, CallisonRTKL LOCATION: Street Address: 204 S. Galena Street Legal Description: Lots A, B, and C, Block 94, City and Townsite of Aspen, Colorado Parcel Identification Number: PID# 2737-073-40-001 CURRENT ZONING & USE CC (Commercial Core); Commercial PROPOSED ZONING & USE: No change SUMMARY: The applicant requests Minor Development and Commercial Design Review approval to make the following exterior changes: modify existing fenestration, redesign the main entry, and introduce new building materials. STAFF RECOMMENDATION: Staff recommends continuation to restudy the items listed on page 4 of this memo. Site Locator Map – 204 S. Galena Street 204 172 Page 2 of 4 427 Rio Grande Place, Aspen, CO 81611-1975 | P: 970.920.5197 | aspen.gov BACKGROUND: 204 S. Galena Street is a commercial property on a 9,000 s.f. lot in the Commercial Core (CC) Historic District. The building is a non- contributing building that received design approval from the Historic Preservation Commission (HPC) in 2012. At the time of the design approval, HPC discussed exterior details such as the cornice line of the building and modular articulation of the building façade. The building contains multiple commercial spaces with entrances on the ground floor and a restaurant space on the upper level. Second tier space requirements are not applicable if no new connections are made. REQUEST OF HISTORIC PRESERVATION COMMISSION (HPC) The Applicant is requesting the following land use approvals: • Minor Development (Section 26.415.070.C) to make exterior changes to the existing commercial property. • Commercial Design Guidelines (Section 26.412) to make exterior changes to the existing commercial property. The Historic Preservation Commission (HPC) is the final review authority, however, Commercial Design Review is subject to Call-up Notice by City Council. PROJECT SUMMARY: The applicant proposes an interior remodel to combine two commercial spaces and exterior changes to existing fenestration by changing two sets for doors into storefront windows along Galena Street. The proposed entry is further recessed and expanded as part of this scope of work and a marble stone veneer is proposed to reclad areas of the building pertaining to this tenant. No changes proposed to the building mass, scale, and overall footprint. STAFF COMMENTS: The exterior fenestration changes respect the existing rhythm of the bays and storefront window dimensions. While the design guidelines and standards require a recessed entry for commercial spaces in the Commercial Core, staff finds the vestibule design departs from entrances seen in the district. Exterior changes include the use of marble veneers and maiolica tiles, which are foreign building materials to the district. Signage and plans for window displays are not part of the design review. Figure 1 – 204 S. Galena Street, 2022 173 Page 3 of 4 427 Rio Grande Place, Aspen, CO 81611-1975 | P: 970.920.5197 | aspen.gov Staff recommends HPC review the following topics: 1. Fenestration and Entry Vestibule: The design guidelines for the CC Historic District prioritize transparent storefront windows that are taller than other levels of the building. This is identified as a historic trait of commercial buildings in the core. The proposed drop-down ceiling detail in front of the windows are internal, yet they change the exterior perception of the storefront and do not meet the intent of Design Standard 2.11. Staff recommends restudy of this detail. The proposed new entrance to the commercial space is contained within the existing rhythm of the bays, however, the plan view reveals the entry to be significantly recessed and curvilinear in shape which departs from the surrounding context (Figure 2). While staff supports the overall fenestration changes, staff recommends restudy of the entry design to better conform with the surrounding context. 2. New Building Material in the Historic District: The Commercial Core Historic District consists of building materials that are non-reflective, durable to Aspen’s climate, and typically neutral in color. The applicant proposes the use of marble veneers to cover the entry and the exposed steel elements of the building. A green colored maiolica tile to match the marble is proposed for the interior drop ceiling visible from the street. Staff finds both materials depart from the material palette of the district and recommends restudy (Design Standard 1.23, Design Guideline 1.24, and Design Guideline 2.14). REFERRAL COMMENTS: The application was referred out to other City departments who have requirements that may significantly affect the permit review. Please see Exhibit B for full comments. A summary of the comments are as follows: Building Department: 1. The entry will require a slip-resistant material per 1003.4 2. New entry doors to comply with ICC A117.1-2009 404.2.9 and have kick plate within extend vertically 10” from the floor. Parks Department: 1. Utmost care and caution will be required around trees. A certified arborist must be engaged to deal with tree related issues such as tying back branches, protecting trunks of trees and appropriate trimming of branches. Please call the City Forester for further clarification at 970-319-9729 Figure 2 – Proposed Entry along Galena Street 174 Page 4 of 4 427 Rio Grande Place, Aspen, CO 81611-1975 | P: 970.920.5197 | aspen.gov Zoning Department: 1. Demolition calculations are not required for like for like replacement of fenestration, needed if fenestration is expanded. 2. A separate sign permit is required for any proposed signage for the property. Rules and regulations related to sign allotment, sign illumination and windows displays, and size of letter will apply. RECOMMENDATION: Staff recommends the Historic Preservation Commission (HPC) continue this application to restudy the following items: 1. Revise the entry vestibule to be more contextual with other storefront entrances in the district. 2. Select a cladding material with a color and finish that is traditionally found in the historic district (Design Guidelines 1.23 and 2.14). 3. Revise dropdown ceiling detail in front of windows to better comply with Design Standard 2.11. ATTACHMENTS: Resolution #____, Series of 2022 Exhibit A – Commercial Design Guidelines / Staff Findings Exhibit B – Referral Comments Exhibit C – Application 175 HPC Resolution #__, Series of 2022 Page 1 of 3 RESOLUTION #__, SERIES OF 2022 A RESOLUTION OF THE ASPEN HISTORIC PRESERVATION COMMISSION (HPC) GRANTING MINOR DEVELOPMENT REVIEW AND COMMERCIAL DESIGN REVIEW FOR THE PROPERTY LOCATED AT 204 SOUTH GALENA STREET, LOTS A, B, AND C, BLOCK 94, CITY AND TOWNSITE OF ASPEN, COLORADO PARCEL ID: 2737-073-40-001 WHEREAS, the applicant, GUCCI America, Michelle Carrieri, represented by CallisonRTKL, Cheuk Choi, has requested HPC approval for Minor Development and Commercial Design Review for the property located at 204 S. Galena Street, Lots A, B, and C, Block 94, 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 Minor 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.C of the Municipal Code and other applicable Code Sections. 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 Commercial Design Review, the application shall meet the requirements of Aspen Municipal Code Section 26.412, Commercial Design Review; and WHEREAS, Community Development Department staff reviewed the application for compliance with applicable review standards and recommends continuation for restudy; and WHEREAS, HPC reviewed the project on June 8, 2022. HPC considered the application, the staff memo and public comment, and found the proposal consistent with the review standards and granted approval with conditions by a vote of __-__. NOW, THEREFORE, BE IT RESOLVED: That HPC hereby approves Minor Development and Commercial Design Review for 204 S. Galena Street, Lots A, B, and C, Block 94, City and Townsite of Aspen, CO as follows: Section 1: Minor Development and Commercial Design Review. HPC hereby approves Minor Development and Commercial Design Review for the exterior changes as proposed in the application with the following conditions of approval: 1. Provide details of non-slip material for staff & monitor review and approval. 2. Provide cut sheets to code compliant doors for staff & monitor review and approval. 3. Work with the Parks Department regarding any impacts to surrounding trees. 176 HPC Resolution #__, Series of 2022 Page 2 of 3 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 Preservation Commission, 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. 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. Section 5: Vested Rights The development approvals granted herein shall constitute a site-specific development plan vested for a period of three (3) years from the date of issuance of a development order. However, any failure to abide by any of the terms and conditions attendant to this approval shall result in the forfeiture of said vested property rights. Unless otherwise exempted or extended, failure to properly record all plats and agreements required to be recorded, as specified herein, within 180 days of the effective date of the development order shall also result in the forfeiture of said vested property rights and shall render the development order void within the meaning of Section 26.104.050 (Void permits). Zoning that is not part of the approved site-specific development plan shall not result in the creation of a vested property right. No later than fourteen (14) days following final approval of all requisite reviews necessary to obtain a development order as set forth in this Ordinance, the City Clerk shall cause to be published in a newspaper of general circulation within the jurisdictional boundaries of the City of Aspen, a notice advising the general public of the approval of a site specific development plan and creation of a vested property right pursuant to this Title. Such notice shall be substantially in the following form: Notice is hereby given to the general public of the approval of a site specific development plan, and the creation of a vested property right, valid for a period of three (3) years, pursuant to the Land Use Code of the City of Aspen and Title 24, Article 68, Colorado Revised Statutes, pertaining to the following described property: 204 S. Galena Street. Nothing in this approval shall exempt the development order from subsequent reviews and approvals required by this approval of the general rules, regulations and ordinances or the City of Aspen provided that such reviews and approvals are not inconsistent with this approval. 177 HPC Resolution #__, Series of 2022 Page 3 of 3 The approval granted hereby shall be subject to all rights of referendum and judicial review; the period of time permitted by law for the exercise of such rights shall not begin to run until the date of publication of the notice of final development approval as required under Section 26.304.070(A). The rights of referendum shall be limited as set forth in the Colorado Constitution and the Aspen Home Rule Charter. APPROVED BY THE COMMISSION at its regular meeting on the 8th day of June, 2022. Approved as to Form: Approved as to Content: ________________________________ ________________________________ Katharine Johnson, Assistant City Attorney Kara Thompson, Chair ATTEST: ________________________________ Cindy Klob, Records Manager / City Clerk 178 Page 1 of 3 Exhibit A Commercial Design Guidelines Criteria Staff Findings 26.412.060. Commercial Design: Review Criteria. An application for commercial design review may be approved, approved with conditions or denied based on conformance with the following criteria: A. Guidelines and Standards 1. The Commercial, Lodging, and Historic District Design Standards and Guidelines are met as determined by the appropriate Commission. The Standards and Guidelines include design review criteria that are to be used to determine whether the application is appropriate. 2. All applicable standards in the Commercial, Lodging and Historic District Design Standards and Guidelines shall be met unless granted a Variation pursuant to Section 26.412.040.D, Variations. Relevant Commercial, Lodging, and Historic District Design Standards and Guidelines: 1.23 (Standard) Building materials shall have these features: • Convey the quality and range of materials found in the current block context or seen historically in the Character Area. • Convey pedestrian scale. General: Materials and Details MET NOT MET 1.23 Building materials shall have these features (listed): see standard below for details.NOT MET 1.24 Introducing a material, material application, or material finish to the existing streetscape may be approved by HPC or P&Z if the following criteria are met (listed): see guideline below for details.NOT MET 1.25 Architecture that reflects corporate branding of the tenant is not permitted.MET Commercial Core (CC) Historic District: Rehabilitation - Building Materials MET NOT MET 2.9 Recessed entries are required. 2.11 Maintain a floor to ceiling height of 12 to 15 feet for the first floor and 9 feet for the secound floor.NOT MET 2.13 Street level commercial storefronts should be predominately transparent glass.MET 2.14 Architectural details should reinforce historic context and meet at least two of the following qualities (listed): see guideline below for details.NOT MET CONDITION Commerical, Lodging, and Historic District Design Standards and Guidelines Review Criteria for 204 S. Galena Street The applicant requests Minor Development approval to introduce new building materials, make changes to existing fenestration, and redesign the entry vestible. The proposed design must meet all applicable Standardas and Guidelines. 179 Page 2 of 3 • Enhance visual interest through texture, application, and/or dimension. • Be non-reflective. Shiny or glossy materials are not appropriate as a primary material. • Have proven durability and weathering characteristics within Aspen’s climate. • A material with an integral color shall be a neutral color. Some variation is allowed for secondary materials. 1.24 (Guideline) Introducing a material, material application, or material finish to the existing streetscape may be approved by HPC or P&Z if the following criteria are met: • Innovative building design. • Creative material application that positively contributes to the streetscape. • Environmentally sustainable building practice. • Proven durability. 1.25 (Standard) Architecture that reflects corporate branding of the tenant is not permitted. 2.9 (Standard) Recessed entries are required. • Set a primary entrance back from the front façade a minimum of 4 feet. • Alternative options that define an entry and reinforce the rhythm of recessed entryways may be considered. • For corner lots, primary entries must face front lot line as determined by the Land Use Code and/or be located in the chamfered corner where applicable. 2.11 (Standard) Maintain a floor to ceiling height of 12 to 15 feet for the first floor and 9 feet for the second floor. • The ability to vary this requirement shall be based on demonstration of historic precedent amongst adjacent landmarks. Storefronts should be taller than the upper floors. • The floor to ceiling height of the first floor may be dropped to 9 feet after the first 25 feet of building depth from a street facing facade. 2.13 (Guideline) Street level commercial storefronts should be predominately transparent glass. • Window design, including the presence or absence of mullions, has a significant influence on architectural expression. Avoid windows which suggest historic styles or building types that are not part of Aspen’s story. 2.14 (Guideline) Architectural details should reinforce historic context and meet at least two of the following qualities. • Color or finish traditionally found downtown. • Texture to create visual interest, especially for larger buildings. • Traditional material: Brick, stone, metal and wood. • Traditional application: for example, a running bond for masonry. 180 Page 3 of 3 Staff Findings: The applicable section of the design guidelines for this proposal are as follows: General Section and the Commercial Core (CC) Historic District Section. Design Guideline/Standards 1,23, 1.24, and 2.14 regarding the introduction of new material is not met. The proposed marble and maiolica tiles do not have material qualities found in the district, nor are utilized in the Commercial Core. Design Standard 2.9 addresses recessed entries. The applicant proposes a recessed entry that is more than the minimum 4ft. in depth, however, staff finds the design of the entry departs from the surrounding context and recommends restudy for better compliance. Design Standard 2.11 regarding the floor to ceiling height is not met. The proposed drop-down ceiling detail located directly in front of the windows creates the appearance of a reduced storefront window in terms of height. Staff recommends restudy. 181 Exhibit B - Referral Comments HP Project: 204 S. Galena Street Parks Department Comments: Dave Radeck, david.radeck@aspen.gov 1. Utmost care and caution will be required around trees. A certified arborist must be engaged to deal with tree related issues such as tying back branches, protecting trunks of trees and appropriate trimming of branches. Please call the City Forester for further clarification at 970-319-9729 Building Department Comments: Bonnie Muhigirwa, bonnie.muhigirwa@aspen.gov 1. The entry will require a slip-resistant material per 1003.4 2. New entry doors to comply with ICC A117.1-2009 404.2.9 and have kick plate within extend vertically 10” from the floor. Zoning Department Comments: Kyla Smits, kyla.smits@aspen.gov See next page for Zoning related comments. 182 MEMORANDUM TO: Sarah Yoon, Historic Preservation Planner FROM: Kyla Smits, Zoning Enforcement Officer DATE: 05/25/2022 RE: 204 S. Galena St. Referral Comments Demolition 1. As presented, demolition calculations are not required for like for like replacement of fenestration. Demolition calculations will be required if fenestration is expanded. This is pursuant to approval from the Historical Preservation Commission and must be in accordance with Commercial Design Guidelines. a. Code Section: 26.575.030(h) b. Plan Sheet: Demolition Elevations – D-200 Signs; For Future Consideration The following items will be reviewed for compliance at permit. 1. Sign Allotment: Only eight (8) square feet of signage total will be allowed for this business. The inclined logos located at the sills will count towards the total sign allotment for the business. a. Code Section: 26.510.100 (b)(1)(a) b. Plan Sheet: Storefront Elevations – A-300, Rendering at Storefront Entry – A-500 2. Sign illumination and Window Displays: Only one lit sign is allowed per business per 26.510.070(a). The illumination of the window displays as shown does not comply with 26.510.030(f) and 26.510.090(i). Neon lighting (or lighting appearing as neon) is prohibited, and fixtures must be directed inward towards to business. a. Code Sections: 26.510.030(f), 26.510.070(a), 26.510.090(i) b. Plan Sheet: Rendering at Storefront Entry – A-500, Visual Merchandising Window Samples – G-101 3. Sign Lettering cannot be taller than 12”; the first letter is permitted to be up to 18”. a. Code Section: 26.510.080(a) b. Plan Sheet: Storefront Elevations – A-300 This memorandum summarizes major items. A variety of other requirements will be necessary for building permit submittal and zoning review. Please note that Building Permits and Sign Permits are separate applications. 183 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. 20, Series of 2020, 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, 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 sent 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 non-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 an 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 processing 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: 184 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) 185 CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020 DIMENSIONAL REQUIREMENTS FORM Complete only if required by the PreApplication checklist Project and Location Applicant: Zone District: Gross Lot Area: Net Lot Area: **Please refer to section 26.575.020 for information on how to calculate Net Lot Area Please fill out all relevant dimensions Single Family and Duplex Residential 1) Floor Area (square feet) 2) Maximum Height 3) Front Setback 4) Rear Setback 5) Side Setbacks 6) Combined Side Setbacks 7) % Site Coverage Existing Allowed Proposed Multi-family Residential 1)Number of Units 2)Parcel Density (see 26.710.090.C.10) 3)FAR (Floor Area Ratio) 4)Floor Area (square feet) Existing Allowed Proposed 8) Minimum distance between buildings Proposed % of demolition 5) Maximum Height 6) Front Setback 7) Rear Setback 8) Side Setbacks Proposed % of demolition Commercial Proposed Use(s) Existing Allowed Proposed 1) FAR (Floor Area Ratio) 2) Floor Area (square feet) 3) Maximum Height 4) Off-Street Parking Spaces 5) Second Tier (square feet) 6) Pedestrian Amenity (square feet) Proposed % of demolition Existing non-conformities or encroachments: Variations requested: Lodge Additional Use(s) 1)FAR (Floor Area Ratio) 2)Floor Area (square feet) 3)Maximum Height 4)Free Market Residential(square feet) 4)Front setback 5)Rear setback 6)Side setbacks 7)Off-Street Parking Spaces 8)Pedestrian Amenity (square feet) Proposed % of demolition Existing Allowed Proposed 186 April 2020 City of Aspen|130 S. Galena St.|(970) 920 5090 CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT 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 that 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) □This property is not subject to a homeowner association or other form of private c ovenant. □This property is subject to a homeowner association or private covenant, and the improvements proposed in this land use application do not require approval by the homeowners association or covenant beneficiary. □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 a ssociation 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: 187 188 189 190 54583761.1 730 East Durant Avenue, Suite 200, Aspen, CO 81611 Telephone: 970.925.6300 shermanhoward.com Curtis B. Sanders Sherman & Howard L.L.C. Direct Dial Number: 970.300.0114 E-mail: csanders@shermanhoward.com March 18, 2022 City of Aspen Community Development Department 427 Rio Grande Place Aspen, Colorado 81611 Re: 204 South Galena Street, LLC, a Colorado limited liability company; Certificate of Ownership Dear Sir or Madam: I am an attorney licensed by the State of Colorado to practice law. This letter shall confirm and certify that 204 South Galena Street, LLC, a Colorado limited liability company, is the owner of certain improved real property located at 204 South Galena Street, Aspen, Colorado 81611, and legally described as follows (the "Subject Property"): Lots A, B and C, Block 94, City and Townsite of Aspen, County of Pitkin, State of Colorado. The entity 204 South Galena Street, LLC owns the Subject Property, subject only to the following matters of record: 1. Reservations or exceptions as to any mine of gold, silver, cinnabar or copper, or to any valid mining claims or possession held under existing laws, contained in Deeds recorded October 6, 1887 in Book 59 at Page 3 and November 21, 1887 in Book 59 at Page 101. 2. Terms, conditions, provisions, obligations and agreements as set forth in the Resolution #18, Series of 2012 recorded August 27, 2012 at Reception No. 591643. 3. Terms, conditions, provisions, obligations and agreements as set forth in the Resolution #34, Series of 2012 recorded January 8, 2013 at Reception No. 595906. 4. Terms, conditions, provisions, obligations and agreements as set forth in the Resolution #3, Series of 2013 recorded February 25, 2014 at Reception No. 608191. 191 2 54583761.1 5. Terms and provisions of Occupancy and Use Deed Restriction Agreement Regarding Subgrade Space dated April 9, 2014 from 204 South Galena Street, LLC, recorded April 14, 2014 at Reception No. 609434. 6. Terms and provisions of Revocable Encroachment License Application recorded May 1, 2014 at Reception No. 609960. 7. Terms, conditions, provisions, obligations and agreements as set forth in the Stormwater Best Management Practices Operations and Maintenance Agreement recorded January 4, 2016 at Reception No. 626084. 8. Deed of Trust, Assignment of Leases and Rents and Security Agreement dated November 6, 2019 between and 305-7 Mill Street LLC, recorded November 7, 2019 as Reception No. 660253. 9. Assignment of Leases and Rents dated November 6, 2019 between LoanCore Capital Credit REIT LLC, a Delaware limited liability company and 305-7 Mill Street LLC, recorded November 7, 2019 as Reception No. 660254. 10. Assignment of Deed of Trust, Assignment of Leases and Rents and Security Agreement dated as of July 6, 2020 between Loancore Capital Credit REIT LLC, a Delaware limited liability company as assignor and LCC Warehouse I LLC, a Delaware limited liability company as assignee recorded July 6, 2020 as Reception No. 7665615. 11. UCC Financing Statement between 305-7 Mill Street LLC, as debtor, and LoanCore Capital Credit REIT LLC, as secured party, recorded November 7, 2019 as Reception No. 660255. 12. Assignment of Assignment Leases and Rents dated July 6, 2020 between LoanCore Capital Credit REIT LLC, a Delaware limited liability company as assignor and LCC Warehouse I LLC, a Delaware limited liability company as assignee recorded July 6, 2020 as Reception No. 665622 and as Reception No. 665623. 13. Amendment of UCC Financing Statement between LoanCore Capital Credit REIT LLC, a Delaware limited liability company as assignor and LCC Warehouse I LLC, a Delaware limited liability company as assignee recorded July 7, 2020 at Reception No. 665802. 14. Omnibus Amendment to Deeds of Trust, Assignments of Leases and Rents and Security Agreements dated July 12, 2021 to be effective as of March 19, 2021 between 414-422 East Cooper Avenue, LLC, 434 Eat Cooper Avenue, LLC, 730E. Cooper, LLC, 419 East Hyman Avenue, LLC, 232 East Main Street, LLC, 305-7 Mill Street LLC, 312 East Hyman Avenue, LLC, 517 East Hopkins Avenue, LLC, 411 East Hyman Avenue, LLC, 413 East Hyman Avenue, LLC, 204 South Galena Street, LLC and West Hallam Holdings, LLC and LCC Warehouse I LLC, a Delaware limited liability company recorded July 26, 2021 as Reception No. 678834. 192 3 54583761.1 15. Omnibus Amendment to Assignment of Leases and Rents dated July 12, 2021 to be effective as of March 19, 2021 between 414-422 East Cooper Avenue, LLC, 434 Eat Cooper Avenue, LLC, 730E. Cooper, LLC, 419 East Hyman Avenue, LLC, 232 East Main Street, LLC, 305-7 Mill Street LLC, 312 East Hyman Avenue, LLC, 517 East Hopkins Avenue, LLC, 411 East Hyman Avenue, LLC, 413 East Hyman Avenue, LLC, 204 South Galena Street, LLC and West Hallam Holdings, LLC and LCC Warehouse I LLC, a Delaware limited liability company recorded July 26, 2021 as Reception No. 678835. This letter shall further confirm that as the owner of the Subject Property, 204 South Galena Street, LLC has the right and authority to file and pursue land use applications, building permit applications, variance requests, and other requests with the City of Aspen with respect to the Subject Property. Sincerely, Curtis B. Sanders 193 Page | 1 PRE-APPLICATION CONFERENCE SUMMARY DATE: September 21, 2021 PLANNER: Kevin Rayes | kevin.rayes@cityofaspen.com | 970.429.2797 PROJECT NAME AND ADDRESS: 204 S. Galena | Changes to Interior Commercial Space & Exterior Facades PARCEL ID# 2797-073-40-001 REPRESENTATIVE: Matthias Slavens| Matthias.Slavens@crtkl.com DESCRIPTION: The subject property is located within the Commercial Core (CC) zone district, within the Historic District and is improved with a two-story commercial building. The applicant is interested in re-demising the interior space between two existing businesses. This space is located on the ground floor and accessed directly from the street. The space is located along the corner of Galena and Hopkins and has frontage along both streets. A basement is located below the commercial space and is divided into two separate rooms. The applicant is interested in removing the demising wall and using the reconfigured space for office and storage purposes. Additionally, the applicant plans to replace existing storefront glazing and metal mullions with a new design along both street-facing façades of the building. Lastly, the applicant plans to remove two existing entrances and replace both with window displays. At the time of writing this pre-application, the scope of work associated with this project still being finalized. These changes will trigger several reviews that require approval from the Historic Preservation Commission (HPC). Pursuant to Land Use Code Section, 26.304.030.d, Consolidation of Applications, the reviews associated with the application may be combined and reviewed concurrently by HPC. The reviews include the following: 1. HPC Review for Minor Development: Based upon the proposed scope of work, the application is subject to the review procedures set forth in Land Use Code 26.415.070.C, Certificate of Appropriateness for Minor Development which requires review and approval from HPC for compliance with the Historic Preservation Guidelines. (A link to the guidelines is provided on the following page of this pre-application.) Minor Development work includes the following: • Expansion or erection of a structure wherein the increase of Floor Area of the structure is 250 sq. ft. or less or, • Alterations to a building façade, windows, doors, roof planes or material, exterior wall materials, dormer porch, exterior staircase, balcony, or ornamental trim when three or fewer elements or, • Erection or installation of a combination or multiples of awning, canopies, mechanical equipment, fencing, signs, accessory features, and other attachments to designated properties or, • alterations that are made to non-historic portions of a designated historic property that do not qualify for a certificate of no negative effect or, • The erection of street furniture, signs, public art and other visible improvements within designated historic districts of a magnitude or in numbers such that the cumulative impact does not allow for the issuance of a certificate of no negative effect. 194 Page | 2 2. Commercial Design Review Final Design: Commercial Design Review is generally divided into a two- step process known as Conceptual Design and Final Design Review. Conceptual Design Review focuses on site planning, mass, scale, proportions, parking, height, and other elements that define the shape and placement of proposed development. Final Design Review focuses on materials, window size and placement, landscaping, architectural details, detailed roofscape, operational characteristics, and other elements that finalize the architecture and landscape of the proposed development. Because the proposed scope of work will likely not impact massing, parking, or height, many of the review criteria associated with Conceptual Design will not apply. Therefore, the Community Development Director has determined that this application will qualify for Consolidated Commercial Design Review, which allows for Conceptual and Final Design review to be processed concurrently. The review criteria prescribed in the Commercial, Lodging, and Historic District Design Standards and Guidelines should be addressed in the application. It’s important to note that the property is located within the Commercial Core Historic District Character Area as defined in the Commercial, Lodging, and Historic District Design Standards and Guidelines. Improvements should respect the 19th-century historic context and development patterns and offer compatible new design that highlights Aspen’s sense of place and small-town character. The applicant should be sure to address the provisions related to Second Tier Commercial Spaces as described in Land Use Code Section 26.412.080, Second Tier Commercial Space. As previously mentioned, the applicant is contemplating using existing basement space for office and storage use. Within the Commercial Core zone district, a minimum of twenty percent of commercial space within a building must be provided as Second Tier Space. A second-tier space audit is required with the application. The audit should include floor plans and drawings of all existing commercial space in the building as well as existing and proposed conditions depicting how each basement space is accessed. Pending approval for Commercial Design Review, the application shall be subject to Notice of Call-Up by City Council. RELEVANT LAND USE CODE SECTIONS: Section Number Section Title 26.304 Common Development Review Procedures 26.412 Commercial Design Review 26.412.040.f.2 Notice to City Council 26.415.070 Development Involving Designated Historic Property or Property with a Historic District For your convenience – links to the relevant land use materials are provided below: Land Use Application | Land Use Code | Historic Preservation Guidelines | Commercial Design Standards REVIEW BY: Community Development staff for complete application & content PUBLIC HEARING: Yes, review by the Historic Preservation Commission (HPC) PLANNING FEES: $1,300 deposit for 4 hours of staff time | Additional or less hours will be billed or refunded at a rate of $325 per hour REFERRAL FEES: None TOTAL DEPOSIT: $1,300 195 Page | 3 APPLICATION CHECKLIST – PLEASE EMAIL APPLICATION TO: KEVIN.RAYES@CITYOFASPEN.COM Completed Land Use Application and signed Fee Agreement. Pre-application Conference Summary (this document). Applicant’s name, address and phone number, within a letter signed by the applicant stating the name, address and phone number of the representative authorized to act on behalf of the applicant Street address and legal description of the parcel on which d evelopment 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. The purpose of this requirement is to show that the Applicant has the authority to apply for a Land Use Case. 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. A response to all relevant criteria prescribed in the Historic Preservation Guidelines as well as the Commercial, Lodging, and Historic District Design Standards and Guidelines. Second Tier Space Audit representing the Net Leasable Area of all existing commercial s paces in the building as well as floor plans and drawings depicting the existing and proposed access to the basement areas proposed for reconfiguration. HOA Compliance form (Attached to Application) & written consent for the application from the HOA. Once the copy is deemed complete by staff, the following items will then need to be submitted: Total fee for review of the application. 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. 196 March 16, 2022 Subject: Responses to Commercial Design Standards and Historic Preservation Design Guidelines Gucci – 204 S. Galena Street, Aspen, CO 81611; Remodel To Whom It May Concern: We have reviewed the Commercial Design Standards and Historic Preservation Design Guidelines and prepared the attached responses and clarification (see below) for your consideration. Please review our responses and if any additional information is required please feel free to reach out to our office. Please see the bolded Response. Documents reviewed: “Commercial, Lodging, and Historic District Design Standards” “Historic Preservation Design Guidelines” Commercial, Lodging, and Historic District Design Standards Pp. Standards CallisonRTKL Response 1.1 All projects shall provide a context study. Please refer to sheet G‐100, relationship to streetscape and retail context documented. 1.2 All projects shall respond to the traditional street grid. No change in orientation to the street grid proposed in scope of work. 1.9 Minimize the visual impacts of parking. No on‐site parking available, only street parking. No change proposed. 1.11 A minimum building height difference of 2 feet from immediately adjacent buildings is required. No change to existing building height proposed. 1.14 Commercial entrances shall be at the sidewalk level and oriented to the street. No commercial entrance orientated towards S Galena Street, please refer to elevation 01, on sheet A‐300. 1.15 Incorporate an internal airlock or air curtain into first floor commercial space. Confirmed, interior air curtain to be provided and will be submitted under separate interior renovation permit. 1.17 ATMs and vending machines visible from the street are prohibited. No ATM or vending machine on premises. 1.22 Complete and accurate identification of materials is required. Please refer to sheet A‐500 for identification of all proposed materials for your consideration. 1.23 Building materials shall have these features:… Proposed materials convey visual interest and engagement. Please refer to sheet A‐500 for concept rendering. 1.25 Architecture that reflects corporate branding of the tenant is not permitted. The only proposed “branding” would be the two exterior logo signs “GUCCI” for your consideration. 1.27 Trash and recycle service areas shall be colocated along an alleyway where one exists, and screened from view with a fence or door. Confirmed. 197 Date Page 2 of 3 1.29 Delivery areas shall be located along an alleyway where one exists. Confirmed. 1.30 Mechanical equipment, ducts, and vents shall be accommodated internally within the building and/or co‐located on the roof. Confirmed, no change to existing mechanical equipment. 1.32 Transformer location and size are dictated by City and utility company standards and codes. Confirmed, N/A. 1.33 All remodel projects shall meet Standards 1.22 and 1.23. Confirmed. Pp 27‐ 38 Pedestrian Amenity Not applicable. 2.1 Maintain the alignment of facades at the property line. Confirmed, no proposed change. 2.9 Recessed entries are required. Entry is recessed. 2.11 Maintain a floor to ceiling height of 12 to 15 feet for the first floor and 9 feet for the second floor. Confirmed, proposed interior ceiling height to be 12’‐15’ minimum. Interior renovation permit to be filed as a separate permit. 4.4 Maintain a minimum floor to ceiling height of 10 feet for the first floor and 9 feet for the second floor. Confirmed, proposed interior ceiling height to be 12’‐15’ minimum. Interior renovation permit to be filed as a separate permit. Historic Preservation Design Guidelines Pp. Standards CallisonRTKL Response 1.1 All projects shall respect the historic development pattern or context of the block, neighborhood or district. Confirmed. 1.5 Maintain the historic hierarchy of spaces. Confirmed, no proposed change. 2.1 Preserve original building materials. Existing sandstone preserved. New matching sandstone base/sills proposed. 2.2 The finish of materials should be as it would have existed historically. Existing sandstone preserved. New matching sandstone base/sills proposed. 2.3 Match the original material in composition, scale and finish when replacing materials on primary surfaces. Existing sandstone preserved. New matching sandstone base/sills proposed. 3.1 Preserve the functional and decorative features of a historic window. Confirmed. 3.2 Preserve the position, number, and arrangement of historic windows in a building wall. Confirmed, though we are proposing relocating the proposed entry “bay”, please refer to elevation 01, on sheet A‐300. 3.5 Preserve the size and proportion of a historic window opening. Confirmed. 198 Date Page 3 of 3 6.2 When disassembly of a historic element is necessary for its restoration, use methods that minimize damage to the original material. Existing sandstone preserved. New matching sandstone base/sills proposed. 12.1 Address accessibility compliance requirements while preserving character defining features of historic buildings and districts. New proposed ADA ramp at entry 1:12 slope, no handrails required as elevation change is less than 6” ht. 12.4 Minimize the visual impacts of utilitarian areas, such as mechanical equipment and trash storage. Confirmed, no change proposed. 12.6 Signs should not obscure or damage historic building fabric. Confirmed, signage not installed on historic building fabric. 12.7 Sign lighting must be subtle and concealed. Confirmed, signage lighting to be “halo” type. 12.8 Locate signs to be subordinate to the building design. Confirmed. Thank you, Ho Cheuk Choi Associate Principal CallisonRTKL Inc. 199 HOPKINS AVE. ALLEY GA L E N A S T . DIOR GUCCI THE BRAND BALDWIN GALLERY ERMENEGILDO ZEGNA SITE PLAN KEY PLAN P R O J E C T D I R E C T O R Y 03.07.2022 - HISTORICAL BOARD SUBMISSION PACKAGE 3/8/2022 6:58:53 PMP:\Retail\NYC\Gucci\Gucci - Aspen\1.4 Architecture\2-CAD\Sheets\A-000 COVER SHEET.dwg A-000 COVER SHEET 204 S. GALENA STREET, ASPEN, CO 81611 TENANT ARCHITECTLANDLORD STRUCTURAL ENGINEERMEP ENGINEER EXPEDITER MILLWORKER: TBD LIGHTING: CALLISONRTKL INC. 233 BROADWAY, 16TH FLOOR NEW YORK, NY 10279 ARCHITECT OF RECORD GUCCI 195 BROADWAY, 12TH FLOOR NEW YORK, NY 10007 CONTACT:MICHELLE CARRIERI PHONE: 1.646.634.9651 EMAIL:MICHELLE.CARRIERI@GUCCI.COM N N SCOPE OF WORK SPECIAL INSPECTIONS REQUIRED: 1. PRODUCTS CONTAINING ASBESTOS OR ANY OTHER HAZARDOUS MATERIALS SHALL NOT BE SPECIFIED OR USED DURING CONSTRUCTION OF THIS STORE. 2. ALL INTERIOR MATERIALS / FINISHES SHALL BE PRODUCTS INTENDED FOR INTERIOR USE AND HAVE EITHER LOW OR ZERO (0) VOC RATING. 3. G.C. TO CONTACT THE LANDLORD FOR APPROVED ADA/TAS INDEPENDENT PLAN REVIEWERS AND INSPECTORS. COPIES OF DOCUMENTATION SHOWING ACCESSIBILITY SUBMITTAL, REVIEW AND INSPECTION COMPLIANCE MUST BE PROVIDED TO THE LANDLORD FOR RECORD. 4. G.C. MUST PROVIDE WATERPROOFING AT "WET" AREAS INCLUDING FLOORS IN TOILET, DISHWASHER AND FOOD PREP AREAS. TENANT SHALL PROVIDE CONTINUOUS FLASHING (BELOW BASE AND FLOOR FINISHES) ALONG THE ENTIRE EXTENT OF THE WALL/FLOOR INTERSECTION WHERE "WET" AREAS ABUT ADJACENT COMMON AREAS OR ADJACENT TENANTS. 5. G.C. SHALL USE LANDLORD APPROVED SUBCONTRACTORS FOR THE FOLLOWING TRADES: ROOFING, WATERPROOFING, FIRE ALARM & FIRE SPRINKLER. 6. G.C. TO CLEARLY LABEL ALL TENANT EQUIPMENT LOCATED OUTSIDE OF THE DEMISED LEASE SPACE WITH THE TENANT LEASE NUMBER. 7. G.C. TO CONFIRM AS BUILT LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO SAW CUTTING, TRENCHING OR PIER DRILLING. 8. G.C. TO PROVIDE ACCESS PANELS AT ALL EXISTING JBOXES, PLUMBING CLEANOUTS, ETC. 9. ALL FASTENERS INSTALLED INTO THE CONCRETE STRUCTURE SHOULD BE LIMITED TO 3/4" DEPTH TO AVOID POST TENSION CABLES AND MILD REINFORCING. IF A LARGER FASTENER IS REQUIRED, THE SLAB MUST BE SCANNED TO LOCATE THE PT TENDONS AND MILD REINFORCING PRIOR TO ANY DEEP PENETRATIONS BEING MADE. 10. G.C. MUST USE LANDLORD CONTACT FOR PAVERS AROUND PREMISES. SEE LL CONTACT ON FOLLOWING PAGE. THE SCOPE OF WORK INCLUDES THE CONSTRUCTION OF A NEW RETAIL STORE WITHIN THE DEMISED LEASELINE. MAJOR INTERIOR SCOPE INCLUDES LEVELING OF SLAB (IF REQUIRED), INSTALLATION OF NEW CEILING, FLOORING, MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS. MINOR INTERIOR WORK INCLUDES INSTALLATION OF MILLWORK, PARTITIONS, GENERAL FINISHES, DRAPERY, CARPETING, SHELVING, PANTRY AND OFFICE WORKSTATIONS. A CODE ANALYSIS CAN BE FOUND ON THIS PAGE. THERE IS NO CHANGE OF USE GROUP, OCCUPANCY, OR USE. SPRINKLER: THIS PROJECT IS FULLY SPRINKLERED AND COMPLIES WITH ALL EXIT REQUIREMENTS. THE PROJECT MEETS COMPLIANCE WITH 18-11-1117.3.4, ALTERATION TO PRIMARY FUNCTION REQUIREMENTS. ·THE SPACE HAS AN ACCESSIBLE ENTRANCE ·THERE IS AN ACCESSIBLE ROUTE THROUGHOUT THE SPACE ·THE TOILET ROOM IS FULLY ACCESSIBLE 1.GENERAL: A.ALL WORK TO BE COMPLETED IN STRICT ACCORDANCE WITH LOCAL CODES. B.VENDOR IS TO REVIEW ENERGY CONSERVATION REQUIREMENTS AND REFER TO ASHRAE FOR ADDITIONAL REQUIREMENTS, METHODS & CONTROL. C.ALL COVER PLATE & RECEPTACLES OF OUTLETS, SWITCHES & TELEPHONE TO BE FROM THE RADIANT COLLECTION AS MANUFACTURED BY LEGRANDE, COLOR TO MATCH WALL FINISH. ALL FLOOR OUTLETS/ RECEPTACLES TO MATCH VENDOR FLOOR. D.ALL WIRES - CASHWRAP, BACKWRAP & LIGHTING ETC. ARE TO BE CONCEALED. E.FINAL LIGHTING LAYOUT & DESIGN BY VENDOR UNDER SEPARATE VENDOR DESIGN PACKAGE. F.VENDOR IS RESPONSIBLE FOR SURVEYING EXISTING CONDITIONS & VERIFY INFORMATION ON DOCUMENTS. G.FIRE SPRINKLER COVER PLATES TO CONFORM TO LOCAL LIFE SAFETY CODES. 2.LIGHT FIXTURE SCHEDULE BY VENDOR - REFER TO VENDOR DRAWING PACKAGE. 3.RESPONSIBILITY SCHEDULE BY VENDOR - REFER TO VENDOR DRAWING PACKAGE. 4.VENDOR IS RESPONSIBLE FOR ASBESTOS & CONTAMINATED WASTE REMOVAL - IF ANY - IN ANY AREA AFFECTED BY THE VENDOR SHOP. BUILDING DEPARTMENT INFORMATION GENERAL REQUIREMENTSTENANT SAFETY NOTES JURISDICTION:PITKIN COUNTY, COLORADO NAME & ADDRESS:GUCCI 204 S. GALENA STREET ASPEN, CO 81611 NUMBER OF STORIES:1 OCCUPANCY INFO: ZONING ID: HISTORIC DISTRICT:YES FLOOD ZONE: OCCUPANCY TYPE:GROUP M, MERCANTILE CONSTRUCTION TYPE: SPRINKLER:YES FIRE ALARM:YES APPLICABLE CODES: BUILDING 2015 INTERNATIONAL BUILDING CODE MECHANICAL 2015 INTERNATIONAL MECHANICAL CODE PLUMBING 2015 INTERNATIONAL PLUMBING CODE ELECTRICAL 2015 INTERNATIONAL ELECTRICAL CODE FIRE / LIFE SAFETY FIRE CODE 2021 OF COLORADO ENERGY 2015 INTERNATIONAL ENERGY CONSERVATION CODE ACCESSIBILITY 2010 AMERICANS WITH DISABILITIES ACT 204 S. GALENA STREET ASPEN, CO 81611 TBD COPYRIGHT © 2022 CALLISONRTKL PROJECT INFORMATION 003-210127.00 GROSS AREA:5,653 SQ.FT. SALES AREA:4,179 SQ. FT. BOH AREA:1,474 SQ. FT. 204 S. GALENA STREET SPACE A-C ASPEN, CO 81611 ISSUED / REVISED DATEREV. TENANT ARCHITECT MEP ENGINEER STRUCTURAL ENGINEER LANDLORD CALLISONRTKL INC. 233 BROADWAY, 16TH FLOOR NEW YORK, NY 10279 CONTACT:MICHAEL ROSTKOWSKI PHONE:907.854.9975 E: michael.rostkowski@crtkl.com GUCCI 195 BROADWAY, 12TH FLOOR NEW YORK, NY 10007 CONTACT:MICHELLE CARRIERI PHONE:646.634.9651 E: michelle.carrieri@gucci.com GUCCI EXPEDITOR TBD HISTORICAL BOARD SUBMISSION PACKAGE 03-07-2022 GENERAL CONTRACTOR TBD TBD TBD TBD CONTACT:MICHAEL ROSTKOWSKI PHONE:907.854.9975 EMAIL: MICHAEL.ROSTKOWSKI@CRTKL.COM CONTACT:MICHAEL ROSTKOWSKI PHONE:907.854.9975 EMAIL: MICHAEL.ROSTKOWSKI@CRTKL.COM TBDTBD TBD TBD GUCCI STOREFRONT @ 204 S. GALENA STREET, ASPEN, CO 81611 PLOT PLAN N 2022-03-12 200 *THE GENERAL CONTRACTOR IS REQUIRED TO REVIEW AND SHALL INSTRUCT THEIR SUBCONTRACTORS TO REVIEW ALL DOCUMENTS PRIOR TO BIDDING AND CONSTRUCTION. *FOR CLARIFICATION PURPOSES THE OWNER, TENANT AND CLIENT ARE THE SAME PARTY LEASING THE SPACE FROM THE LANDLORD. FOR CLARIFICATION PURPOSES THE GENERAL CONTRACTOR AND CONTRACTOR ARE THE SAME PARTY WORKING FOR THE TENANT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK IN ALL DOCUMENTS AND PROJECT MANUAL UNLESS OTHERWISE NOTED. 1. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE CODES, SUB-CODES AND BUILDING DEPARTMENTS HAVING JURISDICTION. THE GENERAL CONTRACTOR SHALL CONTACT THE LOCAL BUILDING OFFICIALS FOR THE SPECIFIC REQUIREMENTS OF THIS USE GROUP. 2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE TO THE RULES AND GUIDELINES OF BUILDING MANAGEMENT. THE GENERAL CONTRACTOR SHALL CONTACT AND MEET MANAGEMENT AS REQUIRED. PRIOR TO BID, THE GENERAL CONTRACTOR SHALL OBTAIN A COPY OF THE LANDLORD'S TENANT HANDBOOK / CRITERIA TO BECOME FAMILIAR WITH THE BUILDING RULES AND REGULATIONS AND ANY ITEMS (INSURANCE, DEPOSITS, SHUT DOWN FEES, ETC.) THAT MAY IMPACT THE GENERAL CONTRACTOR'S SCOPE OF WORK AND BID. 3. THE GENERAL CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THE AREA OF WORK TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND WITH THE DIFFICULTIES THAT WILL AFFECT THE EXECUTION OF THIS WORK. SUBMISSION OF THE BID WILL BE ASSURANCE THAT SUCH AN EXAMINATION HAS BEEN MADE. EXTRA COMPENSATION WILL NOT BE RECOGNIZED FOR ADDITIONAL WORK THAT SHOULD HAVE BEEN FORESEEN. NOTE THAT CONDITIONS SHOWN ON THE DOCUMENTS ARE BASED ON AS-BUILT INFORMATION. 4. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES, OMISSIONS, AND CONFLICTS ON THE DRAWINGS OR AT THE SITE IN WRITING BEFORE SUBMITTING BID OR EXECUTING WORK. FAILURE TO GIVE NOTICE WILL CAUSE THE GENERAL CONTRACTOR TO BE HELD RESPONSIBLE FOR THE RESULTS AND THE COST OF RECTIFYING THE SAME. 5. THE GENERAL CONTRACTOR SHALL HAVE AT ALL TIMES, ON PREMISES, AN APPROVED SET OF DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND LANDLORD. 6. THE GENERAL CONTRACTOR SHALL HAVE AT ALL TIMES, ON PREMISES, A SET OF CONSTRUCTION DOCUMENTS TO INDICATE, IN WRITING, ALL 'AS-BUILT' CONDITIONS AND/OR APPROVED CHANGES TO BE TURNED OVER TO THE TENANT WHEN THE PROJECT IS COMPLETE. SEE NOTE 14. 7. THE GENERAL CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEBRIS ON A DAILY BASIS AND IN PREPARATION OF SITE MEETINGS, WALK-THROUGHS AND INSPECTIONS. THE GENERAL CONTRACTOR MUST MAINTAIN A CLEAR PATH OF EGRESS FROM THE PREMISES FREE FROM TRASH AND RUBBISH AT ALL TIMES. 8. ALL WOOD SHALL BE NON-COMBUSTIBLE UNLESS THE GENERAL CONTRACTOR VERIFIES THAT COMBUSTIBLE MATERIALS ARE PERMITTED BY THE PARTIES HAVING JURISDICTION. 9. MATERIAL SUBSTITUTIONS OR DEVIATIONS FROM THE ARCHITECT'S DRAWINGS WILL NOT BE ACCEPTED UNLESS PRESENTED TO THE ARCHITECT FOR APPROVAL IN A REASONABLE TIME PRIOR TO SUBMITTING THE BID OR EXECUTING WORK. 10. THE GENERAL CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE PREMISES TO BE ALTERED UNTIL COMPLETION AND ACCEPTANCE OF THE WORK. THE GENERAL CONTRACTOR SHALL PROTECT ALL ADJACENT CONSTRUCTION AND MAKE ALL REQ'D REPAIRS TO THE SATISFACTION OF THE LANDLORD. 11. THE STRUCTURAL SYSTEM OF THE BUILDING HAS BEEN DESIGNED TO CARRY A MAXIMUM LIVE LOAD. THE LOADING IMPOSED BY ANY OF THE TENANT'S WORK ON A TEMPORARY OR PERMANENT BASIS SHALL NOT EXCEED SUCH LOADS. 12. THE G.C. SHALL BE RESPONSIBLE TO CONTACT THE OWNER TO VERIFY OWNER SUPPLIED MATERIALS AND THE RESPONSIBILITIES ASSOCIATED WITH SAID ITEMS PRIOR TO SUBMISSION OF BID. - THE G.C. IS RESPONSIBLE FOR THE LABOR COST ASSOCIATED WITH UNLOADING ALL OWNER / VENDOR SUPPLIED ITEMS AT THE PROJECT SITE AND REMOVAL OF ANY SHIPPING MATERIAL. - THE G.C., WITHIN 3 DAYS OF DELIVERY TO OWNER'S WAREHOUSE FACILITY, SHALL ACCEPT DELIVERY OF ITEMS AND BE RESPONSIBLE TO INSPECT FOR DAMAGE. QUANTITIES AND SIZE OF ITEMS SHALL BE VERIFIED BY G.C. IN RELATION TO CONSTRUCTION DOCUMENTS. - THE G.C., WITHIN 3 DAYS, SHALL REPORT AND PHOTOGRAPH ALL DAMAGE AND/OR DISCREPANCIES FOR OWNER TO REPLACE ITEMS. FAILURE OF THE G.C. TO CONTACT THE OWNER WILL RESULT IN THE G.C. TO BEAR ALL ASSOCIATED COSTS TO PERFORM WORK AND MEET CONSTRUCTION SCHEDULE. 13. THE GENERAL CONTRACTOR SHALL SUBMIT ALL CHANGES TO THE CONTRACT AMOUNT TO THE TENANT FOR WRITTEN APPROVAL PRIOR TO EXECUTION OF WORK. UNLESS NOTIFIED BY GENERAL CONTRACTOR, SAID CHANGES WILL NOT AFFECT THE CONSTRUCTION SCHEDULE. 14. THE GENERAL CONTRACTOR SHALL KEEP ALL HANDBOOKS, PAPERWORK, AND KEYS ON PREMISES TO BE TURNED OVER TO THE TENANT WITH THE PERMIT, CERTIFICATE OF OCCUPANCY, LIEN WAIVERS, WARRANTIES, GUARANTEES, AND EQUIPMENT OPERATION MANUALS. INCLUDED WITH THIS INFORMATION IS TO BE A LIST OF ALL SUBCONTRACTORS WITH TELEPHONE NUMBERS. 15. THE G.C. IS RESPONSIBLE FOR ALL TEMPORARY POWER, UTILITY SHUT DOWNS, DEPOSITS AND ASSOCIATED LANDLORD FEES. 16. THIS PROJECT HAS BEEN DESIGNED AND IS TO BE CONSTRUCTED TO BE ADA ACCESSIBLE. 17. THERE IS NO CHANGE OF USE FILED UNDER THIS APPLICATION. 18. MAINTAIN ALL ORIGINAL FIRE RATINGS AND FILL, PATCH OR REPAIR ALL DEMISE WALLS AND FIRE PROOFING REMOVED OR DAMAGED DURING WORK. 19. GC IS REQUIRED TO CHECK IN WITH LANDLORD'S ON SITE PROPERTY MANAGER PRIOR TO THE START OF TENANT CONSTRUCTION. 20. GC IS RESPONSIBLE TO COMPLY WITH ALL BUILDING RULES AND REGULATIONS AND AS INSTRUCTED ON SITE BY BUILDING MANAGEMENT. 21. ANY DAMAGE TO LANDLORD'S PROPERTY DURING TENANT DEMOLITION OR CONSTRUCTION (FLOORING, BULKHEAD, NEUTRAL PIERS, ETC.) WILL BE REPAIRED PER LANDLORD SPECIFICATIONS AT GC'S EXPENSE. 22. ANY LANDLORD EQUIPMENT, COMPONENT, AND / OR SERVICE FEEDING OTHER TENANT(S) THAT IS EXISTING IN THE SPACE MUST REMAIN VISIBLE AND ACCESSIBLE TO THE LANDLORD. GC SHALL INSTALL ACCESS PANELS AS REQUIRED TO MAINTAIN ACCESS. ACCESS PANELS SHALL BE LABELED TO PROPERLY IDENTIFY SYSTEM. COORDINATE WITH BUILDING OPERATIONS. 23. THE RE-USE OF ANY EXISTING CONSTRUCTION, FINISHES, EQUIPMENT, OR ELECTRICAL, PLUMBING OR HVAC SYSTEMS CURRENTLY IN THE SPACE IS CONDITIONAL UPON IT BEING APPROPRIATE FOR RE-USE. ANY EXISTING CONDITION OR EQUIPMENT TO BE RE-USED MUST BE RESTORED TO LIKE NEW CONDITIONS. THE LANDLORD MAKES NO WARRANTY ON THE RE-USE OF ANY EXISTING CONDITION IN THE SPACE. 24. IF AT ANY POINT A FAILURE, UPGRADES, AND / OR IMPROVEMENTS TO THE EXISTING SYSTEMS OCCUR, IT IS THE SOLE RESPONSIBILITY OF THE GC TO REPAIR OR REPLACE, AT GC'S EXPENSE. 25. LANDLORD AND TENANT RESPONSIBILITIES ARE DEFINED IN LEASE AGREEMENT. A SITE MEETING WILL BE HELD ON SITE ONCE THE SPACE HAS BEEN COMPLETELY DEMOLISHED BUT PRIOR TO FRAMING OR COMMENCEMENT OF CONSTRUCTION. THE PURPOSE OF THIS SITE MEETING IS TO ENSURE THAT ALL OF THE MEMBERS OF THE CONSTRUCTION TEAM (GENERAL CONTRACTOR, MILLWORKER, ARCHITECT AND CLIENT) ARE ON THE SAME PAGE ON WHAT IS EXPECTED AND HOW THE STORE WILL BE CONSTRUCTED. IN ADDITION TO A STANDARD SITE KICK-OFF MEETING (MEET & GREET, REVIEW OF STORE RULES AND REGULATIONS, DELIVERY OF INFORMATION, ETC…) WE WILL LAY OUT THE STORE AS A TEAM AND SIGN OFF ON THE LAYOUT PRIOR TO ANY CONSTRUCTION TAKING PLACE. THIS WILL HELP TO ENSURE THAT WHEN THE MILLWORK IS DELIVERED TO THE SITE IN THE LATER PART OF THE PROJECT THERE ARE NO CONFLICTS BETWEEN THE MILLWORK AND WHAT THE GENERAL CONTRACTOR HAS BUILT ON SITE. THE FOLLOWING IS EXPECTED AS PART OF THIS MEETING: PRIOR TO SITE MEETING: §GENERAL CONTRACTOR WILL HAVE COMPLETELY DEMOLISHED THE AREA OF WORK AND EXPOSED ALL POTENTIAL OBSTRUCTIONS WITHIN THE SPACE (PIPES, RISERS, STRUCTURAL ELEMENTS, ETC…) §GENERAL CONTRACTOR WILL HAVE DETERMINED THE LEVELNESS OF THE FLOOR SLAB AND MARKED THE HIGH AND LOW POINTS IN RELATION TO THE STORE FLOORING AT THE THIRD. THIS IS CRITICAL TO DETERMINE IF WE HAVE ANY CONFLICTS WITH EXISTING SPRINKLER LINES, DUCTS AND STEEL. A 5'-0” WATER MARK (ABOVE FINISHED FLOOR) SHOULD BE DRAWN AT THE PERIMETER OF THE SPACE/ ON THE COLUMNS. THIS MARK WILL BE USED THROUGHOUT THE DURATION OF THE PROJECT. THE GENERAL CONTRACTOR WILL MARK OUT A 5'-0” GRID OVER THE ENTIRE SPACE AND MARK THE ELEVATIONS AT EACH OF THE GRID INTERSECTIONS. §GENERAL CONTRACTOR WILL HAVE MARKED THE CENTERLINE OF THE COLUMNS ON THE FLOOR; THESE LINE SHOULD CONTINUE THE LENGTH OF THE STORE SO THAT WE CAN PERFORM ALL LAYOUT LINES OFF OF THESE MARKS. GC WILL CONFIRM THAT THE LINES ARE 90 DEGREES (PERPENDICULAR) TO EACH OTHER SO THAT WE ARE SURE OF AN ACCURATE LAYOUT. §MILLWORKERS ARE TO PREPARE AT LEAST TWO DRAWINGS BASED UPON THE SHOP DRAWINGS FOR THE MILLWORK. THE FIRST DRAWING IS TO SHOW ALL OF THE DIMENSIONS ON THE FLOOR PLAN. THIS WILL BE USED TO LAY OUT THE STORE IN THE FIELD TO MATCH WHAT IS BEING BUILT IN THE SHOP. THE SECOND DRAWING IS TO SHOW THE LOCATIONS (HEIGHT ABOVE FLOOR, LOCATION IN PLAN) OF THE POWER CONNECTIONS FOR THE MILLWORK. THE PLAN SHOULD ALSO INDICATE THE TYPE OF CONNECTION REQUIRED (PLUG IN DUPLEX, JUNCTION BOX WITH WHIP). §MILLWORKERS ARE TO PROVIDE BOTH ARCHITECT AND GENERAL CONTRACTOR WITH A SET OF MILLWORK SHOP DRAWINGS TO BE USED FOR COORDINATION PURPOSES (AFTER THE FINAL LAYOUT IS DETERMINED AND THE DRAWINGS HAVE BEEN REVISED TO REFLECT ANY MODIFICATIONS MADE ON SITE). THESE DETAILS WILL ALLOW FOR THE GC TO DETERMINE WHERE BLOCKING IS REQUIRED, EXTENT OF FINISHES REQUIRED IN WHITE BOX BUILD OUT, TYPE OF TRIM REQUIRED FOR MILLWORK VS SHEETROCK CEILINGS FOR ITEMS SUCH AS LINEAR DIFFUSERS AND LIGHT FIXTURES. §GENERAL CONTRACTOR IS TO LAYOUT RUNS FOR MAJOR DUCTS, ELECTRICAL RUNS AND SPRINKLER LINES, SO THAT WE CAN FORESEE ANY POTENTIAL CONFLICTS WITH PROPOSED SOFFITS AND CEILING HEIGHTS. DURING THE SITE MEETING: §GENERAL CONTRACTOR WILL HAVE A PERSON AVAILABLE (FROM THE DRYWALL SUBCONTRACTOR, I.E. THE PERSON WHO WILL ACTUALLY BE FRAMING THE WALLS, CEILINGS AND SOFFITS) TO MARK THE LAYOUT ON THE SLAB WITH CHALK LINES. ONCE APPROVED WE WILL USE SPRAY PAINT TO MAKE THE LINES PERMANENT. GC TO HAVE THE FOLLOWING TOOLS AVAILABLE FOR USE - LASER, CHALK LINE (AS MANY COLORS AS POSSIBLE), SPRAY PAINT, BOLD MARKERS (TO WRITE NOTES ON THE SLAB AS REQUIRED) LARGE SQUARE AND TAPE MEASURE. IN THE PAST WE HAVE FOUND IT HELPFUL FOR THE GC IF WE USE DIFFERENT COLORS OF CHALK/SPRAY PAINT TO INDICATE MILLWORK, DRYWALL AND CEILING SOFFITS. §MILLWORKER, ARCHITECT AND GC/FRAMER WILL PHYSICALLY LAYOUT THE STORE TOGETHER AND SIGN OFF ON THE LAYOUT WHEN COMPLETE. IN THE PAST WE HAVE FOUND THAT THERE IS NO ADVANTAGE TO HAVING THE GC LAYOUT THE STORE PRIOR TO THE MEETING AS MOST OF THE LAYOUT LINES WILL NEED TO MOVED SLIGHTLY. §THE HVAC SUB-CONTRACTOR SHOULD BE ON SITE TOWARDS THE END OF THE LAYOUT TO INDICATE RUNS FOR DUCTWORK (AGAIN, TO PREVENT CONFLICTS IN SOFFIT FRAMING AND CEILING HEIGHTS. ALL WORK SHOWN ON THESE DRAWINGS IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL ASPECTS OF CONSTRUCTION AND BUILDING TRADES INCLUDING MILLWORK ITEMS. WORK DENOTED BY M.C. (MILLWORK CONTRACTOR) OR BY OWNER WILL BE FURNISHED BY OTHERS. G.C. IS TO REVIEW MILLWORK SHOP DRAWING & NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS & MILLWORK SHOP DRAWINGS 1. ANY EXISTING EQUIPMENT OR COMPONENT IN OR PERTAINING TO THE PREMISES THAT IS BEING ABANDONED MUST BE DEMOLISHED COMPLETELY AND PROPERLY REMOVED FROM PREMISES. 2. ALL ABOVE GROUND UTILITY LINES NOT TO BE REUSED MUST BE REMOVED TO POINT OF ORIGIN. 3. ALL ROOF MOUNTED EQUIPMENT ABOVE THE LEASED PREMISES NOT TO BE RE=USED MUST BE REMOVED BY GC. ROOF MUST BE PROPERLY PATCHED BY MALL REQUIRED ROOFER. ROOF CURBS MUST BE REMOVED AND ROOF PATCHED - DO NOT CAP. COORDINATE ALL WORK WITH MALL OPERATIONS DIRECTOR. 4. SLAB REQUIREMENTS: SLAB ON GRADE: TENANT'S GENERAL CONTRACTOR SHALL ADVISE THE OPERATION TEAM PRIOR TO ANY SLAB MODIFICATIONS OR REMOVAL. GC SHALL VERIFY THAT WORK SHALL NOT CONFLICT WITH ANY EXISTING STRUCTURAL, UTILITY, OR OTHER UNDER SLAB CONDITION. (NONDESTRUCTIVE VERIFCATION MAYBE REQUIRED>) ANY DAMAGE OR DOWNTIME CAUSED BY GC'S WORK SHALL BE REPAIRED AND REIMBURSED AT TENANT'S EXPENSE. ELEVATED SLABS: TENANT'S GENERAL CONTRACTOR SHALL ADVISE THE OPERATIONS TEAM PRIOR TO ANY SLAB MODIFICATION OR REMOVAL. IF ANY ELEVATED SLAB IS TO BE MODIFIED IN ANYWAY (DRILLED, CORED, OR PENETRATED), TENANT SHALL PROVIDE STAMPED AND CERTIFIED DRAWINGS BY A LICENSED STRUCTURAL ENGINEER CERTIFIED IN THE LOCAL JURISDICTION. ALL PENETRATIONS SHALL BE CORE BORED ONLY. SAW CUTTING, JACK HAMMERING, AND TRENCHING IS STRICTLY PROHIBITED. ALL PENETRATIONS SHALL BE SLEEVED, SEALED, FIRE STOPPED, AND WATERPROOFED. THE PENETRATION SLEEVE SHALL EXTEND A MINIMUM OF 4" ON EITHER SIDE OF THE SLAB AND BE LABELED WITH THE REQUIRED NFPA RATING. GC SHALL VERIFY THAT WORK SHALL NOT CONFLICT WITH ANY EXISTING STRUCTURAL, UTILITY, OR OTHER UNDER SLAB CONDITION. (NONDESTRUCTIVE VERIFICATION MAYBE REQUIRED.) ANY DAMAGE OR DOWNTIME CAUSED BY GC'S WORK SHALL BE REPAIRED AND REIMBURSED AT TENANT'S EXPENSE. 1. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE LANDLORD'S STRUCTURE, FLOOR DECK, OR ROOF DECK. GC MAY ATTACH, NON-DESTRUCTIVELY, TO OR SUSPEND FROM THE TOP CHORD OF THE JOIST OR THE STRUCTURAL STEEL WHICH EXISTS ABOVE THE TENANT SPACE. WHEN ATTACHING TO LANDLORD'S STRUCTURE, DO NOT DRILL, WELD, SCREW, OR SHOOT INTO STRUCTURE. ALTERNATIVE METHODS OF ATTACHMENT ONLY, NOTHING TO DAMAGE LANDLORD'S BASE BUILDING STRUCTURE. TENANT SHALL PROVIDE SIGNED AND SEALED STRUCTURAL DRAWINGS, BY A STRUCTURAL ENGINEER WITH LEGALLY ACTIVE REGISTRATION AS INDICATED BY ALL JURISDICTIONAL REQUIREMENTS, FOR ALL STRUCTURAL MODIFICATIONS FOR LANDLORD RECORDS. SITE KICKOFF MEETING NOTESGENERAL NOTES DISCLAIMER DRAWING LIST GENERAL DEMOLITION NOTES GENERAL CEILING NOTES IS S U E D A T E 03 . 0 7 . 2 0 2 2 - H I S T O R I C A L B O A R D S U B M I S S I O N DRAWING ARCHITECTURAL A-000 COVER SHEET A-001 DRAWING LIST AND GENERAL NOTES A-004 ACCESSIBILITY DESIGN STANDARDS D-200 DEMOLITION ELEVATION A-300 STOREFRONT ELEVATIONS A-500 RENDERINGS AT STOREFRONT ENTRY G-100 EXISTING PHOTOGRAPHS G-101 VISUAL MERCHANDISING WINDOW SAMPLES P:\Retail\NYC\Gucci\Gucci - Aspen\1.4 Architecture\2-CAD\Sheets\A-001 DRAWING LIST.dwg A-001 DRAWING LIST AND GENERAL NOTES DOOR NUMBER ( SEE DOOR SCHEDULE ) CEILING TYPE CEILING HEIGHT DETAIL TYPE NUMBER 1 XX X'-X" XX FINISH TAG X XXXX XXXX SCALE: XXXX DRAWING LABEL PORTAL NUMBERA X X-X X X-X X X-X DETAIL NUMBER SHEET NUMBER (ENLARGED DETAIL) DETAIL NUMBER SHEET NUMBER (ELEVATION) DETAIL NUMBER SHEET NUMBER (SECTION) SPECIFIC SHEET NOTES X ROOM NAME ROOM NUMBER 3 REVISION DELTA X XXXX XXX REVISION CLOUD XX COLUMN LINE BUBBLE XXXXX EL. X'-X" POINT DESCRIPTION ELEVATION/ DATUM X PARTITION TYPE NUMBER (SEE PARTITION SCHEDULE) SYMBOLS LEGEND SYMBOL SYMBOL TYPE SYMBOL SYMBOL TYPE COPYRIGHT © 2022 CALLISONRTKL PROJECT INFORMATION 003-210127.00 GROSS AREA:5,653 SQ.FT. SALES AREA:4,179 SQ. FT. BOH AREA:1,474 SQ. FT. 204 S. GALENA STREET SPACE A-C ASPEN, CO 81611 ISSUED / REVISED DATEREV. TENANT ARCHITECT MEP ENGINEER STRUCTURAL ENGINEER LANDLORD CALLISONRTKL INC. 233 BROADWAY, 16TH FLOOR NEW YORK, NY 10279 CONTACT:MICHAEL ROSTKOWSKI PHONE:907.854.9975 E: michael.rostkowski@crtkl.com GUCCI 195 BROADWAY, 12TH FLOOR NEW YORK, NY 10007 CONTACT:MICHELLE CARRIERI PHONE:646.634.9651 E: michelle.carrieri@gucci.com GUCCI EXPEDITOR TBD HISTORICAL BOARD SUBMISSION PACKAGE 03-07-2022 GENERAL CONTRACTOR TBD TBD TBD TBD 2022-03-12 201 30 " M I N . 52" MIN.19" MIN. 30" MIN.19 " M I N . 34 " M I N . 48 " M I N . 30" MIN.42" MIN. HIGH FORWARD REACH 24" MAX. 34 " M A X . 46 " M A X . 30" 10" MAX 15 " MI N 48 " M A X . 30" MAX. SIDE REACH OVER AN OBSTRUCTION HIGH AND LOW SIDE REACH LIMITS 48 " M A X . 52" MIN. 48 " M A X . 21". MAX. 48 " M A X . 20" MAX. 52" MIN. MAXIMUM FORWARD REACH OVER AN OBSTRUCTION CLEAR FLOOR SPACE PARALLEL APPROACH CLOSETS 40 " M I N . 48 " M A X . 21". MAX. SHELVES NOTE: AT PASS THROUGH KITCHENS, A MIN. 40 INCH CLEAR PATH. AT 'U' SHAPED OR DEAD-END KITCHENS, 67 INCH MIN CLEAR. REACH DIAGRAMS APPLY TO EQUIPMENT AND REF/FREEZER27 " M I N . CL R . 34 " M A X . MINIMUM CLEARANCES FOR SEATING AND TABLES 34 " M I N 44 " M A X . >20"-25" MAX. 52" MIN. 27 " M I N . CL R . 34 " M A X . MINIMUM MANEUVERING CLEARANCES IN ALCOVES X> 2 8 " 36" MIN 64" MIN X> 1 5 " 52 " 10"MAX.30" MIN. T-SHAPE 180° TURNS CLEAR WIDTH FOR TWO WHEEL CHAIRS TO PASS PARALLEL THROUGH CORRIDOR 180° TURNS AROUND AN OBSTRUCTION WHEELCHAIR TURNING SPACE NOTE: * CORRIDORS WITH OCCUPANCY OF 9 OR LESS ** CORRIDORS WITH OCCUPANCY OF 10 OR MORE ALSO REFER TO OCCUPANT LOAD FOR REQUIRED EGRESS WIDTH. 67 " D I A . 42" MIN.*42" MIN.* 48 " M I N . 36 " M I N . * 36"*60" MIN. 36" MIN. *36" MIN. * 60 " M I N . 8" MIN. 8" MIN. 52 " M I N . 8" MI N . 68" MIN. CLR. 'X' < 52" 60 " M I N . 36" MIN. 24 " MA X . 52 " M I N . 24 " MA X . 32" MIN. MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR 32" MIN. ACCESSIBLE CORRIDORS AND TURNINGACCESSIBLE MINIMUM REACH > 2 ' - 0 " 3'-0" MIN. > 2 ' - 0 " 3'-0" MIN. 4' - 0 " MI N . 3' - 6 " MI N . 1'-6" MIN. 5' - 0 " MI N . X > 8 " 4' - 0 " MI N . X > 8 " 4' - 0 " MI N . X > 8 " 1'-0" MIN. RECESSED DOOR (PULL SIDE) RECESSED DOOR (PUSH SIDE) RECESSED DOOR WITH LATCH & CLOSURE OPENING W/O DOOR (SIDE) OPENING W/O DOOR (FRONT APPROACH) ACCESSIBLE OPENINGS AND RECESSED DOORS ACCESSIBLE PATH OF TRAVEL 44 " M I N * * 44" MIN**44" MIN** 44" MIN** 43" MIN.*43" MIN.* 43 " M I N . 44" MIN**44" MIN** 'X' < 52" 40 M I N . 60 M I N . 64 MIN. 40 MIN. 12 MIN. 12 MIN. 20 M I N . 36 M I N . 60 M I N . 68 MIN. 24 M I N . 36 MIN. 16 MIN. 16 MIN. 8 MIN. 8 MI N . 15 " M I N . 36 " M I N . 36" MIN. 8" MIN. 8" M I N . 44 " M I N . 36" MIN. 36 " M I N . 36" MIN. 42 " M I N . 38" MIN. 40 " M I N . 24 " MI N . 4" M I N . 24" MIN. 4" MIN. 90° TURNS AROUND AN OBSTRUCTION 52 " M I N . (D) FRONT APPROACH SLIDING DOORS 52 " M I N . (G) FRONT APPROACH FOLDING DOORS 42 " M I N . 54" MIN. (E) SLIDE SIDE APPROACH SLIDING/FOLDING DOORS 42 " M I N . (H) SLIDE SIDE APPROACH FOLDING DOORS 54" MIN. (F) LATCH SIDE APPROACH SLIDING DOORS 42 " M I N . 24" MIN. (H) LATCH SIDE APPROACH FOLDING DOORS 42 " M I N . 24" MIN. NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES 22". MIN. 54" MIN. PUSH SIDE 44 " M I N . 36" MIN.60 " M I N . PULL SIDE 48" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER HINGE APPROACH PUSH SIDE 44 " M I N . 48 " M I N . PULL SIDE LATCH APPROACH 24" MIN. * * * 24" MIN. 22" MIN. 54" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER** ** 18 " M I N . 18 " M I N . 52"" MIN. 52 " " M I N . DOORS AT ADJACENT WALLS DOORS AT OPPOSITE WALLS 48" MIN. 20 " " MI N . 52"" MIN. 12 " M I N . 12 " M I N . PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER BOTH DOORS OPEN OUT NOTES: FOR DOORS SERVING OTHER THAN A REQUIRED EXIT STAIRWAY DOOR IN SERIES ACCESSIBLE VESTIBULES ACCESSIBLE DOOR CLEARANCES-SIDE APPROACH 60 " " MI N . 60 " M I N . (a) PULL SIDE (INTERIOR DOOR) 32" MIN. NOTE:PROVIDE BUMPER IN POCKET TO PREVENT DOOR FROM FULLY RECEDING (b) SLIDING DOOR (c) FOLDING DOOR 32" MIN. PULL SIDE CLEAR LEVEL LANDING PUSH SIDE CLEAR LEVEL LANDING PROVIDE 12" MIN. IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER NOTE: 2% MAX SLOPE AT EXTERIOR LANDINGS ONLY 52 " M I N . 60 " M I N . 12" 32" MIN. CLR. 18" CLR. @INT.DOORS 24" CLR. @ EXT. DOOR 10" MIN BOTTOM RAIL SINGLE-EFFORT, NON-GRASP HARDWARE AT 34" TO 44" A.F.F CBC 11B-404.2.7 FROM DOOR TO STOP 90.00° 18" MIN.X > 8 " PULL SIDE * * * CLEAR LEVEL LANDING * X PLAN NOTE: X= 18" MIN. ALCOVE DEPTH THEN Y=32" MIN. CLR. IF ALCOVE DEPTH (X) IS GREATER THAN 24", THEN ALCOVE WIDTH (Y) MUST BE A MINIMUM OF 36" CLEAR. 1'-4" [406] 1'-6" [457]\X19" MAX 36 " M A X @ S P O U T O U T L E T 27 " M I N . C L R . 9" [2 2 9 ] 6" [152] 8" MIN KNEE CLR. 11" MIN. 4" MAX. 15" MIN. 52 " X Y 4" M A X . 15 " M I N . 18 " M I N . 19 " M A X . PLAN OF "HIGH-LOW" DRINKING FOUNTAIN "HIGH" FOUNTAIN "LOW" FOUNTAIN NOTE: 1. ALL DRINKING FOUNTAINS SHALL EITHER BE LOCATED COMPLETELY WITHIN ALCOVES OR COMPLETELY BETWEEN WING WALLS SO AS TO NOT ENCROACH INTO THE PEDESTRIAN WAYS. WING WALLS SHALL PROJECT FROM THE WALL AND REST ON THE FLOOR OR FLOAT NO MORE THAN 6" AFF.( CBC 11B-602.9) 2. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4" HIGH MIN. AND SHALL BE LOCATED 4" MAX. FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORZ. RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3" OF THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAX. WHERE POUTS ARE LOCATED 3"-5" MAX FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAX. 3. SPOUT OUTLETS FOR STANDING PERSONS SHALL BE 38" MIN AND 43" MAX. ABOVE THE FINISH FLOOR.17" MIN. CLR. Y X 52 " EQ EQ EQ EQ PLAN OF LOW DRINKING FOUNTAIN SECTION OF LOW DRINKING FOUNTAIN CLEAR FLOOR SPACE INSULATE HOT WATER PIPES AND DRAIN TO PROTECT AGAINST CONTACT. LINE OF REQUIRED CLEARANCE 18" MIN. [457] 17 " M I N . [ 4 3 2 ] 17" MIN. [432] DEPTH 8" MIN. KNEE CLR. 6"MIN. [153] 9" M I N . [ 2 2 9 ] 27 " M I N . [ 6 8 6 ] 29 " M I N . [ 7 3 7 ] 34 " M A X . [ 8 6 4 ] TO CENTERLINE 19 " . MA X . 52 " M I N . 30" MIN. PLAN VIEWSIDE ELEVATION 11"MIN. [279] 4'-6" 1'-0"3'-6" 19 " M I N TO O U T L E T 3'-0" [914] 1'-0" [305]\XMIN. 33 " - 3 6 " T O T O P OF G R I P P I N G S U R F A C E 17 " - 1 9 " 17"-18" 33 " - 3 6 " T O T O P OF G R I P P I N G S U R F A C E 7"-9" 2'-0" [610]\XMIN. TOILET SIDE ELEVATIONTOILET FRONT ELEVATION FLUSH ACTIVATOR WIDE SIDE 24" MIN 13 1/2" MIN. 17 " M A X 52 " M I N . 30" MIN. 6' MAX. 44 ' M A X . T O FL U S H C O N T R O L RIM CLEAR FLOOR SPACE URINAL PLAN VIEW URINAL SIDE ELEVATION EQEQ 30 " M I N 3' - 0 " [9 1 4 ] M I N . 5'-0"MIN. [1524] 6" [152] \XMAX. SL O P E 1/ 4 " / F T . MA X . NOTE: WHERE DRAINS ARE PROVIDED, GRATE OPENINGS ARE MAX. 1/4" AND FLUSH WITH FLOOR 6" [152] \XMAX. 6" [1 5 2 ] \ X M A X . 6" [1 5 2 ] \ X M A X . 48 " M A X . 33 " T O 3 6 " T . O . B A R ACCESSIBLE ROLL-IN SHOWER (NO SEAT)ACCESSIBLE LAVATORY ACCESSIBLE TOILET AND URINAL CL CLCL CL CL CL CL CL CL CL CL CL 33 " T O 3 6 " T . O . B A R 33 " T O 3 6 " T . O . B A R 59" MIN. HOSE HAND HELD SPRAYER SINGLE LEVER CONTROL VALVE ALLOWABLE CONTROL AREA SHOWN HATCHED CL ALLOWABLE CONTROL AREA SHOWN HATCHED ALLOWABLE CONTROL AREA SHOWN HATCHED PLAN VIEW ELEVATION VIEWS 60 " M I N . M I N . 56" MIN. - WALL MTD. W.C. - ADULT 59" MIN. - FLOOR MTD. W.C. - CHILDREN DOOR SHALL NOT SWING INTO THE REQUIRED MIN. AREA OF THE COMPARTMENT. TOILET PLAN 3' - 4 " 1' - 6 " 3'-4" COPYRIGHT © 2022 CALLISONRTKL PROJECT INFORMATION 003-210127.00 GROSS AREA:5,653 SQ.FT. SALES AREA:4,179 SQ. FT. BOH AREA:1,474 SQ. FT. 204 S. GALENA STREET SPACE A-C ASPEN, CO 81611 ISSUED / REVISED DATEREV. TENANT ARCHITECT MEP ENGINEER STRUCTURAL ENGINEER LANDLORD CALLISONRTKL INC. 233 BROADWAY, 16TH FLOOR NEW YORK, NY 10279 CONTACT:MICHAEL ROSTKOWSKI PHONE:907.854.9975 E: michael.rostkowski@crtkl.com GUCCI 195 BROADWAY, 12TH FLOOR NEW YORK, NY 10007 CONTACT:MICHELLE CARRIERI PHONE:646.634.9651 E: michelle.carrieri@gucci.com GUCCI EXPEDITOR TBD HISTORICAL BOARD SUBMISSION PACKAGE 03-07-2022 GENERAL CONTRACTOR TBD TBD TBD TBD P:\Retail\NYC\Gucci\Gucci - Aspen\1.4 Architecture\2-CAD\Sheets\A-004 ACCESSIBILITY DESIGN STANDARDS.dwg A-004 ACCESSIBILITY DESIGN STANDARDS 2022-03-12 202 8 7 6 4 3 2.1 2 1 T.O FINISH FLOOR AT ENTRY C 0'-5 1 2" T.O.FINISH FLOOR AT ENTRY A&B 22'-10 1 4" SECOND LEVEL 16'-10 3/4" T.O.PARAPET ADJACENT TENANTS - N.I.C. A A.3 B C D 22'-10 1 4" SECOND LEVEL 16'-10 3/4" E F T.O.PARAPET E.7 T.O FINISH FLOOR AT ENTRY C 0'-5 1 2" T.O.FINISH FLOOR AT ENTRY A&B 0'-0" 02 DEMOLITION NORTH ELEVATION SCALE: 1/4" - 1'-0" COPYRIGHT © 2022 CALLISONRTKL PROJECT INFORMATION 003-210127.00 GROSS AREA:5,653 SQ.FT. SALES AREA:4,179 SQ. FT. BOH AREA:1,474 SQ. FT. 204 S. GALENA STREET SPACE A-C ASPEN, CO 81611 ISSUED / REVISED DATEREV. TENANT ARCHITECT MEP ENGINEER STRUCTURAL ENGINEER LANDLORD CALLISONRTKL INC. 233 BROADWAY, 16TH FLOOR NEW YORK, NY 10279 CONTACT:MICHAEL ROSTKOWSKI PHONE:907.854.9975 E: michael.rostkowski@crtkl.com GUCCI 195 BROADWAY, 12TH FLOOR NEW YORK, NY 10007 CONTACT:MICHELLE CARRIERI PHONE:646.634.9651 E: michelle.carrieri@gucci.com GUCCI EXPEDITOR TBD HISTORICAL BOARD SUBMISSION PACKAGE 03-07-2022 GENERAL CONTRACTOR TBD TBD TBD TBD 01 DEMOLITION WEST ELEVATION SCALE: 1/4" - 1'-0" SCOPE OF WORK INCLUDES REMOVAL OF EXISTING TENANT FINISHES ONLY. EXISTING STONE CLADDING CORNICES, AND TRIMS TO STAY TENANT LEASELINE, EXTENT OF TENANT BUILDING FRONTAGE ADJACENT TENANTS - N.I.C. 01 02 03 0405 TYP. 01 02 03 04 05 TYP. EXISTING BUILDING SUITES/AREAS TO REMAIN. N.I.CTENANT LEASELINE SCOPE OF WORK INCLUDES REMOVAL OF EXISTING TENANT FINISHES ONLY. EXISTING STONE CLADDING CORNICES, AND TRIMS TO STAY 3/8/2022 6:59:10 PMP:\Retail\NYC\Gucci\Gucci - Aspen\1.4 Architecture\2-CAD\Sheets\D-200 DEMOLITION ELEVATIONS.dwg D-200 DEMOLITION ELEVATIONS 2022-03-12 20 3 22'-10 1 4" SECOND LEVEL 16'-10 3/4" T.O.PARAPET 8 7 6 4 3 2.1 2 1 T.O FINISH FLOOR AT ENTRY 0'-5 1 2" T.O. SIDEWALK FLOOR AT ENTRY 0'-0" T.O STONE BASE 1'-1 1 2" 958" [2 4 5 ] 5'-15 8" [1567] 22'-10 1 4" T.O FINISH FLOOR AT ENTRY 0'-5 1 2" T.O. SIDEWALK FLOOR AT ENTRY 0'-0" SECOND LEVEL 16'-10 3/4" T.O.PARAPET A A.3 B C D E FE.7 T.O STONE BASE 1'-1 1 2" 1' - 3 1 2" [3 9 3 ] 8'-23 4" [2507] 02 NORTH ELEVATION SCALE: 1/4" - 1'-0" 01 WEST ELEVATION SCALE: 1/4" - 1'-0" COPYRIGHT © 2022 CALLISONRTKL PROJECT INFORMATION 003-210127.00 GROSS AREA:5,653 SQ.FT. SALES AREA:4,179 SQ. FT. BOH AREA:1,474 SQ. FT. 204 S. GALENA STREET SPACE A-C ASPEN, CO 81611 ISSUED / REVISED DATEREV. TENANT ARCHITECT MEP ENGINEER STRUCTURAL ENGINEER LANDLORD CALLISONRTKL INC. 233 BROADWAY, 16TH FLOOR NEW YORK, NY 10279 CONTACT:MICHAEL ROSTKOWSKI PHONE:907.854.9975 E: michael.rostkowski@crtkl.com GUCCI 195 BROADWAY, 12TH FLOOR NEW YORK, NY 10007 CONTACT:MICHELLE CARRIERI PHONE:646.634.9651 E: michelle.carrieri@gucci.com GUCCI EXPEDITOR TBD HISTORICAL BOARD SUBMISSION PACKAGE 03-07-2022 GENERAL CONTRACTOR TBD TBD TBD TBD MAIOLICA TILE (BEYOND) BR-E WOOD MT-07 NICKEL - BRUSHED ST-01 MARBLE STONE - VERDE ALPI MAIOLICA TILE (BEYOND) MAIOLICA TILE (BEYOND) MAIOLICA TILE (BEYOND) MT-07 NICKEL - BRUSHED ST-01 MARBLE STONE - VERDE ALPI MAIOLICA TILE (BEYOND) ST-01 MARBLE STONE - VERDE ALPI 3/8/2022 6:59:16 PMP:\Retail\NYC\Gucci\Gucci - Aspen\1.4 Architecture\2-CAD\Sheets\A-300 STOREFRONT ELEVATIONS.dwg A-300 STOREFRONT ELEVATIONS NEW SANDSTONE WINDOW SILL TO MATCH EXISTING BUILDING, TYP. MT-07 INCLINED LOGO - TYP. (BEYOND) 2022-03-12 20 4 E.7 8 B A C D E F A.3 E.7 E F 7 6 3 2 14 RESTROOM 110 A.3 B A C D WRAP + POS 108 STORAGE 107 STORAGE 112 ENTRY 101 SALES AREA 102 DISPLAY WINDOW 113 VESTIBULE 109 SALES AREA 103 SALES AREA (V.I.P.) 106 FITTING ROOM 105 FITTING ROOM 104 STORAGE 111 A.3 A C D 3 2 1 K-14443PURISTROBE HOOKBRASS AUDIO VISUAL ALARM PANEL ADA RESTROOM 006 CANTEEN 002 MANAGER'S OFFICE 005 SHIPPING & RECEIVING 004 SLOP SINK 003 LOCKERS 001 N 1 GENERAL LAYOUT PLAN FIRST FLOOR PLAN SCALE: 3/16" = 1'-0" 5/14/2022 8:08:24 AMP:\Retail\NYC\Gucci\Gucci - Aspen\1.4 Architecture\2-CAD\Sheets\A-050 GENERAL PLAN.dwg A-050 GENERAL LAYOUT PLAN COPYRIGHT © 2022 CALLISONRTKL PROJECT INFORMATION 003-210127.00 GROSS AREA:5,653 SQ.FT. SALES AREA:4,179 SQ. FT. BOH AREA:1,474 SQ. FT. 204 S. GALENA STREET SPACE A-C ASPEN, CO 81611 ISSUED / REVISED DATEREV. TENANT ARCHITECT MEP ENGINEER STRUCTURAL ENGINEER LANDLORD CALLISONRTKL INC. 233 BROADWAY, 16TH FLOOR NEW YORK, NY 10279 CONTACT:MICHAEL ROSTKOWSKI PHONE:907.854.9975 E: michael.rostkowski@crtkl.com GUCCI 195 BROADWAY, 12TH FLOOR NEW YORK, NY 10007 CONTACT:MICHELLE CARRIERI PHONE:646.634.9651 E: michelle.carrieri@gucci.com GUCCI E9PEDITOR HISTORICAL BOARD SUBMISSION PACKAGE 03-07-2022 GENERAL CONTRACTOR TBD TBD ROSINI ENGINEERING, PC 24-02 40TH AVENUE LONG ISLAND CITY, NY 11101 CONTACT: YUJIN GOH PHONE:646.747.7467 EMAIL: ygoh@rosiniengineering.com 204 SOUTH GALENA STREET, LLC CONTACT:LINDA MANNING PHONE:312-850-1680 EMAIL:lmanning@mdevco.com ARMOUR UNSDERFER ENGINEERING 202 WEST 40TH STREET, 14TH FLOOR NEW YORK, NY 10018 CONTACT: KATIA LARRAMENDI PHONE: 212.203.4574 EMAIL: katial@au-eng.com ISSUED FOR PERMIT xx-xx-2022 N 2 GENERAL LAYOUT PLAN CELLAR FLOOR PLAN SCALE: 3/16" = 1'-0" 20 5 E.7 8 B A C D E F A.3 E.7 E F 7 6 3 2 14 A.3 B A C D A.3 A C D 3 2 1 N 1 GENERAL LAYOUT PLAN FIRST FLOOR PLAN SCALE: 3/16" = 1'-0" 5/14/2022 8:12:22 AMP:\Retail\NYC\Gucci\Gucci - Aspen\1.4 Architecture\2-CAD\Sheets\A-050 GENERAL PLAN.dwg DM-050 DEMOLITION PLAN COPYRIGHT © 2022 CALLISONRTKL PROJECT INFORMATION 003-210127.00 GROSS AREA:5,653 SQ.FT. SALES AREA:4,179 SQ. FT. BOH AREA:1,474 SQ. FT. 204 S. GALENA STREET SPACE A-C ASPEN, CO 81611 ISSUED / REVISED DATEREV. TENANT ARCHITECT MEP ENGINEER STRUCTURAL ENGINEER LANDLORD CALLISONRTKL INC. 233 BROADWAY, 16TH FLOOR NEW YORK, NY 10279 CONTACT:MICHAEL ROSTKOWSKI PHONE:907.854.9975 E: michael.rostkowski@crtkl.com GUCCI 195 BROADWAY, 12TH FLOOR NEW YORK, NY 10007 CONTACT:MICHELLE CARRIERI PHONE:646.634.9651 E: michelle.carrieri@gucci.com GUCCI E9PEDITOR HISTORICAL BOARD SUBMISSION PACKAGE 03-07-2022 GENERAL CONTRACTOR TBD TBD ROSINI ENGINEERING, PC 24-02 40TH AVENUE LONG ISLAND CITY, NY 11101 CONTACT: YUJIN GOH PHONE:646.747.7467 EMAIL: ygoh@rosiniengineering.com 204 SOUTH GALENA STREET, LLC CONTACT:LINDA MANNING PHONE:312-850-1680 EMAIL:lmanning@mdevco.com ARMOUR UNSDERFER ENGINEERING 202 WEST 40TH STREET, 14TH FLOOR NEW YORK, NY 10018 CONTACT: KATIA LARRAMENDI PHONE: 212.203.4574 EMAIL: katial@au-eng.com ISSUED FOR PERMIT xx-xx-2022 N 2 GENERAL LAYOUT PLAN CELLAR FLOOR PLAN SCALE: 3/16" = 1'-0" 20 6 B FINISH MATERIAL SAMPLES MT-07 SCALE: N.T.S. COPYRIGHT © 2022 CALLISONRTKL PROJECT INFORMATION 003-210127.00 GROSS AREA: 5,653 SQ.FT. SALES AREA: 4,179 SQ. FT. BOH AREA: 1,474 SQ. FT. 204 S. GALENA STREET SPACE A-C ASPEN, CO 81611 ISSUED / REVISED DATEREV. TENANT ARCHITECT MEP ENGINEER STRUCTURAL ENGINEER LANDLORD CALLISONRTKL INC. 233 BROADWAY, 16TH FLOOR NEW YORK, NY 10279 CONTACT: MICHAEL ROSTKOWSKI PHONE: 907.854.9975 E: michael.rostkowski@crtkl.com GUCCI 195 BROADWAY, 12TH FLOOR NEW YORK, NY 10007 CONTACT: MICHELLE CARRIERI PHONE: 646.634.9651 E: michelle.carrieri@gucci.com GUCCI EXPEDITOR TBD HISTORICAL BOARD SUBMISSION PACKAGE 03-07-2022 GENERAL CONTRACTOR TBD TBD TBD TBD MAIOLICA TILE (BEYOND) LOGO MT-07 NICKEL - BRUSHED ST-01 MARBLE STONE - VERDE ALPI 3/8/2022 6:59:35 PMP:\Retail\NYC\Gucci\Gucci - Aspen\1.4 Architecture\2-CAD\Sheets\A-500 RENDERING AT STOREFRONT ENTRY.dwg A-500 RENDERING AT STOREFRONT ENTRY 1 STOREFRONT RENDERINGS STOREFRONT RENDERINGS SCALE: N.T.S. A FINISH MATERIAL SAMPLES MT-01 SCALE: N.T.S. MT-01 - WINDOW CLADDING NEW SANDSTONE SILL TO MATCH EXISTING EXISTING CUT SANDSTONE VENEER TO REMAIN C FINISH MATERIAL SAMPLES MT-11 SCALE: N.T.S. D FINISH MATERIAL SAMPLES ST-01 SCALE: N.T.S. E FINISH MATERIAL SAMPLES ST MORITZ-MAIOLICA SCALE: N.T.S. MT-07 - INCLINED LOGO (BEYOND) MT-11 FIXTURE (BEYOND) SCHEDULE VISUAL MERCHANDISING FASHION WINDOW, DISPLAY TO CHANGE SEAONALLY, REFER TO INSPIRATION IMAGES SHEET G-101 2022-03-12 20 7 HOPKINS AVE. ALLEY GA L E N A S T . DIOR GUCCI THE BRAND BALDWIN GALLERY ERMENEGILDO ZEGNA N A REFERENCE FOR PHOTOGRAPHS KEY PLAN SCALE: NTS 3/8/2022 6:59:45 PMP:\Retail\NYC\Gucci\Gucci - Aspen\1.4 Architecture\2-CAD\Sheets\A-003 EXISTING CONDITIONS.dwg G-100 EXISTING PHOTOGRAPHS COPYRIGHT © 2022 CALLISONRTKL PROJECT INFORMATION 003-210127.00 GROSS AREA:5,653 SQ.FT. SALES AREA:4,179 SQ. FT. BOH AREA:1,474 SQ. FT. 204 S. GALENA STREET SPACE A-C ASPEN, CO 81611 ISSUED / REVISED DATEREV. TENANT ARCHITECT MEP ENGINEER STRUCTURAL ENGINEER LANDLORD CALLISONRTKL INC. 233 BROADWAY, 16TH FLOOR NEW YORK, NY 10279 CONTACT:MICHAEL ROSTKOWSKI PHONE:907.854.9975 E: michael.rostkowski@crtkl.com GUCCI 195 BROADWAY, 12TH FLOOR NEW YORK, NY 10007 CONTACT:MICHELLE CARRIERI PHONE:646.634.9651 E: michelle.carrieri@gucci.com GUCCI EXPEDITOR TBD HISTORICAL BOARD SUBMISSION PACKAGE 03-07-2022 GENERAL CONTRACTOR TBD TBD TBD TBD 01 LOOKING NORTH HOPKINS AVENUE EXISTING CONDITIONS PHOTO SCALE: NTS 01 02 02 LOOKING NORTH HOPKINS AVENUE EXISTING CONDITIONS PHOTO SCALE: NTS 03 LOOKING EAST GALENA STREET EXISTING CONDITIONS PHOTO SCALE: NTS 04 LOOKING SOUTH HOPKINS AVENUE EXISTING CONDITIONS PHOTO SCALE: NTS 03 04 05 LOOKING WEST GALENA STREET EXISTING CONDITIONS PHOTO SCALE: NTS 0 5 06 07 06 LOOKING WEST GALENA STREET EXISTING CONDITIONS PHOTO SCALE: NTS 07 LOOKING WEST GALENA STREET EXISTING CONDITIONS PHOTO SCALE: NTS 08 LOOKING AT THE SOUTHWEST CORNER OF GALENA ST. AND HOPKINS AVE. EXISTING CONDITIONS PHOTO SCALE: NTS 09 LOOKING SOUTH HOPKINS AVENUE EXISTING CONDITIONS PHOTO SCALE: NTS 10 LOOKING SOUTH HOPKINS AVENUE EXISTING CONDITIONS PHOTO SCALE: NTS 08 0910 2022-03-12 208 3/8/2022 6:59:51 PMP:\Retail\NYC\Gucci\Gucci - Aspen\1.4 Architecture\2-CAD\Sheets\G-101 DISPLAY WINDOW.dwg G-101 VISUAL MERCHANDISING WINDOW SAMPLES COPYRIGHT © 2022 CALLISONRTKL PROJECT INFORMATION 003-210127.00 GROSS AREA:5,653 SQ.FT. SALES AREA:4,179 SQ. FT. BOH AREA:1,474 SQ. FT. 204 S. GALENA STREET SPACE A-C ASPEN, CO 81611 ISSUED / REVISED DATEREV. TENANT ARCHITECT MEP ENGINEER STRUCTURAL ENGINEER LANDLORD CALLISONRTKL INC. 233 BROADWAY, 16TH FLOOR NEW YORK, NY 10279 CONTACT:MICHAEL ROSTKOWSKI PHONE:907.854.9975 E: michael.rostkowski@crtkl.com GUCCI 195 BROADWAY, 12TH FLOOR NEW YORK, NY 10007 CONTACT:MICHELLE CARRIERI PHONE:646.634.9651 E: michelle.carrieri@gucci.com GUCCI EXPEDITOR TBD HISTORICAL BOARD SUBMISSION PACKAGE 03-07-2022 GENERAL CONTRACTOR TBD TBD TBD TBD 01 VISUAL MERCHANDISING WINDOW SAMPLES SCALE: NTS 2022-03-12 209