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Home My WebLink About04.04.2023.boa.meetingBoard of Adjustment Agenda TUESDAY, APRIL 4, 2023, 5:30 PM Maroon Bells Meeting Room, 3rd Floor 530 E Main St, Aspen, CO 81611 MEETINGS ARE VIRTUAL AND IN PERSON You can view the livestream on our website (pitkincounty.com/374/County-Webcasts) View meeting via Zoom: Please click the link below to join the webinar: https://us06web.zoom.us/j/82216754665?pwd=TGhpaEQ0R1VZQjlmcUtGTU5hdjVtQT09 Passcode: 671781 Or Telephone: US: +1 720 707 2699 Webinar ID: 822 1675 4665 Passcode: 671781 OLD BUSINESS: 1. Case 01-2023 Choi Family Trust 308 South Seventh Street, Aspen This application was continued from last month’s meeting so that the Applicant’s representative could attend. The Applicant requests Front and Rear Yard setback variances for the redevelopment of a single family residence. The lot contains approximately 35,109 sf and is located in the R-15 zone district. NEW BUSINESS 1. Case 04-2023 Mark and Andrea Laderman 24 Glen Eagles Drive, Aspen Lot 19, Block 1, Aspen Highlands Subdivision The Applicant requests a 60’ Major Road setback variance where 100’ is required as measured from the Maroon Creek Road right-of-way for the approval of an Activity Envelope only. This lot contains 41,543 sf and is located in the R-30 zone district. Site Plan Review has not yet been applied for and is required prior to issuance of a building permit. MINUTES Reminder: Minutes are no longer transcribed and reviewed by the Board of Adjustment. Let me know if you are interested in reviewing the Minutes of a particular meeting. Audio tapes are available. Reach me at 920-5105 or at joanna.shaffner@pitkincounty.com 1 January 26, 2023 Pitkin County Board of Adjustment Attention: Joanna Schaffner, Zoning Officer 530 East Main Street, Suite 205 Aspen, CO 81611 RE: Choi Family Trust Request for Front and Rear Yard Setback Variance s for the Redevelopment of 308 South Seventh (7th) Street, Aspen (Parcel ID 2735-123-00- 009) Dear Joanna and Members of the Board of Adjustment: The Applicant and property owner, Choi Family Trust 4/22/2004, is formally requesting a Board of Adjustment (“BOA”) hearing for the setback variances necessary to redevelop proposed improvements in the front and rear yard setbacks. The Applicant owns the 0.806-acre (approximately 35,109 square feet) lot at 308 S. 7th Street, in Aspen. The property is located at the base of Shadow Mountain, inside the Aspen Urban Growth Boundary, and it is zoned R-15 (i.e., where there is a Floor Area Ratio of 0.16). Access from S. 7th Street is obtained via a 20-foot utility and access easement (per Easement Agreement recorded in Plat Book 405 at Page 839; see attached Survey at Exhibit F). The existing property includes three separate, non-conforming structures: a multi-story residence, a two-story shed, and a two-story garage/apartment. In addition, an L-shaped concrete retaining wall that was meant to mitigate rockfall hazards but has since been determined inadequate in both height and breadth to provide protection exists along the southerly boundary of the property. All these improvements will be demolished to accommodate a comprehensive redevelopment. Specifically, (a) the existing multi-story principal residence encroaches into both the front and rear yard setback areas, (b) the existing two-story garage and apartment resides entirely within the rear yard setback area, (c) the existing two-story accessory shed structure also resides entirely within the rear yard setback area, and (d) the failed (i.e., inadequate and non-functioning) attempt at a rockfall/avalanche mitigation wall sits entirely within the rear yard setback area. The property is a legally established conforming parcel of record in the R-15 Zone District, and the existing structures were legally built with duly issued building permits for the original construction. The residence was issued a Certificate of Occupancy on October 6, 1987, pursuant to Building Permit 9426; the garage/office structure was issued a Certificate of Occupancy on January 18, 1995, pursuant to Building Permit 3-412; the original shed structure was built without a permit but was legitimized some twenty years HAAS LAND PLANNING, LLC • 420 E. MAIN STREET, SUITE 220 • ASPEN, COLORADO • 81611 • • PHONE: (970) 309-2773 • MITCH@HLPASPEN.COM • 2 308 S. 7th Street PID 2735-123-00-009 Page 2 of 10 later, in 2012, via adoption of Board of Adjustment Resolution No. 12-2012 (Reception No. 597001). Being located within the R-15 zone district, which carries a 0.16 FAR, and inside the UGB, this 35,109 square foot lot allows 5,617 square feet of Floor Area (FAR) and 5,750 square feet of gross floor area exempt from GMQS without a TDR. The gross/final maximum floor area allowed on the property with TDRs is 10,367 square feet. The home design approved with the Site Plan Review process uses one TDR for development of up to 8,250 square feet of gross floor area as follows: • 5,102 square feet of above grade floor area (2,299 square feet on level one and 2,803 square feet on level two), • 551 square feet of garage (133 square feet exempt), and • 2,594 square feet of below grade space (2,500 square feet exempt). As such, the total above grade space complies with the 5,750 square foot base maximum without exceeding the 5,617 square feet of allowable FAR or the 10,367 square feet of final maximum gross size/floor area. Should the use of a TDR prove impractical due to market conditions, the Applicant maintains the right to adjust the floor plans within the footprint to utilize the allowable FAR and develop the 5,750 square feet of base maximum square footage without affecting the Activity Envelope and Site Plan Review approvals. The location of the subject parcel relative to the surrounding area is depicted on the vicinity map below (larger version attached). 3 308 S. 7th Street PID 2735-123-00-009 Page 3 of 10 The existing residence is depicted on the screenshot provided below of a photo from the County Assessor’s webpage, and a photo of the Board of Adjustment approved shed structure is provided below that. 4 308 S. 7th Street PID 2735-123-00-009 Page 4 of 10 The reason everything built on the property encroaches into the setback areas is simple: it is an unusually narrow/shallow, triangular lot with abundant site-specific environmental and topographic constraints that require pushing all development into the narrow portion of the property, where the required setbacks leave insufficient area to accommodate the permitted structures or floor area. These issues have been recognized and relieved by the County in the past, and the image below makes these points obvious: The entire eastern side of the property is affected by steep slopes, and rockfall and avalanche hazards. In addition, Mr. Jonathan Lowsky, County-Certified Wildfire Expert, has stated that, while the entire property should be considered “severe hazard,” as compared with the rest of the property, the westerly portion of the property is at the lowest wildfire risk. Given the previous determinations of hazard areas and maximum practicable avoidance considered when the Activity Envelope and Site Plan Review approvals (Administrative Decision No. 063-2022, Reception No. 690990) were recently granted, the only available area on the property to accommodate development while also complying with zoned setback requirements is indicated by the red triangle in the diagram above (full-size version attached). The red area is clearly too narrow to enable development of the allowed floor area on the property while remaining within zoned building height limitations. The dashed pink lines are the footprints of the existing non-conforming structures to be removed. 5 308 S. 7th Street PID 2735-123-00-009 Page 5 of 10 In total, the primary constraints affecting the property – steep slopes, rockfall, avalanche and wildfire hazards – all direct appropriately mitigated development to the same area, namely the westerly half of the site. The existing structures are already located on the westerly half of the property, and redevelopment within the same portions of the property not only provides for maximum avoidance of the hazards but also ensures that development is confined to the previously disturbed portions of the site. The replacement structure will be built in compliance with the construction and mitigation requirements of both the current Land Use Code and adopted Building Codes to include, but not be limited to, a fully sprinklered home in accordance with NFPA 13D. As such, the new residence will be at substantially reduced risk as compared with the existing residence and outbuildings. In addition to the Chapter 7 constraints that force development onto the west half of the lot, the parcel also has an unusual shape that makes full compliance with R-15 zone yard setbacks impractical/impossible. The minimum front and rear yard setback requirements are 30 feet, and the required side yard setback is 15 feet. The west side lot line is only 62.56-feet long, leaving 4’-3½” between the front and rear yard setback lines. At the center of the setback-compliant red triangle area, the depth is merely 18-feet, and the widest portion of the setback-compliant area is just 32’-3¼” deep (see diagram below). The rear yard setback requirement was only 10 feet when the County accepted building permit applications for the existing single-family residence and the detached accessory structure. Due to the unusually narrow shape of the parcel and the geologic hazards impacting the site, the Applicant is seeking Board of Adjustment relief to enable development consistent with the recently approved Activity Envelope and Site Plan. On November 6, 2012, the Board of Adjustment approved Resolution No. 12-2012 (Reception No. 597001). The Resolution legalized the previously permitted and built garage/office structure by granting a 9-foot rear yard setback variance where 30-feet were required and permitted a previously built shed structure by granting a 27-foot rear yard 6 308 S. 7th Street PID 2735-123-00-009 Page 6 of 10 setback variance where 30-feet were required. While these variances addressed and eliminated the nonconforming status of the garage/office and shed structures, they did nothing to address the fact that the existing house also fails to comply with the 30-foot front yard setback requirement (it resides at approximately 15-feet from the front property line), and its wood deck sits at approximately 24-feet from the rear property line where 30-feet are required. The concrete retaining wall at the rear property line was deemed in 1986 to be allowed without a setback variance since it is not more than 6-feet tall, although it has no relation to access, exceeds the normally applicable 30-inch height limit, and has since been determined to provide little to no protection from rockfall hazards. To be compatible with neighborhood development patterns and sensitive to immediate neighbors, the replacement home has been designed to provide a 10-foot front yard setback and a 25-foot rear yard setback, with the only exceptions (i.e., further reduced setbacks) being a pair of proposed site walls for improved emergency access to the rear side of the residence, as desired by the Aspen Fire Protection District, and improved drainage. These two site walls may exceed the 30-inch grade restriction in the proposed 25-foot rear setback area, depending on the precise final measurements of natural and finished grades. Rather than risk these walls later being found non-compliant, it seems prudent to simply include them in the variance request. All portions of the proposed structure(s) requiring setback relief are indicated in red on the reduced-size screenshot provided below (the full-size diagrams are attached). 7 308 S. 7th Street PID 2735-123-00-009 Page 7 of 10 Administrative Decision No. 063-2022 was approved and recorded (Reception No. 690990) in October of 2022 granting approval of an Activity Envelope, Site Plan, and Growth Management Exemptions for a Replacement Residence and Use of a TDR. Condition #5.A. of this Decision explicitly anticipated the need for setback variances on this Property: Recital 6 of Administrative Decision No. 063-2022 more or less summarizes the site constraints described above, as follows: 8 308 S. 7th Street PID 2735-123-00-009 Page 8 of 10 Applicable Code Pursuant to Section 2-10-30(d) of the Code, the BOA is authorized to hear requests for variances from the structure height or yard and road setback provisions of the Code, subject to the procedures established in Section 2-40-110, which states the following at subsection (b): The Board of Adjustment shall only approve a variance where, by reason of unusual narrowness, shallowness, or shape of a specific piece of property at the time of the enactment of the regulation, or by reason of unusual topographic conditions or other situation or condition of such piece of property, the strict application of the height or Road and Yard setback regulations of this Land Use Code would result in peculiar practical difficulties to, or undue hardship upon, the owner of such property, and the granting of relief from the strict application of this Land Use Code will not cause substantial detriment to the public good and will not substantially impair the intent and purpose of the Pitkin County Comprehensive Plan and this Land Use Code. Conformance with the zone district standards for front- and side-yard setbacks is not feasible for the subject property due to its unusually narrow/shallow, triangular shape with abundant site-specific environmental and topographic constraints that require pushing all development into the narrow portion of the property, where the required setbacks leave insufficient area to accommodate the permitted structures or floor area. Previously approved setback variances for the structures existing on the property today were granted in recognition of the unusual site-specific constraints resulting from topographic hardship, site constraints, and the narrow shape of the property, all of which are conditions that remain. Indeed, the already granted Site Plan Review approval memorializes the subject property’s development rights, noting that the lot allows 5,617 square feet of Floor Area (FAR) and 5,750 square feet of gross floor area exempt from GMQS without a TDR. The gross/final maximum floor area allowed on the property with TDRs is 10,367 square feet. The home design approved through the Site Plan Review process uses one TDR for development of up to 8,250 square feet of gross floor area as follows: • 5,102 square feet of above grade floor area (2,299 square feet on level one and 2,803 square feet on level two), • 551 square feet of garage (133 square feet exempt), and • 2,594 square feet of below grade space (2,500 square feet exempt). The minimum front and rear yard setback requirements are 30 feet, and the required side yard setback is 15 feet. The west side lot line is only 62.56-feet long, leaving 4’-3½” between the front and rear yard setback lines. At the center of the setback-compliant 9 308 S. 7th Street PID 2735-123-00-009 Page 9 of 10 red triangle area, the depth is merely 18-feet, and the widest portion of the setback- compliant area is just 32’-3¼” deep (see diagram below). The rear yard setback requirement was only 10 feet (or only 1/3rd of today’s minimum setback requirement) when the County accepted building permit applications for the existing single-family residence and the detached accessory structure. Due to the unusually narrow shape of the parcel and the geologic hazards impacting the site, the Applicant is seeking Board of Adjustment relief to enable development consistent with the recently approved Activity Envelope and Site Plan. Not only are all the site constraints described above present, but the property’s only access is via an easement through the neighboring property and adequate area for turning around a fire truck is required within the property boundaries, at the end of the driveway easement. This requires pushing the residence to the east, even further restricting the developable area of the property. By providing a new firetruck turnaround that does not currently exist, and as requested by the Fire Protection District, the proposed site improvements will further reduce the risk to the property. Holding the property to the strict application of the zoned setback limitations would very much result in peculiar practical difficulties to, and undue hardship upon the Applicant as there would be no conceivable way to realize the recognized and accepted development rights associated with the Property. Clearly the granting of relief from the strict application of the zoned setback requirements is needed to enable development of a home that is consistent with neighborhood character and the standard rights afforded by the zoning. Granting of the requested relief will not cause detriment to the public good, nor will it impair the intent or purposes of the Aspen Area Community Plan or the Land Use Code. If any such detriment or impairment would result, then the Activity Envelope and Site Plan Review application never would have been approved. (Also see Recital 6 of Administrative Decision No. 063-2022, pasted above.) 10 308 S. 7th Street PID 2735-123-00-009 Page 10 of 10 As the above-cited Recital #6 from Administrative Decision No. 063-2022 explains, the approved Site Plan will not cause any detriment to the public good, nor will it impair the intent or purpose of the Pitkin County Comprehensive Plan or the Land Use Code. The variance request meets the criteria established in §2-40-110 and should be approved accordingly. Without the requested variances, the property is practically undevelopable, and the Applicant would be forced to work within the footprints of the existing structures. However, the existing structures are not adequately mitigated against the present avalanche, rockfall, or wildfire hazards, meaning they cannot be considered safe; nor do they comply with existing site constraints, as stated above. The approved redevelopment plans accommodate all necessary hazard mitigations and are, therefore, a great improvement relative to the health, welfare, and safety requirements of the Land Use Code. As an additional result, the four (4) separate, existing structures that encroach into the front and rear yard setback areas will be eliminated altogether. The elimination of these structures for replacement with the approved residence represents a significant improvement for the property and surrounding neighborhood. Your consideration of this request is greatly appreciated. The applicant has attempted to provide all materials necessary for a thorough review of this request, however, should more information be necessary, please contact Haas Land Planning, LLC as the Applicant’s authorized representative. Yours truly, Haas Land Planning, LLC Mitch Haas Owner/Manager Exhibits: A. Board of Adjustment Application Form B. Proof of Ownership/Legal Description C. Authorization Letter D. Vicinity Map/Directions E. Property Owners within 300’ F. Existing Conditions Survey G. Administrative Decision No. 063-2022 (Reception No. 690990) and Approved Activity Envelope/Site Plan Sheets H. Setback/Variance Exhibit Diagrams 11 8/3/20I:\ComDev\planning\adminasstPlanning\to delete\Application.Packet.2020.docx PITKIN COUNTY BOARD OF ADJUSTMENT APPLICATION FORM REPRESENTATIVE PHONE E-MAIL FAX _______ MAILING ADDRESS PARCEL OWNER __ PHONE ________ MAILING ADDRESS LEGAL DESCRIPTION SUBJECT PARCEL ADDRESS PARCEL ID # __________ ZONE DISTRICT LOT SIZE __ (To be completed by Zoning staff) Meeting Date:______________ Case #________________ Request: _______ foot Front yard setback variance, where ____ feet is required. _______ foot Rear yard setback variance, where ____ feet is required. _______ foot __ Side yard setback variance, where ____ feet is required. _______ foot __ Side yard setback variance, where ____ feet is required. _______ foot Height variance, where ____ is allowed. _______ foot Arterial Highway setback variance, where 200 feet is required. _______ foot Major Road setback variance, where 100 feet is required. _______ foot Collector Street setback variance, where 50 feet is required. Comments: _______________________________________________________________________________ _______________________________________________________________________________ _______________________________________________________________________________ Application material was referred to: _______________________________________________ Zoning Officer: __________________________________ 12 13 14 15 16 17 Commitment No: 0706609-C6 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. Statement of authority for Choi Family Trust, a California trust, evidencing the existence of said5. trust and the authority of one or more trustees to act on behalf of said trust and otherwise complying with C.R.S. 38-30-108.5, et. seq. NOTE: Review Trust Agreement for authority of party(ies) to act on behalf of said trust and complete the transaction contemplated herein. Received survey6. Deed of Trust from Choi Family Trust dated April 22, 2004 to the Public Trustee of Pitkin7. County for the use of First Republic Bank, to secure $4,550,000.00. Deed from Ian Martin Cion to Choi Family Trust dated April 22, 2004.8. NOTE: Duly executed real property transfer declaration, executed by either the Grantor or Grantee, to accompany the Deed mentioned above, pursuant to Article 14 of House Bill No. 1288-CRA 39-14-102. 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 4 18 Commitment No: 0706609-C6 Evidence satisfactory to the Company or its duly authorized agent that all dues and/or9. assessments levied by the Homeowners Association have been paid through the date of closing. The Owner's Policy, when issued, will not contain Exceptions No. 1, 2, 3 and 4 provided that: (A) The enclosed form, of indemnity agreement or final affidavit and agreement is properly executed and acknowledged by the party(ies) indicated and returned to the Company or its duly authorized agent, and (B) The applicable scheduled charges in the amount of $65.00, are paid to the Company or its duly authorized agent. Upon receipt of evidence that taxes and assessments for the year 2019 have been paid, Exception No. 6 under Schedule B, Section II of this commitment will be amended in the policy or policies to be issued pursuant hereto, to read “Taxes and Assessments for the year 2020 and subsequent years, a lien, not yet due or payable". 24-Month Chain of Title: The only conveyance(s) affecting said land recorded within the 24 months preceding the date of this commitment is (are) as follows: Special Warranty Deed recorded 12/21/2012 as Reception No. 595166 NOTE: If no conveyances were found in that 24 month period, the last recorded conveyance is reported. If the subject land is a lot in a subdivision plat less than 24 months old, only the conveyances subsequent to the plat are reported. The Mortgage Policy, when issued, will contain the following Endorsement Form(s), provided that applicable scheduled charges in the amount(s) following each endorsement are paid to the Company or its duly authorized agent. Form 100 *Restrictions $50.00 Form 8.1 Environmental $50.00 * Note: The Mortgage Policy, when issued, will not contain Standard Exceptions No. 1, 2, 3 and 4, and will contain Endorsement Form 100, provided that the Company's form of indemnity agreement or final affidavit and agreement is properly executed and acknowledged and returned to the Company or its duly authorized agent. The Owner Policy, when issued, will contain the following Endorsement Form(s): Alta 9.2 $1,333.00 Alta 25 $1,000.00 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 5 19 Commitment No: 0706609-C6 Patent $150.00 Alta 9.9 $250.00 Alta 17.1 $500.00 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 6 20 Commitment No: 0706609-C6 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. Right of the Proprietor of a Vein or Lode to extract and remove his ore therefrom, should the7. same be found to penetrate or intersect the premises, as reserved in United States Patent recorded 12/3/1892 in Book 55 at Page 35. Intentionally deleted8. 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 7 21 Commitment No: 0706609-C6 Conditions, Covenants and Reservations set forth in Deed recorded 3/22/1918 in Book 156 at9. Page 84. Intentionally deleted.10. Intentionally deleted11. Intentionally deleted12. Intentionally deleted13. Intentionally deleted14. Easement Agreement recorded 3/18/1981 in Book 405 at Page 839.15. Resolution No. 12-2012 recorded 2/14/2013 as Reception No. 59700116. Resolution No. PZ-10-2020 recorded 7/14/2020 as Reception No. 665917.17. Any rights, easements, interests or claims that may existby reason of or reflected by the following18. facts shown on survey dated 9/2020 by Aspen Survey, File No. 2009206: Fence along Southern boundary of subject property not located on property line Landscaping Encroachment North East corner 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 8 22 23 24 25 26 27 Pitkin County Mailing List of 300 Feet Radius 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. The information maintained by the County may not be complete as to mineral estate ownership and that information should be determined by separate legal and property analysis. Pitkin County GIS makes no warranty or guarantee concerning the completeness, accuracy, or reliability of the content at this site or at other sites to which we link. 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From Parcel: 273512300009 on 01/24/2023 Instructions: Disclaimer: http://www.pitkinmapsandmore.com 28 327 SEVENTH ST LLC SNOWMASS , CO 81615 PO BOX 6494 5 TOBY ASPEN LLC ASPEN, CO 81612 PO BOX 8029 CITY OF ASPEN ASPEN, CO 81611 427 RIO GRANDE PL GERBAZ JAMES E ASPEN, CO 81612 PO BOX 72 HOMESTAKE PARCEL LLC PALO ALTO, CA 94301 855 EL CAMINO REAL #13A BOX #249 KARA CREEK LLC ASPEN, CO 81611 533 E HOPKINS AVE 3RD FLR LAZAR NANCY R QPR TRUST NEW YORK, NY 10128 1120 PARK AVE #6A LITTLE CLOUD LLC TULSA, OK 74114 2675 S BIRMINGHAM PL MARY B LOT 1 LLC PALO ALTO, CA 94301 855 EL CAMINO REAL STE 13A BOX #249 NEWBERGER DAVID AUSTIN, TX 78705 2905 SAN GABRIEL #218 OATES CHERIE G ASPEN, CO 81612 PO BOX 72 SAWMILL COURT LLC WESTLAKE, TX 76262 1301 SOLANA BLVD BUILDING 2 #2350 THREE TREES LLC PALM BEACH, FL 33480 340 ROYAL POINCIANA WY #317-250 UTE MOUNTAIN LLC TULSA, OK 74114 2675 S BIRMINGHAM PL WOOD TANA R HOUSTON, TX 770561623 5532 STURBRIDGE DR ZACHAR GEORGE R QPR TRUST NEW YORK, NY 10128 1120 PARK AVE #6A ZASACKY EDWARD A & CYNTHIA G ASPEN, CO 81611-1643 315 S 7TH ST 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 0'08' 16' Activity Envelope and Site Plan 2021-06-21 AESP 2022-11-17 AESP Recorded Issuance Title Drawing No. Date OWNER'S ACKNOWLEDGEMENT APPLICANT ACKNOWLEDGES THAT HE/SHE HAS BEEN INFORMED BY PITKIN COUNTY OF THE EXISTENCE OF ENVIRONMENTAL HAZARD AREAS THAT MIGHT AFFECT THE PROPERTY, ANY IMPROVEMENTS, AND THE USE AND OCCUPANCY THEREOF. THE PROVISIONS OF THE PITKIN COUNTY REGULATIONS DO NOT IN ANY WAY ASSURE OR IMPLY THAT AREAS OUTSIDE OF THE DESIGNATED HAZARD AREAS WILL BE FREE FROM HAZARDS OR THAT APPROVED MITIGATION MEASURES WILL GUARANTEE THE SAFETY OF ANY PROPERTY. _________________________________________________________ OWNER: CHOI FAMILY TRUST 4/22/2004 COMMUNITY DEVELOPMENT DIRECTOR'S APPROVAL THIS ACTIVITY ENVELOPE AND SITE PLAN REVIEW HAS BEEN REVIEWED AND APPROVED BY THE PITKIN COUNTY COMMUNITY DEVELOPMENT DIRECTOR THIS _____ DAY OF ________________, 202__ AND IS SUBJECT TO ADMINISTRATIVE DECISION NO. 063-2022, RECORDED AS RECEPTION NO. 690990. _________________________________________________________ SUZANNE WOLFF, COMMUNITY DEVELOPMENT DIRECTOR CLERK AND RECORDER'S CERTIFICATE THIS ACTIVITY ENVELOPE AND SITE PLAN HAS BEEN ACCEPTED BY FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF THE COUNTY OF PITKIN, STATE OF COLORADO, THIS _____ DAY OF ________________, 202__, IN PLAT BOOK ________, PAGE ______, AS RECEPTION NO. ________________. _________________________________________________________ PITKIN COUNTY CLERK AND RECORDER CHOI FAMILY TRUST | ACTIVITY ENVELOPE AND SITE PLAN | PARCEL ID: 273512300009 | CASE NO: PLAN.1754.2021 LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN IS LOCATED IN THE COUNTY OF PITKIN, STATE OF COLORADO, AND DESCRIBED AS FOLLOWS: A TRACT OF LAND IN LOT 13 (FROM 1WP PLAT BY WITHERS APPROVED JULY 18, 1889) IN SECTION 12, TOWNSHIP 10 SOUTH. RANGE 85 WEST OF THE 6TH PRINCIPAL MERIDIAN, BEING PART OF THE "STITZER ENTRY" DESCRIBED AS FOLLOWS: 'BEGINNING AT A POINT, A FENCE CORNER IN PLACE, BEING 282.41 FEET NORTH 66 DEGREES 19'15" WEST FROM THE 28" X 10" ROCK WITNESS CORNER MONUMENT SET FOR THE WITNESS POINT FOR THE SOUTH ONE-QUARTER CORNER SAID SECTION 12 (WITNESS CORNER MONUMENT SHOWN IN CUTSHAW NOTES AND PLAT APPROVED NOVEMBER 8, 1888) SAID ROCK BEING 78.57 FEET NORTH 78 DEGREES 10'30" WEST FROM AN UNAPPROVED 1954 BUREAU OF LAND MANAGEMENT BRASS CAP STAMPED AS WITNESS CORNER, THENCE NORTH 70 DEGREES 25' EAST 132. 33 FEET TO LINE 2-3, UNITED STATES MINERAL SURVEY #4211, HOMESTAKE CLAIM; THENCE SOUTH 09 DEGREES 37' EAST 200.25 FEET ALONG SAID LINE 2-3, TO PROPERTY DESCRIBED IN BOOK 243 AT PAGE 894 IN THE RECORDS OF CLERK AND RECORDER OF PITKIN COUNTY, COLORADO: THENCE SOUTH 82 DEGREES 26' WEST 312.13 FEET ALONG THE NORTHERLY LINE OF PROPERTY DESCRIBED IN BOOK 243 AT PAGE 894 TO THE CORNER OF PROPERTY DESCRIBED IN BOOK 182 AT PAGE 183; THENCE NORTH 23 DEGREES 19' WEST 62.56 FEET ALONG THE EASTERLY LINE OF PROPERTY DESCRIBED IN BOOK 182 AT PAGE 183; THENCE NORTH 71 DEGREES 12' EAST 151.41 FEET ALONG FENCE LINE TO A FENCE CORNER; THENCE NORTH 61 DEGREES 02'15" EAST 84.61 FEET ALONG FENCE LINE TO A FENCE CORNER: THENCE NORTH 41 DEGREES 19 ' 50" WEST 62 .56 FEET ALONG A FENCE LINE TO THE POINT OF BEGINNING. TOGETHER WITH AND SUBJECT TO THE PROVISIONS CONTAINED IN THAT CERTAIN EASEMENT FOR ACCESS AS SET FORTH IN EASEMENT AGREEMENT RECORDED IN BOOK 405 AT PAGE 839 AS RECEPTION NO. 231614. COUNTY OF PITKIN, STATE OF COLORADO. LESS AND EXCEPT THAT PORTION AS CONVEYED IN DEED RECORDED MARCH 18, 1981 IN BOOK 405 AT PAGE 850 AS RECEPTION NO. 231615 AND DESCRIBED AS FOLLOWS: A PARCEL OF LAND SITUATED IN SECTION 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH PRINCIPAL MERIDIAN, PITKIN COUNTY, COLORADO BEING A PORTION OF THAT PARCEL OF LAND DESCRIBED IN BOOK 349 AT PAGE 319 PITKIN COUNTY RECORDS, DESCRIBED AS FOLLOWS: BEGINNING AT A WOOD FENCE POST WHENCE THE ORIGINAL ROCK WITNESS CORNER MONUMENT SET FOR THE SOUTHI 1/4 CORNER OF SAID SECTION 12 BEARS S 66 DEGREES 19 ' 15 " EAST 282.41 FEET; THENCE N 70 DEGREES 25' E 70.91 FEET ALONG THE NORTHERLY LINE OF THAT PARCEL DESCRIBED !N SAID BOOK 349 AT PAGE 319; THENCE S 29 DEGREES 35' E 49.55 FEET; THENCE S 61 DEGREES 02'15" W 57.10 FEET; THENCE N 41 DEGREES 19'50" W 62.56 FEET TO THE POINT OF BEGINNING. HAZARD MITIGATION FENCE HAZARD AREA (EXCLUDED FROM ACTIVITY ENVELOPES) PATIOENTRY WALKWAY PATIO VICINITY MAP (1:2000') EXISTING TOPOGRAPHY (TYP.) N SITE NOTE: 1. EXISTING CONDITIONS SURVEY INFORMATION AND PROPERTY DESCRIPTIONS REFERENCED FROM ASPEN SURVEY ENGINEERS PROPERTY SURVEY DATED 2021-04-13. 2. ROCKFALL HAZARD MITIGATION FENCE PER THE RECOMMENDATIONS CONTAINED IN THE WILBUR ENGINEERING, INC. PRELIMINARY ON-SITE ROCKFALL BARRIER DESIGN CRITERIA AND LOCATION REPORT DATED APRIL 16, 2021. SEE DRIVEWAY PLAN AND PROFILE; SHEET 4 OF 4 72 Tree Preservation, Removal, and Mitigation Plan 2021-06-21 AESP 2022-11-17 AESP Recorded Issuance Title Drawing No. Date 0' 04' 08' ENLARGEMENT: DRIVEWAY EASEMENT ENTRY NOTE: 1. PLANS ARE CONCEPTUAL IN NATURE. FINAL PLANS WILL BE PROVIDED AT BUILDING PERMIT. 2. EXISTING CONDITIONS SURVEY INFORMATION AND PROPERTY DESCRIPTIONS REFERENCED FROM ASPEN SURVEY ENGINEERS PROPERTY SURVEY DATED 2021-04-13. 3. ROCKFALL HAZARD MITIGATION FENCE PER THE RECOMMENDATIONS CONTAINED IN THE WILBUR ENGINEERING, INC. PRELIMINARY ON-SITE ROCKFALL BARRIER DESIGN CRITERIA AND LOCATION REPORT DATED APRIL 16, 2021. 4. TREE REMOVALS SHOWN HEREON ARE CONCEPTUAL IN NATURE; FINAL PLANS MAY INCLUDE ADDITIONAL TREE REMOVALS AND TREE MITIGATION FOR WORK IN THE ACCESS AND UTILITY EASEMENT, AND THIS WILL BE ADDRESSED AT BUILDING PERMIT, IN COORDINATION WITH THE NEIGHBORS. CHOI FAMILY TRUST | ACTIVITY ENVELOPE AND SITE PLAN | PARCEL ID: 273512300009 | CASE NO: PLAN.1754.2021 73 Planting Plan 2021-06-21 AESP 2022-11-17 AESP Recorded Issuance Title Drawing No. Date 0' 04' 08' RESIDENCE MASTER TERRACE ENTRY CORRIDOR AUTOCOURT LOWER TERRACE NOTE: 1. PLANS ARE CONCEPTUAL IN NATURE. FINAL PLANS WILL BE PROVIDED AT BUILDING PERMIT. 2. EXISTING CONDITIONS SURVEY INFORMATION AND PROPERTY DESCRIPTIONS REFERENCED FROM ASPEN SURVEY ENGINEERS PROPERTY SURVEY DATED 2021-04-13. 3. ROCKFALL HAZARD MITIGATION FENCE PER THE RECOMMENDATIONS CONTAINED IN THE WILBUR ENGINEERING, INC. PRELIMINARY ON-SITE ROCKFALL BARRIER DESIGN CRITERIA AND LOCATION REPORT DATED APRIL 16, 2021. 10'-0" RE WILDFIRE REPORT 20'-0" RE WILDFIRE REPORT REFUSE SPA GRILL CHOI FAMILY TRUST | ACTIVITY ENVELOPE AND SITE PLAN | PARCEL ID: 273512300009 | CASE NO: PLAN.1754.2021 74 79 6 0 7962 79 5 7 79 5 8 ◄ 2. 5 % + T W 7 9 6 6 . 0 0 + T W 7 9 6 6 . 2 0 +7 9 5 9 . 8 0 +7 9 5 9 . 6 5 + TW 7962.00 + BW 7960.00 SL O P E W A L L LE V E L ◄2.0% G E 7 9 5 8 7 9 5 9 “ … ‘’ ” ’ ’ 75 HAZARD MITIGATION FENCE HAZARD AREA (EXCLUDED FROM ACTIVITY ENVELOPES) PATIO ENTRY WALKWAY PATIO VICINITY MAP (1:2000') EXISTING TOPOGRAPHY (TYP.) N SITE NOTE: 1.EXISTING CONDITIONS SURVEY INFORMATION AND PROPERTY DESCRIPTIONS REFERENCED FROM ASPEN SURVEY ENGINEERS PROPERTY SURVEY DATED 2021-04-13. 2.ROCKFALL HAZARD MITIGATION FENCE PER THE RECOMMENDATIONS CONTAINED IN THE WILBUR ENGINEERING, INC. PRELIMINARY ON-SITE ROCKFALL BARRIER DESIGN CRITERIA AND LOCATION REPORT DATED APRIL 16, 2021. EXISTING STRUCTURE (S) TO BE REMOVED AUTOCOURT / FIRETRUCK TURNAROUND PROPER T Y L I N E PROPERTY LINE PROPERTY LINE PROPER T Y L I N E BUILDABLE AREA WITHOUT VARIANCE TO FRONT / REAR YARD SETBACKS (2,837 SF) 30’ FRO N T Y ARD SET B A C K 30’ REAR Y ARD SETBACK 1 5 ’ R E A R Y A R D S E T B A C K 1 5 ’ R E A R Y A R D S E T B A C K 76 HAZARD MITIGATION FENCE HAZARD AREA (EXCLUDED FROM ACTIVITY ENVELOPES) PATIO ENTRY WALKWAY PATIO VICINITY MAP (1:2000') EXISTING TOPOGRAPHY (TYP.) N SITE NOTE: 1.EXISTING CONDITIONS SURVEY INFORMATION AND PROPERTY DESCRIPTIONS REFERENCED FROM ASPEN SURVEY ENGINEERS PROPERTY SURVEY DATED 2021-04-13. 2.ROCKFALL HAZARD MITIGATION FENCE PER THE RECOMMENDATIONS CONTAINED IN THE WILBUR ENGINEERING, INC. PRELIMINARY ON-SITE ROCKFALL BARRIER DESIGN CRITERIA AND LOCATION REPORT DATED APRIL 16, 2021. EXISTING STRUCTURE (S) TO BE REMOVED AUTOCOURT / FIRETRUCK TURNAROUND PROPER T Y L I N E PROPERTY LINE PROPERTY LINE PROPER T Y L I N E PROPOSED BUILDING / HARDSCAPE AREA ABV 30” (EXISTING GRADE) 47’-4” 122’-4 1/ 2 ” 1 9 ’ - 1 0 1 / 2 ” 1 6 ’ - 8 1 / 2 ” 5 ’ - 0 ” PROPOSED 25’ RE A R Y ARD SETBACK PROPOS E D 1 0 ’ F R O N T Y ARD SET B A C K PROPOSED BLDG HT: 27’-9 3/4” ABV EXISTING GRADE PROPOSED BLDG HT: 24’-0 1/4” ABV EXISTING GRADE PROPOSED BLDG HT: 23’-1 1/4” ABV EXISTING GRADE PROPOSED BLDG HT: 19’-4 1/2” ABV EXISTING GRADE EXISTING MAN-MADE SLOPE ANOMOLY, WALL MAY EXCEED 30” GRADE RESTRICTION IN SETBACK. WALL EXTENSION FOR IMPROVED EMERGENCY ACCESS AS REQUESTED BY ASPEN FIRE DEPT. 77 HAZARD MITIGATION FENCE HAZARD AREA (EXCLUDED FROM ACTIVITY ENVELOPES) PATIO ENTRY WALKWAY PATIO VICINITY MAP (1:2000') EXISTING TOPOGRAPHY (TYP.) N SITE NOTE: 1.EXISTING CONDITIONS SURVEY INFORMATION AND PROPERTY DESCRIPTIONS REFERENCED FROM ASPEN SURVEY ENGINEERS PROPERTY SURVEY DATED 2021-04-13. 2.ROCKFALL HAZARD MITIGATION FENCE PER THE RECOMMENDATIONS CONTAINED IN THE WILBUR ENGINEERING, INC. PRELIMINARY ON-SITE ROCKFALL BARRIER DESIGN CRITERIA AND LOCATION REPORT DATED APRIL 16, 2021. EXISTING STRUCTURE (S) TO BE REMOVED AUTOCOURT / FIRETRUCK TURNAROUND PROPER T Y L I N E PROPERTY LINE PROPERTY LINE PROPER T Y L I N E BUILDABLE AREA WITHOUT VARIANCE TO FRONT / REAR YARD SETBACKS (2,837 SF) 30’ FRO N T Y ARD SET B A C K 30’ REAR Y ARD SETBACK 1 5 ’ R E A R Y A R D S E T B A C K 1 5 ’ R E A R Y A R D S E T B A C K 142’-10 1 / 2 ” 4’-3 1/2” 1 8 ’ - 1 ” 3 2 ’ - 3 1 / 4 ” 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 N39 ° 3 7 ' E 1 6 9 . 0 5 ' EAST 159.90' S39 ° 5 1 ' W 7 8 . 0 0 ' (BASIS OF BEARINGS) ARC= 6 5 . 0 7 ' RAD I U S = 7 4 . 0 0 ' N 3 8 ° 0 4 ' W 1 0 0 . 0 0 ' N 5 4 ° 0 9 ' W 5 1 . 0 0 ' S39 ° 5 1 ' W 3 4 5 . 9 9 ' SITE BENCH MARK FOUND REBAR & 1" YELLOW PLASTIC CAP ILLEGIBLE ELEVATION:8059.81 FOUND NO. 5 REBAR & 1-1/4" ORANGE PLASTIC CAP MARKED TNC PLS38215 PROP CORNER FOUND NO. 5 REBAR & 1-1/4" ORANGE PLASTIC CAP MARKED TNC PLS38215 PROP CORNER SET NO. 5 REBAR & 1-1/4" ORANGE PLASTIC CAP MARKED TNC PLS38215 PROP CORNER 2 5 . 5 3 ' FOUND REBAR & 1" RED PLASTIC CAP LS25947 FOUND REBAR & 1" RED PLASTIC CAP LS25947 FOUND NO. 4 REBAR (NO IDENTIFICATION) FOUND NO. 4 REBAR (NO IDENTIFICATION) GREEN HOUSE FENCED AREA SH E D 8.3' 8.3' 10 . 9 ' 10 . 9 ' CONCRETE GRAVEL DRIVEWAY & PARKING STATUE COV E R E D D E C K 18"CMP INV:8038.75 EDGE OF PAVED ROAD W A Y ED G E O F P A V E D R O A D W A Y ED G E O F P A V E D R O A D W A Y MULTI-LEVEL WOOD & STUCCO HOME 45 GLEN EAGLES DRIVE GLEN EAGLES DRIVE GL E N E A G L E S D R I V E (6 0 ' R I G H T - O F - W A Y ) (60' RIGHT-OF-WAY) MA R O O N C R E E K R O A D LOT 19 41,543± SQ.FT. (PLAT=41,280 SQ.FT.) LOT 17BALDWIN TRACT LOT 20 80 5 0 80 6 0 8060 8050 8 0 4 2 7.5' SETBACK EASEMENT ALONG THIS PORTION OF LOT 19 (267.99') BOOK 391 PAGE 20 30' FRONT SETBACK 30' R E A R SE T B A C K 1 5 ' S I D E S E T B A C K 1 5 ' S I D E S E T B A C K 1 5 ' S I D E S E T B A C K PO S S I B L E S E T B A C K LOT 18 APPARENT FLAGSTONE ENCROACHMENT APPARENT ENCROACHMENTS IMPROVEMENTS USED BY 45 GLEN EAGLES DRIVE 1 0 0 ' M A J O R R O A D S E T B A C K SECTION 14, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH PM COUNTY OF PITKIN, STATE OF COLORADO PARCEL NO. 2735-142-01-002 IMPROVEMENT & TOPOGRAPHIC SURVEY LOT 19 ASPEN HIGHLANDS SUBDIVISION TRUE NORTH COLORADO LLC. A LAND SURVEYING AND MAPPING COMPANY P.O. BOX 614 - 386 MAIN STREET-UNIT 3 NEW CASTLE, COLORADO 81647 (970) 984-0474 www.truenorthcolorado.com PROJECT NO: 2022-237 DATE: January 19, 2023 DRAWN RPK SURVEYED GBL SHEET 1 OF 1 TRUENORTH A LAND SURVEYING AND MAPPING COMPANY 20' 10'40' SCALE: 1" = 20' N FURNISHED PROPERTY DESCRIPTION: 0 TITLE COMMITMENT EXCEPTION NOTES: PROPERTY ZONED: R 30 NOTES: 6.ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) REFERENCED FROM NATIONAL GEODETIC SURVEY (NGS) BENCHMARK STATION Q 159 HAVING AN ELEVATION OF 7911.98. 7.CONTOUR INTERVAL EQUALS 1 FOOT. VICINITY MAP SITE SURVEYOR'S CERTIFICATION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF, HOWEVER IT IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED. UTILITY POLE GUY ANCHOR STREET SIGN ELECTRIC MANHOLE CATV TELEPHONE PEDESTAL CLEAN-OUT ELECTRICAL TRANSFORMER GAS METER ELECTRICAL METER G LEGEND E OVERHEAD TELEPHONE WIRE FENCE SPLIT-RAIL FENCE 107 N39 ° 3 7 ' E 1 6 9 . 0 5 ' N90°00'00"E 159.90' S39 ° 5 1 ' W 7 8 . 0 0 ' N90°00'00"W 242.26' S0 0 ° 0 0 ' 0 0 " E 1 3 5 . 2 1 ' (B A S I S O F B E A R I N G S ) CB= N 6 4 ° 4 8 ' 3 0 " W CH= 6 3 . 0 0 ' ARC = 6 5 . 0 7 ' RAD I U S = 7 4 . 0 0 ' N 3 8 ° 0 4 ' W 1 0 0 . 0 0 ' N 5 4 ° 0 9 ' W 5 1 . 0 0 ' A R C = 1 1 0 . 7 7 ' R A D I U S = 7 0 . 5 2 ' C B = S 4 5 ° 0 0 ' 0 0 " E C H = 9 9 . 7 3 ' FOUND NO. 4 REBAR (NO IDENTIFICATION) FOUND NO. 5 REBAR & 1-1/4" ORANGE PLASTIC CAP MARKED TNC PLS38215 PROP CORNER FOUND REBAR & 1" YELLOW PLASTIC CAP ILLEGIBLE SET NO. 5 REBAR & 1-1/4" ORANGE PLASTIC CAP MARKED TNC PLS38215 PROP CORNER FOUND NO. 5 REBAR & 1-1/4" ORANGE PLASTIC CAP MARKED TNC PLS38215 PROP CORNER FOUND NO. 5 REBAR & 1-1/4" ORANGE PLASTIC CAP MARKED TNC PLS38215 PROP CORNER 2 5 . 5 3 ' FOUND REBAR & 1" RED PLASTIC CAP LS25947 FOUND REBAR & 1" RED PLASTIC CAP LS25947 FOUND NO. 4 REBAR (NO IDENTIFICATION) FOUND NO. 4 REBAR (NO IDENTIFICATION) 5.0' UTILITY EASEMENT DITCH BOOK 2A PAGE 256 (TYPICAL ENTIRE PERIMETER) ED G E O F P A V E D R O A D W A Y GLEN EAGLES DRIVE GL E N E A G L E S D R I V E (6 0 ' R I G H T - O F - W A Y ) (60' RIGHT-OF-WAY) MA R O O N C R E E K R O A D LOT 19 41,545± SQ.FT. (0.953± ACRES) LOT 17 BALDWIN TRACT LOT 20 LOT 18 31,108± SQ.FT. (0.714± ACRES) N90°00'00"E 134.84'25.06' N90°00'00"W 106.08'N90°00'00"W 136.18' SET NO. 5 REBAR & 1-1/4" ORANGE PLASTIC CAP MARKED TNC PLS38215 PROP CORNER 5.0' UTILITY EASEMENT 5.0' UTILITY EASEMENT N 3 3 ° 0 3 ' 3 4 " W 1 1 3 . 9 4 ' N42 ° 5 8 ' 5 0 " E 1 5 0 . 7 0 ' VAC A T E D L O T L I N E 1 0 0 ' M A J O R R O A D S E T B A C K CLERK AND RECORDER'S CERTIFICATE THIS FIRST AMENDED SUBDIVISION EXEMPTION WITH LOT LINE ADJUSTMENTS WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY AT ____ O'CLOCK____.M., ON THE ____ DAY OF__________, A.D. 2023, AND IS DULY RECORDED IN BOOK ________, PAGE ________, RECEPTION NO.______________________________. _________________________________________________________ CLERK AND RECORDER BY:______________________________________________________ DEPUTY PLAT NOTES: SECTION 14, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH PM COUNTY OF PITKIN, STATE OF COLORADO PARCEL NO. 273514201003 & 273514201002 FIRST AMENDED LOT 18 & LOT 19 ASPEN HIGHLANDS SUBDIVISION SUBDIVISION EXEMPTION PLAT WITH LOT LINE ADJUSTMENTS TRUE NORTH COLORADO LLC. A LAND SURVEYING AND MAPPING COMPANY P.O. BOX 614 - 386 MAIN STREET-UNIT 3 NEW CASTLE, COLORADO 81647 (970) 984-0474 www.truenorthcolorado.com PROJECT NO: 2022-237 DATE: February 9, 2023 DRAWN RPK SURVEYED GBL SHEET 1 OF 1 TRUENORTH A LAND SURVEYING AND MAPPING COMPANY 20' 10'40' SCALE: 1" = 20' N 0 CERTIFICATE OF OWNERSHIP KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED MARK LADERMAN AND ANDREA LADERMAN, BEING SOLE OWNERS IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN PITKIN COUNTY, SHOWN ON THIS FIRST AMENDED LOT 18 AND LOT 19 ASPEN HIGHLANDS SUBDIVISION, SUBDIVISION EXEMPTION WITH LOT LINE ADJUSTMENTS HAS BY THESE PRESENTS SUBDIVIDED AND PLATTED SUCH REAL PROPERTY AS SHOWN HEREON AND IS DESCRIBED AS FOLLOWS: LOT 18 AND LOT 19, ASPEN HIGHLANDS SUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED IN DITCH BOOK 2A AT PAGE 256. OWNERS: MARK & ANDREA LADERMAN 848 LEONARD ROAD LOS ANGELES, CA 90049 BY:__________________________________________________________ MARK LANDERMAN, OWNER BY:__________________________________________________________ ANDREA LANDERMAN, OWNER STATE OF COLORADO ) )ss COUNTY OF PITKIN ) THE FOREGOING CERTIFICATION OF OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS _____________ DAY OF_____________________________, 2023, BY MARK LADERMAN AND ANDREA LADERMAN AS OWNERS. WITNESS MY HAND AND SEAL ____________________________________________________________________________ NOTARY PUBLIC TITLE CERTIFICATE I, _______________________________ AN AGENT AUTHORIZED OF ____________________________________, DO HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE TO ALL LANDS SHOWN UPON THIS PLAT AND THAT TITLE TO SUCH LANDS IS VESTED IN BEAR AT DOOR, LLC IS FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES (INCLUDING MORTGAGES, DEEDS OF TRUST, JUDGMENTS, EASEMENTS, CONTRACTS AND AGREEMENTS OF RECORD AFFECTING THE REAL PROPERTY IN THIS PLAT), EXCEPT AS SET FORTH IN THE COMMITMENT FOR TITLE INSURANCE ISSUED BY _____________________COMMITMENT NO. _____________________ DATED: ____________________________ DATED THIS___________DAY OF______________________________________, A.D., 2023. TITLE COMPANY NAME & ADDRESS BY:_____________________________________________________________________ AUTHORIZED AGENT SURVEYOR'S CERTIFICATE I, RODNEY P. KISER, BEING A DULY LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO DO HEREBY STATE THAT THIS FIRST AMENDED LOT 18 AND LOT 19 ASPEN HIGHLANDS SUBDIVISION, SUBDIVISION EXEMPTION WITH LOT LINE ADJUSTMENTS SHOWN HEREON IS BASED ON A FIELD SURVEY IN AUGUST OF 2022 AND WAS PERFORMED UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE AND MEETS THE REQUIREMENTS OF A LAND SURVEY PLAT AS SET FORTH IN C.R.S. SECTION 38-51-106 AND IS TRUE AND CORRECT TO THE BEST OF MY BELIEF AND KNOWLEDGE. IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS ________ DAY OF ______________________, 2022. __________________________________________________________________________ RODNEY P. KISER LICENSED PROFESSIONAL SURVEYOR COLORADO REGISTRATION NO. 38215 ORF R EV I E W VICINITY MAP SITE PITKIN COUNTY COMMUNITY DEVELOPMENT DIRECTOR'S APPROVAL THIS LADERMAN ACTIVITY ENVELOPE PLAN HAS BEEN REVIEWED AND APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR OF PITKIN COUNTY THIS_________ DAY OF_______________________________, 2023 AND IS SUBJECT TO ADMINISTRATIVE DETERMINATION NO.___________________________ - 2023, RECORDED AS RECEPTION NO.___________________________________. BY: ________________________________________________________________________________ PITKIN COUNTY COMMUNITY DEVELOPMENT DIRECTOR 108 N39 ° 3 7 ' E 1 6 9 . 0 5 ' N90°00'00"E 159.90' S39 ° 5 1 ' W 7 8 . 0 0 ' CB= N 6 4 ° 4 8 ' 3 0 " W CH= 6 3 . 0 0 ' ARC = 6 5 . 0 7 ' RAD I U S = 7 4 . 0 0 ' N 3 8 ° 0 4 ' W 1 0 0 . 0 0 ' N 5 4 ° 0 9 ' W 5 1 . 0 0 ' SET NO. 5 REBAR & 1-1/4" ORANGE PLASTIC CAP MARKED TNC PLS38215 PROP CORNER FOUND NO. 5 REBAR & 1-1/4" ORANGE PLASTIC CAP MARKED TNC PLS38215 PROP CORNER FOUND NO. 5 REBAR & 1-1/4" ORANGE PLASTIC CAP MARKED TNC PLS38215 PROP CORNER 2 5 . 5 3 ' FOUND REBAR & 1" RED PLASTIC CAP LS25947 FOUND REBAR & 1" RED PLASTIC CAP LS25947 FOUND NO. 4 REBAR (NO IDENTIFICATION) FOUND NO. 4 REBAR (NO IDENTIFICATION) 5.0' UTILITY EASEMENT DITCH BOOK 2A PAGE 256 (TYPICAL) ED G E O F P A V E D R O A D W A Y GLEN EAGLES DRIVE GL E N E A G L E S D R I V E (6 0 ' R I G H T - O F - W A Y ) (60' RIGHT-OF-WAY) MA R O O N C R E E K R O A D LOT 19 41,545± SQ.FT. (0.953± ACRES) LOT 17BALDWIN TRACT LOT 20 LOT 18 N90°00'00"E 134.84' N90°00'00"W 106.08' SET NO. 5 REBAR & 1-1/4" ORANGE PLASTIC CAP MARKED TNC PLS38215 PROP CORNER 5.0' UTILITY EASEMENT S 3 3 ° 0 3 ' 3 4 " E 1 1 3 . 9 4 ' S42 ° 5 8 ' 5 0 " E 1 5 0 . 9 7 ' SITE BENCH MARK FOUND REBAR & 1" YELLOW PLASTIC CAP ILLEGIBLE ELEVATION:8059.81 ACTIVITY ENVELOPE 12,347± SQ.FT. DRIVEWAY ENVELOPE 2,250± SQ.FT. 80 5 0 80 6 0 8060 8 0 4 2 8 0 6 6 804 2 8050 1 0 0 ' M A J O R R O A D S E T B A C K 4 0 . 0 ' NOTES: 4.ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) REFERENCED FROM NATIONAL GEODETIC SURVEY (NGS) BENCHMARK STATION Q 159 HAVING AN ELEVATION OF 7911.98. 5.CONTOUR INTERVAL EQUALS 2 FOOT. SECTION 14, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH PM COUNTY OF PITKIN, STATE OF COLORADO PARCEL NO. 273514201002 LADERMAN ACTIVITY ENVELOPE PLAN LOT 19 ASPEN HIGHLANDS SUBDIVISION TRUE NORTH COLORADO LLC. A LAND SURVEYING AND MAPPING COMPANY P.O. BOX 614 - 386 MAIN STREET-UNIT 3 NEW CASTLE, COLORADO 81647 (970) 984-0474 www.truenorthcolorado.com PROJECT NO: 2022-237 DATE: February 9, 2023 DRAWN RPK SURVEYED GBL SHEET 1 OF 1 TRUENORTH A LAND SURVEYING AND MAPPING COMPANY 20' 10'40' SCALE: 1" = 20' N 0 ORF R EV I E W VICINITY MAP SITE SLOPES 15% TO 30% 30% TO 45% 45% & GREATER CLERK AND RECORDER 'S CERTIFICATE THIS LADERMAN ACTIVITY ENVELOPE PLAN HAS BEEN ACCEPTED FOR RECORDING IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO THIS _____ DAY OF____________________,2023, AND IS DULY RECORDED IN BOOK _____, PAGE ______, RECEPTION NO.______________________. ______________________________________________________________ CLERK AND RECORDER BY:___________________________________________________________ DEPUTY OWNER'S ACKNOWLEDGMENT THE OWNER ACKNOWLEDGES BEING INFORMED BY PITKIN COUNTY OF THE EXISTENCE OF "ENVIRONMENTAL HAZARD AREAS" THAT MIGHT AFFECT THE PROPERTY, ANY IMPROVEMENTS, AND THE USE THEREOF. THEN PROVISIONS OF THE PITKIN COUNTY REGULATIONS DO NOT IN ANY WAY ASSURE OR IMPLY THAT THE AREAS OUTSIDE OF DESIGNATED HAZARD AREAS WILL BE FREE FROM HAZARDS OR THAT APPROVED MITIGATION MEASURES WILL GUARANTEE THE SAFETY OF THE PROPERTY. BY:_______________________________________________________________ MARK LADERMAN - OWNER PITKIN COUNTY COMMUNITY DEVELOPMENT DIRECTOR 'S APPROVAL THIS LADERMAN ACTIVITY ENVELOPE PLAN HAS BEEN REVIEWED AND APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR OF PITKIN COUNTY THIS_________ DAY OF_______________________________, 2023 AND IS SUBJECT TO ADMINISTRATIVE DETERMINATION NO.___________________________ - 2023, RECORDED AS RECEPTION NO.___________________________________. BY: ________________________________________________________________________________ PITKIN COUNTY COMMUNITY DEVELOPMENT DIRECTOR 109