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HomeMy WebLinkAboutApplication.121 W Bleeker.202206081 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" 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 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: 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 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 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 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 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 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 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 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-3 121 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 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 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 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 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 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 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 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 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 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 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-2.001 121 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-2.002 121 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-2.003 121 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: 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: 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: 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: 0 J J Z UW W 0 /` r! i --/ —I— —'— -- _ -- -- —— ` f � •�'�~—~—`\ 1 � � }} \\ 11 —.-- IA I.! '0 _EAST SIBI-YARD L[l PUBLK�1 ❑-- �Iiln m 00 ❑_ ❑ W 11 0 - --- -- - --IiIIIIIIIiIIIIIIi --III\ -to 1 - W W`0000' - - —'- 1f PROPERTY LINE CID —r = � o Ww ;amw ,o C NCEPTUAL LANDS APE / — _ PLAN 1 21 WEST BLEEKER •1 � \ Y\rIi ,_-- ' UTI(ITI�S TO BE LO AT D ALONG �A3T5AIRWALL- Lc) IIIII yJ Z m wPROPOSED 2120 8 SCALE 1/4,-, 1 0 - PROPo ED } V)2, 1 -\---- --'----'----'- -\}- -` 5'SIDE YARD SETBACK - -�-❑_ `---rLIII---- — — - — — - — —T uj-- LU W -----,---—---------- II 3: J Cd" GRATED _L1G1jTW.ELC-- --! — OWNERSHIP CoN6TQ, r p _��=�❑ _ ="== �I!! IIIIIuIuIuIIIIIIIIIuIIIiI�JIIiIIIIIIIIIIII LlOPAQUE SKYLIGHT 1 �J\III —_��J,,— \ 'I Owners: W Bleeker LLC 121 West Bleeker Street / / } j") pI .: TL_____-------- --LJI I II Aspen, CO 81611121 ` - } } �/\Qi r 7 II� _-_--- _-O,—/_- ------------ _--_—�_—�IIiIII!IiIIIIIi _�IiIII!IiIIIIIi GENERAL CONTRACTOR -/\ }-}1 }} —��\�—i --- --Ii —`/ �II— --_ Kaegebein Fine Homebuiding Po sox 1574 'O �-\ }1 } I III --—------- J -- L__J L--_j II !I O O nIllIJ IIIr Carbondale, Colorado 81623 T970-510-5797 www-Idhomebuildingcom - IIi i 771 IIq � III PROJECT DESIGNER CITY REPRESENTATIVE ii II I10 I III 1 Friday Design Po sox728 Aspen, Colorado 61612� ❑' r IIII+ ,.1 T970.309.0695 wwwA day-com , m . ! II1 � SURVEY ENGINEERJ 1— __ ---- Boundaries Unlimited Inc.A--- f}� 923 Cooper Avenue, Suite 241 Glenwood Springs, CO 81601 T970.945.5252 _I www-bu-inc-cam Y w CIVIL ENGINEERELBoundaries --I —Q `I Unlimited knc. 923 Cooper Avenue, Suite 201 r —O❑YI —' — — — — — — — — ------------- — — — — — — — — — — — — — — ------i——i—------—�—�r-------�-— Ljj �mi Glnwood Springs, CO 81601 1 eI T:970.945.5252 www-bu-inacom W� II IF � ENGINEER 30" TALL PLANTING I \" P.E.STRUCTURAL James Jackson Romeo, FOR SCREENING l Structural Design Consultant, LLC WEST BLEEKER FROM BLEEKER 3901 Mountain Drive#11 Glenwood Springs, CO 81601 L970-9454742121 www-l�truclural.om J___________zE 1/2 LOT C9,LOT D & 7i LOT E BLOCK 58 -----------.---- LJ --W1 o' Y Iz ------------------- _ _— ! r PROPOSED I TIVE SPECIES DE YUOUS TREES (2 to 3}A6PEN) \ i i , FOR SCREENI�40 FROM BLEEKER\\ / 5'SIDE YARD SET$NC�- �_ —r—l— — -- ----_�-I y_ • _1 _ / CIO -4/— — — i PROPERTY LINE ' S 14'50'49"E 100.00' i4< 1"1 SEAL 00 V� IIW r ISSUANCE DATE 0) CONCEPTUAL LANDSCAPE PLAN NOTES & DIAGRAM LEGEND: EXISTING COTTONWOOD SPECIES: EXISTING NATIVE (ASPEN) SPECIES: EXISTING NATIVE (36-42" MAX) EXISTING NATIVE (36-42" MAX) PROPOSED STONE SANDSET PAVERS: PROPOSED LAWN AREAS: PROPOSED GRAVEL AREAS: PROPOSED STONE (PATIO) AREAS: PROPOSED POURED CONCRETE SLAB AREAS: TRUE NORTH 81 0 2'-85'-4 --~ SHRUB SPECIES: SHRUB SPECIES: FLAMED SURFACE PENNSYLVANIA BLUE STONE PROPOSED 2-114" THICK MIN. COLORADO TRADITIONAL WEST END LAWN TYPICAL WASHED I PEBBLED NO 5 GRAVEL FULL WATERPROOF AND SNOWMELT TYPICAL POURED CONCRETE SLAB PER SEEDING - SOD MIXTURE PROPOSED. SURFACE MIX DETAILING PROPOSED. FINISH PROPOSED ENGINEERING. 6" MINIMUM THICKNESS. 14.7 01 HPC CONCEPTUAL SIZE AND LAYOUT TO BE DETERMINED IRRIGATION AS REQUIRED AS FLAMED PENNSYLVANIA BLUESTONE SMOOTH FINISH. 2-112" THICK MATERIAL FINISH. PATIO TO BE SCALE: 3/ 6 —�" DESIGNED FOR RUNOFF WATERSHED DRAINAGE. ALL SURFACE WATER TO BE COLLECTED PER DRYWALLS AS SPECIFIED N SCALE PROJECT# 121-BLEEKER DRAWING TITLE: PROPOSED LANDSCAPE PLAN: DRAWING NO: HPC-2"008 HPC MAY 2021 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 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 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 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 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 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 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 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 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 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 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 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. 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. 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. 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 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 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 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). 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 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/>. 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 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 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 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 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 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 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 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 Commitment No: 0706947 Page 9 EXHIBIT-' 121 West Bleeker Street Proposed Development I Single Family Residence :: Historic Remodel +New Additieo THE EAST 112 OF LOT C, ALL OF D AND THE WEST 112 OF E, BLOCK 58, Parcel ID 2735 - 124 - 39 - 003 CITY AND TOWNSITE OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO CONTAINING: 5,982.3 SF ±, 0.137 Ac. ± Legal llescriptlon of property I 121 West Bleeker Street . City 8 T—site of Aspen. Block 58 . East 112 Lot C, Lot D, and West 112 Lot E Zone District I Medium Density Residential (R-B) 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 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. 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Pitkin County Mailing List of 300 Feet Radius From Parcel: 273512439003 on 04/11/2022 Instructions: Disclaimer: http://www.pitkinmapsandmore.com 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 # 707 132 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 #2 220 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 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 # 707 RILEY AMY CLARK ASPEN, CO 81611 129 W BLEEKER ST SILVER INN LLC COMPTON, CA 90220 401 W ARTESIA BLVD JDH INVESTMENT MGMT LLC DALLAS, TX 75205 12200 STEMMONS FWY GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 NORTHSTAR OFFICE BUILDING CONDO ASSOC ASPEN, CO 81611 COMMON AREA 122 W MAIN ST GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 100 EAST MAIN STREET CONDO ASSOC ASPEN, CO 81611 100 E MAIN ST GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 TIMBERLINE BANK GRAND JUNCTION, CO 81505 633 24 RD 2401 BLAKE LLC DENVER, CO 80202 1615 CALIFORNIA ST # 707 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 220 WEST MAIN STREET LLC ASPEN, CO 81611 201 CASTLE RIDGE SPERAW ENDEAVORS LLC SNOWMASS VILLAGE, CO 81615 PO BOX 6575 220 WEST MAIN PARTNERS LLC ASPEN, CO 81611 730 E COOPER AVE 220 WEST MAIN LLC AUSTIN, TX 78757 8500 SHOAL CREEK BLVD BLDG 4 #150 ELLERMAN JEFFREY S & PAMELA C DALLAS, TX 75225 3600 CARUTH BLVD AJAX VIEW COMMERCIAL/NORTH STAR OFFICE ASPEN, CO 81611 132 W MAIN ST GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 SPERAW ENDEAVORS LLC SNOWMASS VILLAGE, CO 81615 PO BOX 6575 132 W MAIN LLC DENVER, CO 80202 1615 CALIFORNIA ST # 707 CRAWFORD RANDALL & ABIGAIL ASPEN, CO 81611 124 N GARMISCH ST 132 W MAIN LLC DENVER, CO 80202 1615 CALIFORNIA ST # 707 132 W MAIN LLC DENVER, CO 80202 1615 CALIFORNIA ST # 707 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 TYROLEAN LODGE LLC ASPEN, CO 81611 200 W MAIN ST 2401 BLAKE LLC DENVER, CO 80202 1615 CALIFORNIA ST # 707 220 WEST MAIN STREET LLC ASPEN, CO 81611 201 CASTLE RIDGE LORENZ KATHERINE ASPEN, CO 81611 101 BLEEKER ST #A HERRON LLC HOUSTON, TX 77006 1627 S BLVD BLEEKER LLC CARBONDALE, CO 81623 111 PINNACLE CT 132 W MAIN LLC DENVER, CO 80202 1615 CALIFORNIA ST # 707 2401 BLAKE LLC DENVER, CO 80202 1615 CALIFORNIA ST # 707 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 220 WEST MAIN STREET LLC ASPEN, CO 81611 201 CASTLE RIDGE NORTH STAR LODGE LLC GRAND JUNCTION, CO 81505 633 24 RD GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 2401 BLAKE LLC DENVER, CO 80202 1615 CALIFORNIA ST # 707 2401 BLAKE LLC DENVER, CO 80202 1615 CALIFORNIA ST # 707 GARMISCH LODGING LLC ASPEN, CO 81611 605 W MAIN ST #2 EXHIBIT - K r 0 - " � � a �,,� 4 �r'i ' ''�+iA• _�r RA F a e,�' Y �W,4 3 T y j_r F q�BtL1cg4 �, d� ;off: oAHP1403 Rev.9198 ColonRoo Culrunru ResouRce Sunvev Official eligibility determination (OAHP use only)Date lnitials __ Determined Eligible- NR _ Determined Not Eligible- NR _ Determined Eligible- SR _ Determined Not Eligible- SR _ Need Data _ Contributes to eligible NR District _ Nonconhibuting to eligible NR Disbict sPT.239 Architectural lnventory Form (page 1 of 4) loennRcltlott1. 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 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): 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 | 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 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 | 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 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 | 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 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 | 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. 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 | 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 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 | 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. 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" 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 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 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 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 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 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 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 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 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 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: 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: 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: 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: 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 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 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" 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" 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" 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" 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 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 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 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 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