The URL can be used to link to this page

Home My WebLink AboutMaroon Creek Club Insubstantial Amendment - 11-7-22 300 SO SPRING ST | 202 | ASPEN, CO 81611 970.925.2855 | BENDONADAMS.COM November 7, 2022 Amy Simon, Planning Director Community Development City of Aspen 427 Rio Grande Place Aspen, CO 81611 RE: Maroon Creek Club Request for Insubstantial PD Amendment Ms. Simon: Please accept this request for an Insubstantial Amendment to the Maroon Creek Club Planned Development to accommodate architectural and site plan improvements to the main club building. The map to the right shows the location of the Maroon Creek Club, west of downtown Aspen Architectural changes to the exterior of the building are proposed for the entry, pro-shop, lounge, and bar areas of the building. These internal uses are being reconfigured and the exterior changes are in relation to the revised interior layout. A rooftop area for future solar panels is also requested. Background: The Maroon Creek Club was reviewed and approved in Pitkin County and resulted in the adoption of Pitkin County Resolution No. 93-104. A water service agreement was subsequently approved by the City of Aspen in 1993. A Subdivision Improvements Agreement (SIA) was recorded in 1993 as reception no. 363236. This detailed the approvals and became the controlling document. The developer then sought annexation to the City of Aspen and the lands were annexed pursuant to City of Aspen Ordinances No. 33 and 34, Series 1996. The lands were provided City of Aspen zoning and the project’s development allowances were clarified and explained, pursuant to City of Aspen Ordinance No. 40, Series 1996. The city accepted the approvals granted by Pitkin County. Maroon Creek Club Insub. Amendment Page 2 300 SO SPRING ST | 202 | ASPEN, CO 81611 970.925.2855 | BENDONADAMS.COM The language to the right is taken from Resolution 93- 104 The SIA states an allowed 30,100 square feet of commercial development for Lot 51, of which 8,000 square feet shall be allocated to cart storage and up to 1,200 square feet for a snack bar / halfway house. The approval does not differentiate “net leasable area” verses circulation space and treats all area as commercial. The language to the right is taken from the SIA The replacement properties mentioned in the document (Romeo’s Restaurant, Aspen Country Inn) were clearly commercial establishments. There are no restrictions affecting the conversion of interior areas from circulation to restaurant or retail space or vice-versa. Maroon Creek Club Insub. Amendment Page 3 300 SO SPRING ST | 202 | ASPEN, CO 81611 970.925.2855 | BENDONADAMS.COM An amendment in 2000 reallocated 888 square feet back to the clubhouse and golf course from “golf course ancillary structures.” The halfway house which was originally planned to be up to 1,200 square feet was developed with just 312 square feet. The clubhouse received 788sf. A seasonal 10’x10’ food service tent between holes 10 and 11 consumed the remaining 100 square feet. Language to the right is taken from an (unrecorded) amendment approved in 2000 The numbers stated in the SIA differ from those stated in Reso 93-104. The SIA appears to be the controlling document. The language to the right is taken from the SIA 8,000 square feet of the 30,100 was allocated to the cart storage building. This square footage is simply dedicated to another use and not available for the club building. The club building was expanded by 18,070 square feet. The chart to the right is a summary of the square footage discussed in the approvals: Original allowance Golf Cart Storage "returned" from golf Ancillary Structures Available for Club Building 30,100 8,000 788 22,888 Expansion 18,070 Remaining 4,818 Maroon Creek Club Insub. Amendment Page 4 300 SO SPRING ST | 202 | ASPEN, CO 81611 970.925.2855 | BENDONADAMS.COM Proposed Changes: The club building is not expanding but will undergo a series of internal changes where uses are moving within the building. Exterior changes are driven from relocated interior uses and to fulfill desired aesthetic upgrades. The main entry to the club building is proposed for window and door upgrades. The single double door will be replaced with two double doors. Changes in the lite pattern are subtle and will be of the same style as used throughout the building. No changes to the massing of the entryway are proposed. The entry will continue to have an airlock. The existing (left) and proposed (right) entryway are shown below A new entry to the relocated pro-shop is planned for the center section of the building. This area is currently a lounge and overflow seating for the bar area. No changes to the massing are proposed. To the right is a picture of the current condition. The relocated pro-shop is in the center. The main entryway is to the left. Maroon Creek Club Insub. Amendment Page 5 300 SO SPRING ST | 202 | ASPEN, CO 81611 970.925.2855 | BENDONADAMS.COM The existing (left) and proposed (right) pro-shop façade are shown below The bar will be relocated to the area currently occupied by the pro-shop. New windows and doors will create more opacity along the southern exposure and allow patrons better access to the outdoor seating area. The existing (left) and proposed (right) bar area south façade are shown below A portion of the north façade of the bar area will be filled in with new siding to match the existing pallet. The existing (left) and proposed (right) bar area north façade are shown below Maroon Creek Club Insub. Amendment Page 6 300 SO SPRING ST | 202 | ASPEN, CO 81611 970.925.2855 | BENDONADAMS.COM Solar panels are planned for the flat roof in an area set back from street view. This upcoming phase of construction will utilize one section shown in the diagram. Three additional sections are diagrammed for future solar array use. The panels identified for this upcoming construction phase will be mounted on stanchions with a 33-inch total height above the plane of the roof. To accommodate different vendors and technology for future phases, the applicant is requesting a 5-foot height allowance for solar panels. The diagrams below show the designated solar array areas of the roof (left) and a section of the panel system to be used in the upcoming construction (right). Landscape and site plan changes affect the arrival/drop-off area with an increase in the pedestrian area and an equal decrease in the driving area. Paving of the golf cart parking area will be replaced as well as paving around the lap pool and driving range. The overall hardscape square footage remains the same. The plan to the right shows the arrival/drop-off area with the relocated curb. Maroon Creek Club Insub. Amendment Page 7 300 SO SPRING ST | 202 | ASPEN, CO 81611 970.925.2855 | BENDONADAMS.COM Sidewalks to and between tennis courts west of the building are in need of repair. The existing walkways vary in width, averaging 4 feet wide. The proposed walkways are 5 feet wide. The Maroon Creek Club does not have an identified character area in the Commercial Design Standards. However, the Community Development Department identified the Neighborhood Mixed Use Character Area as the most relevant character area. Exterior materials will mimic the existing wood, stone, and metal framed glazing already in use. The image to the right shows the existing materials pallet of stacked stone, natural wood posts and beams, metal bracketry, and steel and wood trimmed windows. No changes to the service area along the northern portion of the building are proposed. The photo to the right shows the existing service area along the north side of the property Maroon Creek Club Insub. Amendment Page 8 300 SO SPRING ST | 202 | ASPEN, CO 81611 970.925.2855 | BENDONADAMS.COM No changes to the exterior architectural lighting are proposed. Any additional landscape lighting will mimic existing downcast lighting used on the property today. To the right is a diagram for downcast pathway lighting Designated areas for current and future solar panels are identified on the roof. Some interior duct work may be needed to accommodate the interior remodel. No exterior changes to mechanical systems are proposed. Pedestrian amenity requirements do not apply because the property is not located in an applicable zone district. We believe the changes are insubstantial in nature. The request does not change the use or character of the approved project and do not affect the dimensions of the project. The property is legally described as Lot 51; Maroon Creek Club Subdivision. The property is owned by Maroon Creek Limited Liability Company LLC with Maroon Creek Investors LLC as its Manager. Andrew Hecht is the Manager of Maroon Creek Investors LLC. BendonAdams has been authorized by Mr. Hecht to submit this request. We believe this request contains the necessary information for a complete and competent review. Please let us know if additional information is needed. We look forward to your review and will make ourselves available for any questions or concerns you have. Kind Regards, Chris Bendon, AICP BendonAdams LLC Attachments: 1. Land use application form 2. Fee agreement 3. HOA form 4. Authorization letter 5. Proof of ownership 6. Statement of authority 7. Pre-Application conference summary 8. Vicinity map 9. Survey 10. Existing and proposed plans CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020 LAND USE APPLICATION APPLICANT: REPRESENTIVATIVE: Description: Existing and Proposed Conditions Review: Administrative or Board Review Net Leasable square footage Lodge Pillows Free Market dwelling units Affordable Housing dwelling units Essential Public Facility square footage FEES DUE: $ Pre-Application Conference Summary Signed Fee Agreement HOA Compliance form All items listed in checklist on PreApplication Conference Summary Name: Address: Phone#: email: Address: Phone #: email: Name: Project Name and Address: Parcel ID # (REQUIRED) Required Land Use Review(s): Growth Management Quota System (GMQS) required fields: BendonAdams 300 So. Spring St #202; Aspen, CO 81611 970.925.2855 chris@bendonadams.com Existing golf and tennis club. Proposed changes to internal layout, exterior window/door locations, and entryway layout. x x x x na Have you included the following? na na na 3,250 Maroon Creek Club Insubstantial PD Amendment 2735-023-09-051 Maroon Creek Club Limited Liability Company, LLC c/o Maroon Creek Investors LLC, Manager 10 Club Circle; Aspen, CO 81611 970.925.1936 ahecht@garfieldhecht.com na Exhibit 1 975 Parks 1,950 6 325 1 Exhibit 2 Exhibit 3 Exhibit 4 Land Title Guarantee Company Customer Distribution PREVENT FRAUD - Please remember to call a member of our closing team when initiating a wire transfer or providing wiring instructions. Order Number:Q62014635 Date: 09/08/2022 Property Address:10 CLUB CIR, ASPEN, CO 81611 PLEASE CONTACT YOUR CLOSER OR CLOSER'S ASSISTANT FOR WIRE TRANSFER INSTRUCTIONS For Closing Assistance For Title Assistance Land Title Roaring Fork Valley Title Team 533 E HOPKINS #102 ASPEN, CO 81611 (970) 927-0405 (Work) (970) 925-0610 (Work Fax) valleyresponse@ltgc.com Seller/Owner MAROON CREEK LLC Delivered via: No Commitment Delivery BENDONADAMS Attention: CHRIS BENDON 300 S SPRING STREET SUITE 202 ASPEN, CO 81611 (970) 925-2855 (Work) chris@bendonadams.com Delivered via: Electronic Mail Exhibit 5 Land Title Guarantee Company Estimate of Title Fees Order Number:Q62014635 Date: 09/08/2022 Property Address:10 CLUB CIR, ASPEN, CO 81611 Parties:TO BE DETERMINED MAROON CREEK LIMITED LIABILITY COMPANY, A COLORADO LIMITED LIABILITY COMPANY Visit Land Title's Website at www.ltgc.com for directions to any of our offices. Estimate of Title insurance Fees "TBD" Commitment $265.00 Total $265.00 If Land Title Guarantee Company will be closing this transaction, the fees listed above will be collected at closing. Thank you for your order! Note: The documents linked in this commitment should be reviewed carefully. These documents, such as covenants conditions and restrictions, may affect the title, ownership and use of the property. You may wish to engage legal assistance in order to fully understand and be aware of the implications of the effect of these documents on your property. Chain of Title Documents: Pitkin county recorded 02/17/1994 under reception no. 367054 at book 742 page 100 Pitkin county recorded 03/18/1999 under reception no. 428927 Pitkin county recorded 03/18/1999 under reception no. 428928 Pitkin county recorded 02/18/2000 under reception no. 440670 Pitkin county recorded 02/04/2002 under reception no. 463581 Pitkin county recorded 02/04/2002 under reception no. 463582 Pitkin county recorded 11/30/2011 under reception no. 584725 Pitkin county recorded 11/30/2011 under reception no. 584727 Plat Map(s): Pitkin county recorded 11/15/1993 at book 33 page 4 Pitkin county recorded 03/31/1994 at book 34 page 23 Pitkin county recorded 09/27/1996 under reception no. 397484 at book 40 page 61 Pitkin county recorded 08/09/2002 under reception no. 470808 at book 61 page 89 Copyright 2006-2022 American Land Title Association. All rights reserved. The use of this Form 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. Property Address: 10 CLUB CIR, ASPEN, CO 81611 1.Effective Date: 08/26/2022 at 5:00 P.M. 2.Policy to be Issued and Proposed Insured: "TBD" Commitment Proposed Insured: TO BE DETERMINED $0.00 3.The estate or interest in the land described or referred to in this Commitment and covered herein is: A FEE SIMPLE 4.Title to the estate or interest covered herein is at the effective date hereof vested in: MAROON CREEK LIMITED LIABILITY COMPANY, A COLORADO LIMITED LIABILITY COMPANY 5.The Land referred to in this Commitment is described as follows: LOT 51, MAROON CREEK CLUB, ACCORDING TO THE FINAL PLAT AND PUD FOR MAROON CREEK CLUB, RECORDED NOVEMBER 15, 1993 IN PLAT BOOK 33 AT PAGE 4 AND AS PARTIALLY CORRECTED BY INSTRUMENT RECORDED MARCH 31, 1994 IN PLAT BOOK 34 AT PAGE 23 AND MAP RECORDED SEPTEMBER 27, 1996 IN PLAT BOOK 40 AT PAGE 61 AND FURTHER AMENDED BY HARMONY ROAD PLAT RECORDED AUGUST 9, 2002 IN PLAT BOOK 61 AT PAGE 89. COUNTY OF PITKIN, STATE OF COLORADO. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:Q62014635 ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part I (Requirements) Order Number: Q62014635 All of the following Requirements must be met: This 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. Pay the agreed amount for the estate or interest to be insured. Pay the premiums, fees, and charges for the Policy to the Company. 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. 1.RELEASE OF DEED OF TRUST DATED OCTOBER 08, 1996 FROM MAROON CREEK LIMITED LIABILITY COMPANY, A COLORADO LIMITED LIABILITY COMPANY TO THE PUBLIC TRUSTEE OF PITKIN COUNTY FOR THE USE OF CAROLINA FIRST BANK TO SECURE THE SUM OF $4,900,000.00 RECORDED OCTOBER 16, 1996, UNDER RECEPTION NO. 398113. 2.RELEASE OF DEED OF TRUST DATED NOVEMBER 12, 1996 FROM MAROON CREEK LIMITED LIABILITY COMPANY, A COLORADO LIMITED LIABILITY COMPANY TO THE PUBLIC TRUSTEE OF PITKIN COUNTY FOR THE USE OF CAROLINA FIRST BANK TO SECURE THE SUM OF $4,900,000.00 RECORDED NOVEMBER 27, 1996, UNDER RECEPTION NO. 399476. 3.PARTIAL RELEASE OF DEED OF TRUST DATED OCTOBER 15, 1997 FROM MAROON CREEK LIMITED LIABILITY COMPANY, A COLORADO LIMITED LIABILITY COMPANY TO THE PUBLIC TRUSTEE OF PITKIN COUNTY FOR THE USE OF TEXTRON FINANCIAL CORPORATION TO SECURE THE SUM OF $15,000,000.00 RECORDED OCTOBER 15, 1997, UNDER RECEPTION NO. 409454. SAID DEED OF TRUST WAS FURTHER SECURED IN ASSIGNMENT OF RENTS RECORDED OCTOBER 15, 1997, UNDER RECEPTION NO. 409455. AMENDMENT AGREEMENT IN CONNECTION WITH SAID DEED OF TRUST WAS RECORDED APRIL 04, 2002 UNDER RECEPTION NO. 465963. AMENDMENT AGREEMENT IN CONNECTION WITH SAID DEED OF TRUST WAS RECORDED AUGUST 31, 1999, UNDER RECEPTION NO. 435077. AMENDMENT AGREEMENT IN CONNECTION WITH SAID DEED OF TRUST WAS RECORDED MAY 20, 1999 UNDER RECEPTION NO. 431337. 4.PARTIAL TERMINATION OF FINANCING STATEMENT BY ANB BANK, THE SECURED PARTY, RECORDED FEBRUARY 21, 2014, UNDER RECEPTION NO. 608128 AND CONTINUED BY AMENDMENT RECORDED DECEMBER 28, 2018 UNDER RECEPTION NO. 653005. 5.PARTIAL RELEASE OF DEED OF TRUST DATED FEBRUARY 13, 2014, FROM MAROON CREEK LIMITED LIABILITY COMPANY, A COLORADO LIMITED LIABILITY COMPANY TO THE PUBLIC TRUSTEE OF PITKIN COUNTY FOR THE USE OF ANB BANK TO SECURE THE SUM OF $6,000,000.00 RECORDED FEBRUARY 14, 2014, UNDER RECEPTION NO. 607993. MODIFICATION AGREEMENT IN CONNECTION WITH SAID DEED OF TRUST WAS RECORDED APRIL 10, 2017 UNDER RECEPTION NO. 637434. MODIFICATION AGREEMENT IN CONNECTION WITH SAID DEED OF TRUST WAS RECORDED MARCH 12, 2018 UNDER RECEPTION NO. 645754. MODIFICATION AGREEMENT IN CONNECTION WITH SAID DEED OF TRUST WAS RECORDED DECEMBER 21, 2020 UNDER RECEPTION NO. 671744. THIS COMMITMENT IS FOR INFORMATION ONLY, AND NO POLICY WILL BE ISSUED PURSUANT HERETO. This commitment does not republish any covenants, condition, restriction, or limitation contained in any document referred to in this commitment to the extent that the specific covenant, conditions, restriction, or limitation violates state or federal law based on race, color, religion, sex, sexual orientation, gender identity, handicap, familial status, or national origin. 1.Any facts, rights, interests, or claims thereof, not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 2.Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 3.Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 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. 7.(a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 8.RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED MAY 20, 1953 IN BOOK 180 AT PAGE 155. 9.RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED JUNE 16, 1944 IN BOOK 167 AT PAGE 562, AND RECORDED MAY 20, 1953 IN BOOK 180 AT PAGE 155. 10.TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO. 93-104 RECORDED AUGUST 13, 1993 IN BOOK 721 AT PAGE 245. 11.TERMS, CONDITIONS, AND PROVISIONS OF SUBDIVIDER'S AGREEMENT AS CONTAINED IN INSTRUMENT RECORDED NOVEMBER 12, 1993, IN BOOK 730 AT PAGE 606 AND AMENDMENT RECORDED MARCH 10, 2000 UNDER RECEPTION NO. 441279. 12.TERMS, CONDITIONS AND PROVISIONS OF PUBLIC ACCESS EASEMENT RECORDED NOVEMBER 12, 1993 IN BOOK 730 AT PAGE 655. 13.TERMS, CONDITIONS AND PROVISIONS OF DEDICATION AGREEMENT FOR ROADS RECORDED NOVEMBER 12, 1993 IN BOOK 730 AT PAGE 662. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: Q62014635 14.TERMS, CONDITIONS AND PROVISIONS OF AVIGATION EASEMENT RECORDED NOVEMBER 12, 1993 IN BOOK 730 AT PAGE 690. 15.TERMS, CONDITIONS AND PROVISIONS OF WATER SERVICE AGREEMENT RECORDED NOVEMBER 15, 1993 IN BOOK 730 AT PAGE 797. 16.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF AGREEMENT RECORDED NOVEMBER 15, 1993 IN BOOK 731 AT PAGE 52. 17.EASEMENTS, RIGHTS OF WAY AND OTHER MATTERS AS SET FORTH ON THE PLAT OF SUBJECT PROPERTY RECORDED NOVEMBER 15, 1993 IN PLAT BOOK 33 AT PAGE 4 AND AS PARTIALLY CORRECTED BY INSTRUMENT RECORDED MARCH 31, 1994 IN PLAT BOOK 34 AT PAGE 23 AND MAP RECORDED SEPTEMBER 27, 1996 UNDER RECEPTION NO. 397484 AND FURTHER AMENDED BY HARMONY ROAD PLAT RECORDED AUGUST 9, 2002 IN PLAT BOOK 61 AT PAGE 89. 18.MASTER DECLARATION OF PROTECTIVE COVENANTS FOR MAROON CREEK CLUB, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW AS CONTAINED IN INSTRUMENT RECORDED DECEMBER 02, 1993, IN BOOK 733 AT PAGE 598 AND AS AMENDED IN INSTRUMENT RECORDED FEBRUARY 17, 1994, IN BOOK 742 AT PAGE 83 AND SECOND AMENDMENT RECORDED JUNE 8, 1994 IN BOOK 752 AT PAGE 754 AND THIRD AMENDMENT RECORDED JULY 19, 1994 IN BOOK 755 AT PAGE 883 AND AMENDED AND RESTATED THIRD AMENDMENT RECORDED JULY 26, 1994 IN BOOK 756 AT PAGE 597 AND FOURTH AMENDMENT RECORDED SEPTEMBER 12, 1996 UNDER RECEPTION NO. 396947. ASSIGNMENT AND DESIGNATION OF SUCCESSOR DECLARANT RECORDED MAY 11, 1994 IN BOOK 750 AT PAGE 242. 19.TERMS, CONDITIONS AND PROVISIONS OF DECLARATION OF RESTRICTIVE COVENANTS RECORDED DECEMBER 22, 1993 IN BOOK 736 AT PAGE 335. 20.TERMS, CONDITIONS AND PROVISIONS OF TRENCH, CONDUIT, AND VAULT AGREEMENT GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION RECORDED JULY 11, 1994 AT RECEPTION NO. 371946. 21.TERMS, CONDITIONS AND PROVISIONS OF ASSIGNMENT OF ROAD MAINTENANCE AGREEMENTS RECORDED SEPTEMBER 03, 1996 AT RECEPTION NO. 396644. 22.TERMS, CONDITIONS AND PROVISIONS OF INSUBSTANTIAL PUD AMENDMENT RECORDED DECEMBER 19, 1996 AT RECEPTION NO. 400129. 23.TERMS, CONDITIONS AND PROVISIONS OF MAROON CREEK SUBDIVISION (SOUTH) ANNEXATION RECORDED FEBRUARY 06, 1997 IN BOOK 41 AT PAGE 76. 24.TERMS, CONDITIONS AND PROVISIONS OF MAROON CREEK SUBDIVISION (NORTH) ANNEXATION RECORDED FEBRUARY 6, 1997 IN BOOK 41 PAGE 77. 25.TERMS, CONDITIONS AND PROVISIONS OF EASEMENT AGREEMENT RECORDED FEBRUARY 21, 1997 AT RECEPTION NO. 401986. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: Q62014635 26.TERMS, CONDITIONS AND PROVISIONS OF ORDINANCE# 34, SERIES OF 1996 RECORDED FEBRUARY 21, 1997 AT RECEPTION NO. 401985. 27.TERMS, CONDITIONS AND PROVISIONS OF ORDINANCE# 40, SERIES OF 1996 RECORDED APRIL 08, 1997 AT RECEPTION NO. 403224. 28.ALL MATTERS SHOWN ON THE ALTA TITLE SURVEY OF SUBJECT PROPERTY RECORDED NOVEMBER 18, 1997 UNDER RECEPTION NO. 410803. 29.TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO. 24 RECORDED MAY 04, 1998 AT RECEPTION NO. 416475. 30.TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT RECORDED SEPTEMBER 22, 1999 AT RECEPTION NO. 435797. 31.EASEMENTS AND RIGHTS OF WAY AS GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION, INC. IN INSTRUMENT RECORDED DECEMBER 8, 1999 UNDER RECEPTION NO. 438373. 32.TERMS, CONDITIONS AND PROVISIONS OF CONTRACT FOR SERVICE RECORDED FEBRUARY 01, 2000 AT RECEPTION NO. 440028. 33.TERMS, CONDITIONS AND PROVISIONS OF EASEMENT AGREEMENT RECORDED MARCH 05, 2003 AT RECEPTION NO. 479574. 34.TERMS, CONDITIONS AND PROVISIONS OF HOLY CROSS ENERGY RIGHT OF WAY EASEMENT RECORDED MARCH 16, 2006 AT RECEPTION NO. 521824. 35.TERMS, CONDITIONS AND PROVISIONS OF GRANT OF EASEMENT RECORDED NOVEMBER 03, 2008 AT RECEPTION NO. 553987. 36.TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN RESOLUTION NO. 64 (SERIES 2018) APPROVING TENT STRUCTURES RECORDED APRIL 16, 2018 UNDER RECEPTION NO. 646596. 37.TERMS, CONDITIONS AND PROVISIONS OF NOTICE OF APPROVAL RECORDED DECEMBER 20, 2019 UNDER RECEPTION NO. 661357. 38.TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN RESOLUTION NO. PZ-23-2019 RECORDED DECEMBER 30, 2019 UNDER RECEPTION NO. 661546 AND RE-RECORDED JANUARY 8, 2020 UNDER RECEPTION NO. 661797. 39.TERMS, CONDITIONS, PROVISIONS, BURDENS AND OBLIGATIONS AS SET FORTH IN NOTICE OF APPROVAL RECORDED JANUARY 14, 2021 UNDER RECEPTION NO. 672609 AND RECORDED JUNE 30, 2021 UNDER RECEPTION NO. 678177. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: Q62014635 LAND TITLE GUARANTEE COMPANY DISCLOSURE STATEMENTS Note: Pursuant to CRS 10-11-122, notice is hereby given that: Note: Effective September 1, 1997, CRS 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 of an inch. The clerk and recorder may refuse to record or file any document that does not conform, except that, the requirement for the top margin shall not apply to documents using forms on which space is provided for recording or filing information at the top margin of the document. Note: Colorado Division of Insurance Regulations 8-1-2 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". Provided that Land Title Guarantee Company conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lenders Policy when issued. Note: Affirmative mechanic's lien protection for the Owner may be available (typically by deletion of Exception no. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. The Subject real property may be located in a special taxing district.(A) A certificate of taxes due listing each taxing jurisdiction will be obtained from the county treasurer of the county in which the real property is located or that county treasurer's authorized agent unless the proposed insured provides written instructions to the contrary. (for an Owner's Policy of Title Insurance pertaining to a sale of residential real property). (B) The information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. (C) The land described in Schedule A of this commitment must be a single family residence which includes a condominium or townhouse unit. (A) No labor or materials have been furnished by mechanics or material-men for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. (B) The Company must receive an appropriate affidavit indemnifying the Company against un-filed mechanic's and material-men's liens. (C) The Company must receive payment of the appropriate premium.(D) If there has been construction, improvements or major repairs undertaken on the property to be purchased within six months prior to the Date of Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and or the contractor; payment of the appropriate premium fully executed Indemnity Agreements satisfactory to the company, and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. (E) Note: Pursuant to CRS 10-11-123, notice is hereby given: This notice applies to owner's policy commitments disclosing that a mineral estate has been severed from the surface estate, in Schedule B-2. Note: Pursuant to CRS 10-1-128(6)(a), It is unlawful to knowingly provide false, incomplete, or misleading facts or information to an insurance company for the purpose of defrauding or attempting to defraud the company. Penalties may include imprisonment, fines, denial of insurance, and civil damages. Any insurance company or agent of an insurance company who knowingly provides false, incomplete, or misleading facts or information to a policyholder or claimant for the purpose of defrauding or attempting to defraud the policyholder or claimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado Division of Insurance within the Department of Regulatory Agencies. Note: Pursuant to Colorado Division of Insurance Regulations 8-1-3, notice is hereby given of the availability of a closing protection letter for the lender, purchaser, lessee or seller in connection with this transaction. Note: Pursuant to CRS 10-1-11(4)(a)(1), 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. That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and (A) That such mineral estate may include the right to enter and use the property without the surface owner's permission. (B) JOINT NOTICE OF PRIVACY POLICY OF LAND TITLE GUARANTEE COMPANY, LAND TITLE GUARANTEE COMPANY OF SUMMIT COUNTY LAND TITLE INSURANCE CORPORATION AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY This Statement is provided to you as a customer of Land Title Guarantee Company as agent for Land Title Insurance Corporation and Old Republic National Title Insurance Company. We want you to know that we recognize and respect your privacy expectations and the requirements of federal and state privacy laws. Information security is one of our highest priorities. We recognize that maintaining your trust and confidence is the bedrock of our business. We maintain and regularly review internal and external safeguards against unauthorized access to your non-public personal information ("Personal Information"). In the course of our business, we may collect Personal Information about you from: applications or other forms we receive from you, including communications sent through TMX, our web-based transaction management system; your transactions with, or from the services being performed by us, our affiliates, or others; a consumer reporting agency, if such information is provided to us in connection with your transaction; and The public records maintained by governmental entities that we obtain either directly from those entities, or from our affiliates and non-affiliates. Our policies regarding the protection of the confidentiality and security of your Personal Information are as follows: We restrict access to all Personal Information about you to those employees who need to know that information in order to provide products and services to you. We may share your Personal Information with affiliated contractors or service providers who provide services in the course of our business, but only to the extent necessary for these providers to perform their services and to provide these services to you as may be required by your transaction. We maintain physical, electronic and procedural safeguards that comply with federal standards to protect your Personal Information from unauthorized access or intrusion. Employees who violate our strict policies and procedures regarding privacy are subject to disciplinary action. We regularly assess security standards and procedures to protect against unauthorized access to Personal Information. WE DO NOT DISCLOSE ANY PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT STATED ABOVE OR PERMITTED BY LAW. Consistent with applicable privacy laws, there are some situations in which Personal Information may be disclosed. We may disclose your Personal Information when you direct or give us permission; when we are required by law to do so, for example, if we are served a subpoena; or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. Our policy regarding dispute resolution is as follows: Any controversy or claim arising out of or relating to our privacy policy, or the breach thereof, shall be settled by arbitration in accordance with the rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. Commitment For Title Insurance Issued by Old Republic National Title Insurance Company NOTICE IMPORTANT—READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY’S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. . COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I—Requirements; Schedule B, Part II—Exceptions; and the Commitment Conditions, Old Republic National Title Insurance Company, a Minnesota corporation (the “Company”), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I—Requirements have not been met within 6 months after the Commitment Date, this Commitment terminates and the Company’s liability and obligation end. COMMITMENT CONDITIONS 1. DEFINITIONS 2. If all of the Schedule B, Part I—Requirements have not been met within the time period specified in the Commitment to Issue Policy, Commitment terminates and the Company’s liability and obligation end. 3. The Company’s liability and obligation is limited by and this Commitment is not valid without: 4. COMPANY’S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY i. comply with the Schedule B, Part I—Requirements; ii. eliminate, with the Company’s written consent, any Schedule B, Part II—Exceptions; or iii. acquire the Title or create the Mortgage covered by this Commitment. “Knowledge” or “Known”: Actual or imputed knowledge, but not constructive notice imparted by the Public Records.(a) “Land”: The land described in Schedule A and affixed improvements that by law constitute real property. The term “Land” does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (b) “Mortgage”: A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law.(c) “Policy”: Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (d) “Proposed Insured”: Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment.(e) “Proposed Policy Amount”: Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (f) “Public Records”: Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (g) “Title”: The estate or interest described in Schedule A.(h) the Notice;(a) the Commitment to Issue Policy;(b) the Commitment Conditions;(c) Schedule A;(d) Schedule B, Part I—Requirements; and(e) Schedule B, Part II—Exceptions; and(f) a counter-signature by the Company or its issuing agent that may be in electronic form.(g) The Company’s liability under Commitment Condition 4 is limited to the Proposed Insured’s actual expense incurred in the interval between the Company’s delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured’s good faith reliance to: (a) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (b) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (c) The Company’s liability shall not exceed the lesser of the Proposed Insured’s actual expense incurred in good faith and described in Commitment Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount. (d) The Company shall not be liable for the content of the Transaction Identification Data, if any.(e) 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company’s agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company’s agent for the purpose of providing closing or settlement services. 8. PRO-FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro-forma policy illustrating the coverage that the Company may provide. A pro-forma policy neither reflects the status of Title at the time that the pro-forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9. ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Policy Amount is $2,000,000 or less shall be arbitrated at the option of either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at http://www.alta.org/arbitration. IN WITNESS WHEREOF, Land Title Insurance Corporation has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A to be valid when countersigned by a validating officer or other authorized signatory. Issued by: Land Title Guarantee Company 3033 East First Avenue Suite 600 Denver, Colorado 80206 303-321-1880 Craig B. Rants, Senior Vice President This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Old Republic National Title Insurance 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; and a counter-signature by the Company or its issuing agent that may be in electronic form. 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. In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I—Requirements have been met to the satisfaction of the Company. (f) In any event, the Company’s liability is limited by the terms and provisions of the Policy.(g) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment.(a) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment.(b) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (c) The deletion or modification of any Schedule B, Part II—Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (d) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company.(e) When the Policy is issued, all liability and obligation under this Commitment will end and the Company’s only liability will be under the Policy.(f) Exhibit 6 PRE-APPLICATION CONFERENCE SUMMARY PRE-22-113 PLANNER: Bob Narracci, Bob.Narracci@aspen.gov DATE: October 21, 2022 PROPERTY: Maroon Creek Club Clubhouse, 10 Club Circle REPRESENTATIVE: Chris Bendon, BendonAdams REQUEST: Front Yard Setback Variance DESCRIPTION: The Maroon Creek Club is interested in some interior and exterior changes to the clubhouse. This includes an interior remodel of the clubhouse pro shop and bar spaces, adjustments to windows and doors, updating pedestrian sidewalks, and adjusting entry curb areas. The clubhouse is located on Lot 51 of the Maroon Creek Club Planned Development and is zoned Park (P) with a Planned Development Overlay (Ordinance 40, Series of 1996). The approved Planned Development includes specific dimensions related to the clubhouse. Given the scope of this work, no adjustments to dimensions are anticipated. The interior remodel will not trigger any growth management or housing mitigation requirements, as the space is in (and was approved as) single tenant commercial space. This interior scope of work could proceed directly to building permit if no floor area, net leasable, or exterior changes are incorporated. The exterior changes will require a land use review prior to submission of a building permit. Adjustments to any materials, or the location of windows and doors will require compliance with the Commercial Design Standards. If the proposal meets the requirements of an Insubstantial Amendment (26.412.090.a.3), these changes can be reviewed administratively. Based on staff’s understanding of the scope of work, the proposal would not be considered an “eligible” item, as the adjustments will change the appearance of the building and will alter more than two elements of a street-facing façade. A final determination on applicability will be made when the application is submitted. At this time, the pre-application is written as a substantial amendment that requires review by the Planning and Zoning Commission. Other exterior changes include adjustment to the entry area and sidewalks. These are site features that are also addressed in the Commercial Design Standards and will be addressed as part of that review. The Maroon Creek Club does not have an identified Character Area in the Commercial Design Standards. However, the Community Development Department is required to identify the applicable Character Area for any project that s subject to Commercial Design Review. Based on the location and characteristics of the overall neighborhood, the Maroon Creek Club will be reviewed against the criteria applicable to the Neighborhood Mixed Use Character Area. Given the scope of work, responses to the Commercial Design Standard criteria should focus on those related to materials, Exhibit 7 lighting, service and mechanical areas, pedestrian access, and remodels. Pedestrian Amenity requirements do not apply because the property is not located in the applicable zone district. Because of the existing Planned Development designation, these changes will also require a Planned Development Amendment. Based on staff’s understanding of the scope of work, this is considered an Insubstantial Amendment that can be reviewed administratively. However, to expedite the review, this could be combined with other reviews that require review by the Planning and Zoning Commission. Below are links to the Land Use Application form and Land Use Code for your convenience: Land Use Application Land Use Code Land Use Code Section(s) 26.304 Common Development Review Procedures 26.412.020 Commercial Design Review, Applicability 26.412.060 Commercial Design Review, Review Criteria 26.412.090 Commercial Design Review, Amendments 26.445.110 Planned Development, Amendments 26.575.020 Calculations and Measurements 26.710.240 Park (P) Zone District Review by: Staff for completeness and recommendations Engineering and Parks for recommendations and review against standards Public Hearing: Yes Planning Fees: $1,950 for Planning Review (6 Deposit Hours) (Additional/ lesser hours will be billed/ refunded at a rate of $325 per hour.) Referral Agency Fees: $325 City Engineer (1 Deposit Hour) (Additional/ lesser hours will be billed/ refunded at a rate of $325 per hour.) $975 Parks Department, flat fee Total fee deposit: $3,250 To apply, email the following information in a single pdf to Bob Narracci, (Bob.Narracci@aspen.gov)  Completed Land Use Application.  An 8 1/2” x 11” vicinity map locating the subject parcel within the City of Aspen.  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.  A site improvement survey (no older than a year from submittal) including topography and vegetation and the high-water line and 100 year flood plain (flood hazard area) showing the current status of the parcel certified by a registered land surveyor by licensed in the State of Colorado.  HOA Compliance form.  Complete responses to all Review Criteria sufficient to analyze and determine that review criteria are met  Visual images, drawings, etc that illustrate the existing and proposed development, sufficient to analyze and determine that review criteria are met  Site plan and layout sufficient to analyze and determine that review criteria are met  Written Project Summary 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. Maroon Creek Club – Vicinity Map Exhibit 8 POND POND PVC (TYP.) 7874.19' P E D E S T R I A N P A T H - A S P H A L T N 47 ° 3 0 ' 0 0 " E 2 2 9 . 5 4 ' EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX - U E EX-U E E X - U E E X - U E E X - U E E X - U E E X - U E EX-UE EX - U E EX - U E EX - U E EX - U E EX - U E EX-UE EX-UE EX-U E E X - U E EX - U E EX - U E EX - U E EX - U E EX - U E E X - U E E X - U E E X - U E E X - U E EX - U E EX-UE EX-UE PVC (TYP.) 7873.52' ST O N E P A T I O LOT 51 10.876 AC. ± 10 CLUB CIRCLE L4 X X X X X X X X X X X X X X X X X X XXX X D D DD D D D D D D D D POO L VA U L T POO L D R A I N ( N O T L O C A T E D B U T S H O W N P E R P L A N ) P O O L D R A I N A3 - 6" DRAIN RIM:7863.16' 6" II SE:7860.34' 6" IO NW:7860.20' 4" II SW:7861.14' SUMP: 7859.59' 4" PV C 1.91% 78 6 5 . 2 7 ' 786 5 . 1 4 ' 7865.3 4 ' JB JUNCTION BOX A3.1 - 6" DRAIN RIM:7863.12' 4" II SW:7861.52' 4" IO NE:7861.52' A3.2 - 6" DRAIN RIM:7863.16' 4" IO NE:7861.74' SUMP: 7861.23' 4" P V C 6. 0 2 % A5 - 15" DRAIN RIM:7862.37' 6" II NW:7861.07' 6" IO SW:7861.09' SUMP:7860.48' 7863.49'7863 . 6 6 ' 78 6 3 . 2 7 ' 78 6 3 . 2 1 ' 78 6 3 . 5 6 ' 78 6 3 . 8 4 ' 78 6 3 . 9 2 ' 78 6 3 . 7 1 ' 78 6 3 . 4 2 ' 78 6 3 . 6 1 ' A6 - 10" DRAIN RIM:7863.12' 6" IO NE:7862.22' SUMP:7861.66' 6" P V C 5.8 % 6 " P V C 0 . 9 % 78 6 3 . 1 4 ' 78 6 3 . 2 0 ' 786 3 . 2 2 ' 7863 . 1 9 ' 7863 . 2 1 ' 786 3 . 1 9 ' 7863 . 2 6 ' 7863 . 2 8 ' 786 3 . 2 6 ' 7863 . 2 8 ' 7 8 6 3 . 3 0 ' 7 8 6 3 . 2 9 ' C5 -15" DRAIN RIM:7863.22' 6"IO NW:7861.42' SUMP:7860.82' 7 8 6 3 . 3 0 ' 7 8 6 3 . 3 1 ' 7 8 6 3 . 2 9 ' 7863 . 3 1 ' 7 8 6 3 . 3 2 ' 7 8 6 3 . 3 7 ' 7 8 6 3 . 3 9 ' 7 8 6 3 . 3 7 ' 7 8 6 3 . 3 4 ' 7 8 6 3 . 3 2 ' 7 8 6 3 . 3 1 ' 7 8 6 3 . 3 3 ' C4 - 8" DRAIN RIM:7863.33' 6"II SE:7860.71' 6"IO NW:7860.69' SUMP:7860.13' C3 - 8" DRAIN RIM:7863.39' 6" II SE:7860.58' 6" IO NE:7860.58' SUMP:7859.98' 6" PVC 0.8% 6 " P V C 0. 6 % 7 8 6 3 . 3 8 ' 7868.58' STE P S X 4 7868.61' 7866.27' 78 6 6 . 3 0 ' STEP S X 6 7866.25' 7866.21' 786 4 . 5 5 ' 7864.54' 78 6 3 . 4 0 ' 78 6 3 . 3 6 ' 7863.91' 7863.47' 7864.00' 7864.10' 7864.30' RA M P 7864.48' 7 8 6 4 . 9 3 ' 7 8 6 5 . 1 7 ' 7865. 1 8 ' STEPS X 3 786 3 . 8 4 ' 786 3 . 7 9 ' 786 3 . 9 1 ' 78 6 5 . 2 8 ' F F : 7 8 6 5 . 2 7 ' 786 5 . 0 2 ' 7864 . 9 0 ' 7864. 3 6 ' 786 4 . 2 3 ' 786 4 . 0 3 ' 7864.4 8 ' 78 6 3 . 7 6 ' ELECTRIC LID: 7863.90' 78 6 3 . 8 5 ' 78 6 3 . 9 2 ' D10 - CLEANOUT WITH 2" PVC RISER:7863.91' F F : 7 8 6 3 . 8 2 ' S U B F L O O R 78 6 3 . 9 2 ' D8 - CLEANOUT WITH 2" PVC RISER:7863.85' 78 6 3 . 6 0 ' 78 6 3 . 3 0 ' EELECTRIC STUBS X 10 7 8 6 3 . 5 9 ' 7 8 6 3 . 5 9 ' 7 8 6 3 . 5 9 ' 7 8 6 3 . 5 6 ' BR I D G E 7863.59' 7863.58'7863.57' 7863.58' 78 6 3 . 6 0 ' 7863.59' 786 3 . 6 0 ' 786 3 . 5 7 ' 7 8 6 3 . 5 9 ' 7 8 6 3 . 5 9 ' 7 8 6 3 . 6 0 ' 7 8 6 3 . 6 0 ' 7 8 6 3 . 5 8 ' 7 8 6 3 . 5 9 ' 78 6 3 . 6 0 ' 7 8 6 3 . 5 9 ' 7863.58' 786 3 . 5 9 ' 7863.58' 786 3 . 5 9 ' 7863.60' 7863.5 9 ' 7 8 6 3 . 6 0 ' 7 8 6 3 . 6 2 ' 786 3 . 6 0 ' 786 3 . 5 9 ' 786 3 . 5 9 ' 786 3 . 5 9 ' 786 3 . 5 9 ' 786 3 . 6 0 ' 786 3 . 6 0 ' 7863.61' 7863.62' 7863.62' 786 3 . 6 0 ' 786 3 . 6 1 ' 7 8 6 3 . 6 2 ' 78 6 3 . 6 0 ' 786 3 . 6 1 ' 786 3 . 6 1 ' 786 3 . 6 1 ' 786 3 . 6 2 ' 786 3 . 6 1 ' 786 3 . 6 0 ' 786 3 . 6 0 ' 786 3 . 6 0 ' 786 3 . 6 1 ' 7863.62' 7 8 6 3 . 6 2 ' 7 8 6 3 . 6 2 ' 78 6 3 . 6 2 ' 78 6 3 . 6 1 ' 78 6 3 . 6 0 ' 78 6 3 . 6 0 ' 78 6 3 . 6 0 ' 7863.6 0 ' 7863.6 0 ' 7 8 6 3 . 6 0 ' 7863 . 6 1 ' 7863.5 9 ' 7 8 6 3 . 5 9 ' 7 8 6 3 . 5 9 ' 78 6 3 . 6 2 ' 7863 . 6 1 ' 7863.59' 7863.59' 786 3 . 5 9 ' 7863.59 ' 786 3 . 5 8 ' 786 3 . 5 5 ' 7863.4 7 ' 786 3 . 4 7 ' 7863.48' 7863.49' 7863.50' 7 8 6 3 . 4 8 ' 7 8 6 3 . 4 4 ' 7 8 6 3 . 4 4 ' 7 8 6 3 . 4 5 ' 7 8 6 3 . 5 0 ' 7 8 6 3 . 5 9 ' C1 - 8" DRAIN RIM:7863.40' 6" II SW:7860.08' 6" IO NE:7860.08' SUMP:7859.54' 6" P V C 1.2 % LOW SPOT IN POOL:7858.47' 78 6 3 . 5 0 ' 78 6 3 . 3 8 ' 78 6 3 . 5 2 ' 7863.4 3 ' 7863.43' 7863.48'7863.48'7 8 6 3 . 4 7 ' 7 8 6 3 . 4 5 ' 7863 . 4 4 ' 7 8 6 3 . 4 4 ' F F POOL FILTER (TYPICAL) 78 6 3 . 7 0 ' 78 6 3 . 5 8 ' CONCRETE AREA CONCRETE AREA 7 8 6 3 . 8 4 ' S T E P S X 4 7865.15 ' 786 3 . 3 8 ' 7865.3 5 ' 7865. 2 9 7 ' EXISTING STEPS 786 3 . 4 6 ' 7 8 6 3 . 4 4 ' 78 6 3 . 3 8 ' 78 6 3 . 3 7 ' 78 6 3 . 3 6 ' 78 6 3 . 3 1 ' 78 6 3 . 2 1 ' 78 6 2 . 9 7 ' 78 6 2 . 8 3 ' 78 6 2 . 7 5 ' 78 6 2 . 6 9 ' 78 6 2 . 6 9 ' T I E I N 7 8 6 2 . 6 0 ' 7862.78' 7862.89' 7863.01' 7863.13' 7863 . 3 5 ' 7863 . 4 3 ' 786 3 . 5 1 ' FENCE 786 3 . 4 3 ' 786 3 . 2 9 ' 7863.24' 7 8 6 3 . 2 2 ' 78 6 3 . 2 2 ' 7 8 6 3 . 2 3 ' 7 8 6 3 . 2 2 ' 7863. 2 2 ' 78 6 3 . 2 6 ' 6" TRENCH DRAIN 0.5% D2 - RIM:7863.29 FLOW:7862.70' RIM:7863.23 FLOW:7862.88' 7 8 6 3 . 3 9 ' 7863 . 3 2 ' 78 6 3 . 3 2 ' 7863.4 9 ' 7863.5 5 ' 7863.5 8 ' EELECTRIC STUB EELECTRIC STUBS X 2 EELECTRIC STUBS X 15 78 6 3 . 3 2 ' F F FF 78 6 3 . 4 7 ' 78 6 3 . 5 1 ' 78 6 3 . 5 7 ' 78 6 3 . 5 6 ' 4" PVC 4" 1 % 4" P V C 1 % 4 " P V C 1 % 4" PVC 1% 4" P V C 1% 6 " P V C 1 % DRYWELL A - 72" CONCRETE DRYWELL WITH 24" GRATED INLET RIM:7862.49' 6" II S: 7659.47' 4" II SE:7859.42' 8" II NE:7859.40' BOTTOM CHAMBER:7854.69 SUMP:7848.49' 4 " P V C 1 . 5 % 4" DRAIN RIM:7863.41' 4" IO NW:7860.21' F POOL FILTER (TYPICAL) 8" PVC 1% DRYWELL B 72" RIM:7862.50' POOL DRAIN: 7855.72' BOTTOM CHAMBER:7854.43' SUMP:7847.32' 78 6 3 . 6 2 ' 78 6 3 . 6 2 ' 7 8 6 3 . 6 2 ' 7 8 6 3 . 6 2 ' 7 8 6 3 . 6 2 ' 7 8 6 3 . 6 2 ' 7 8 6 3 . 6 0 ' 786 3 . 6 3 ' 786 3 . 6 4 ' 7863.61'78 6 3 . 6 2 ' 7863 . 6 1 ' 7863.62' 7863.62' 7 8 6 3 . 6 1 ' 7 8 6 3 . 6 2 ' 7 8 6 3 . 6 2 ' 7 8 6 3 . 6 2 ' POOL SPA 7863.61' 7863.60' 7863.59' 7863.60' 7863.60' F F F F 6 " P V C 1 . 4 % 8" P V C 1.18 % 8" PVC 0.0% ASPEN TREES TO BE PLANTED X 3 CRABAPPLE TREE TO BE PLANTED ASPEN TREES TO BE PLANTED X 3 BLUE SPRUCE TREES TO BE PLANTED X 2 BLUE SPRUCE TREES TO BE PLANTED X 5 ASPEN TREES TO BE PLANTED X 2 ASPEN TREE TO BE PLANTED BLUE SPRUCE TREE TO BE PLANTED ASPEN TREES TO BE PLANTED X 3 ASPEN TREES TO BE PLANTED X 2 FREEMAN MAPLE TREE TO BE PLANTED N 4 2 ° 3 0 ' 0 0 " W 6 7 0 . 6 8 ' #5 REBAR & CAP L.S.#20133 FOUND TBM EL=7864.62' FLO W L I N E HANDRAILS HANDRAILS HANDRAILS HANDRAILS HANDRAILSCONCRETE SLIDE PADS CONCRETE SLIDE PADS ROOF DRAIN ROOF DRAIN ROOF DRAIN DITCH POND POND 7 8 6 1 . 2 2 7 8 6 1 . 0 0 ' 7 8 6 1 . 5 4 ' 7 8 6 1 . 6 0 ' 7 8 6 6 . 0 4 ' 786 5 . 7 5 ' 7 8 6 6 . 1 8 ' 7 8 6 9 . 8 0 ' 7868.14' 7 8 6 9 . 5 9 ' 7 8 6 6 . 1 7 ' ROOF DRAIN GAS REGULATOR GASLINE & ELECTRIC PER ENGINEERING PLANS 2. 0 0 % 0.05%5.40% 0.01% B A S I S O F B E A R I N G S C1 L1 L2 L3L4 L 5 L6 L7 L 8 L9 L10 L11 L12 L13 L1 4 L 1 5 L 1 6 L17 C 2 L 1 8 LOT 51 10.876 AC. ± 10 CLUB CIRCLE #5 REBAR & CAP L.S.#20133 FOUND #5 REBAR & CAP L.S.#20133 FOUND LOT 52 SEE DETAIL PAGE 2 SEE DETAIL PAGE 1 LINE TABLE LINE # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 BEARING N00°57'23"E N90°00'00"E S45°00'00"E N47°30'00"E N42°30'00"W N90°00'00"E N00°00'00"E S55°44'00"E S64°10'00"E S73°03'00"E S78°44'00"E S75°47'00"E S69°14'00"E S59°14'00"E S48°35'00"E S10°26'00"E S87°11'08"E N43°02'12"W DISTANCE 264.88' 203.40' 227.79' 229.54' 670.68' 349.77' 297.00' 75.14' 79.10' 50.29' 203.36' 94.37' 39.52' 131.07' 15.27' 26.19' 27.79' 62.35' CURVE TABLE CURVE # C1 C2 ARC LENGTH 222.60' 15.17' RADIUS 320.00' 170.00' DELTA ANGLE 39°51'25" 5°06'46" CHORD BEARING S20°53'05"W N45°35'35"W CHORD LENGTH 218.14' 15.16' NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. ByNO.Date Project NO.RevisionDrawn By: Checked By: Date: Computer File: P.O. Box 1746 Rifle, CO 81650 Phone (970) 625-1954 Fax (970) 579-7150 www.peaksurveyinginc.com S NW E P e a k Su r v ey i ng, Inc. Si nc e 2 0 0 7 19064 1 OF 2 MAROON CREEK, LLC. CITY OF ASPEN, COLORADO PARTIAL EX. COND. SURVEY LOT 51, MAROON CREEK CLUB 10 CLUB CIRCLE JG JRN OCTOBER 24, 2022 064-AS-BUILT PARTIAL EXISTING CONDITIONS SURVEY LOT 51, MAROON CREEK CLUB ACCORDING TO THE FINAL PLAT RECORDED NOVEMBER 15, 1993 IN PLAT BOOK 33 AT PAGE 4 CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO NOTES: 1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDING SETBACKS AND EASEMENTS OF RECORD, OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE COMMITMENT PREPARED BY LAND TITLE GUARANTEE COMPANY, ORDER NO. ABS62010825, DATED EFFECTIVE NOVEMBER 01, 2019 2) THE DATE OF THIS SURVEY WAS MARCH 10, APRIL 6, MAY 10, AND OCTOBER 18, 2022. 3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S38°46'03"E BETWEEN THE NORTHERLY ANGLE POINT OF LOT 51, A #5 REBAR AND CAP L.S. #20133 FOUND IN PLACE AND THE SOUTHERLY ANGLE POINT OF LOT 51, A #5 REBAR AND CAP L.S. #20133 FOUND IN PLACE. 4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET. 5) THIS SURVEY IS BASED ON THE MAROON CREEK CLUB P.U.D. FINAL PLAT RECORDED NOVEMBER 15, 1993 IN PLAT BOOK 33 AND PAGE 4 AND THE PARTIALLY CORRECTED PLAT RECORDED SEPTEMBER 27, 1996 IN PLAT BOOK 34 AT PAGE 23 IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE. 6) ELEVATIONS ARE BASED ON A GPS OBSERVATION UTILIZING THE WESTERN COLORADO RTVRN GPS NETWORK (1988 ORTHO DATUM) YIELDING AN ON-SITE ELEVATION OF 7864.62' ON THE SOUTHERLY ANGLE POINT OF LOT 51 AS SHOWN. CONTOUR INTERVAL EQUALS 1 FOOT. 7) THIS PROPERTY IS SUBJECT TO MATTERS DESCRIBED IN RECEPTION NO. 646596. 8) ACCORDING TO THE CITY OF ASPEN WEBSITE THIS PROPERTY IS ZONED PD. BUILDING SETBACKS WILL NEED TO BE VERIFIED WITH COMMUNITY DEVELOPMENT PRIOR TO ANY PLANNING, DESIGN OR CONSTRUCTION. N E S W 0 30 60 90 120 150 180 210 240 270 300 330 P e a k S u r v e y i n g , I n c . 0200 200 400 800100 SUBJECT PROPERTY VICINITY MAP SCALE: 1" = 2000' 010 10 20 405 COL O R A D O L I CE N S E D P R O F E SSIONAL L A N D S U RVEYOR JAS O N R . NE I L 37935 SURVEYOR'S STATEMENT: I, JASON R. NEIL, HEREBY CERTIFY TO MAROON CREEK, LLC., THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO; THAT THIS LAND SURVEY PLAT IS TRUE, CORRECT AND COMPLETE BASED ON MY KNOWLEDGE, INFORMATION AND BELIEF AS LAID OUT AND SHOWN HEREON; THAT THIS LAND SURVEY PLAT IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED, THAT THIS LAND SURVEY PLAT WAS MADE BY ME FROM AN ACCURATE SURVEY OF THE REAL PROPERTY PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION ON MARCH 10, APRIL 6, MAY 10, AND OCTOBER 18, 2022. DATED: OCTOBER 24, 2022 BY:___________________________________ JASON R. NEIL, P.L.S. NO. 37935 FOR AND ON BEHALF OF PEAK SURVEYING, INC. Exhibit 9 S 4 5 ° 0 0 ' 0 0 " E 2 2 7 . 7 9 ' N 90°00'00" E 203.40' N 0 0 ° 5 7 ' 2 3 " E 2 6 4 . 8 8 ' C3 N 4 3 ° 0 2 ' 1 2 " W 6 2 . 3 5 ' C4 S 87°11'08" E 27.79' S 1 0 ° 2 6 ' 0 0 " E 2 6 . 1 9 ' S 4 8 ° 3 5 ' 0 0 " E 1 5 . 2 7 ' C1 L1 L2 L 3 L 1 5 L 1 6 L17 C 2 L 1 8 POND MAPLE TREE (TYP.) 6"X20' BOULDER (TYP.) BOULDER RETAINING WALL BOULDER RETAINING WALL ST A G E R O A D AS P H A L T CONCRETE CART PATH STORM GRATE CONCRETE PATIO ASPHALT CONCRETE CURB & GUTTER PINE TREE (TYP.) DECIDUOUS TREE (TYP.) ASPEN (TYP.) COTTONWOOD (TYP.) ASPHALT CART PATH FLAGSTONE PATIO SS DYH WV FIRE HYDRANT SEWER MANHOLE WATER VALVE STONE BORDER (TYP.) COLUMN (TYP.) DRIVING RANGE GOLF COURSE PARCEL-A ASPHALT CART PATH FLOWLINE CONCRETE CART PATH STAGE ROAD R.O.W. STAGE ROAD R.O.W. CONCRETE CURB & GUTTER PINE TREE (TYP.)STONE BORDER (TYP.) IVB IVB IVB IVB IVB IVBIVBIVB IVB IVB IVB IVB IVB IVB IVBIVB D WV WATER VALVE IVB IVB IVB IVB IVB IVB IVB IVB IVB IVB IVB IVB CONCRETE PATIO STONE WALL (TYP.) STEPS (TYP.)IRRIGATION CONTROL BOX (TYP.)PUTTING GREEN IVB IVB IVB IVB IVB PARKING SPOT (TYP.) HANDICAP PARKING (TYP.) ELECTRICAL OUTLET (TYP.) LIGHT (TYP.) STONE SIGN STORM DRAIN MANHOLE RIM=7857.20' WATER SPIGOT (TYP.) D D D D D IRRIGATION CONTROL BOX (TYP.) X X X X DSTORM DRAIN MANHOLE DSTORM DRAIN MANHOLE D D IVB BRIDGE FLAGSTONE STEPS EDGE OF ROUGH ST A G E R O A D AS P H A L T FF=7865.54' RIDGE= 7896.02' RIDGE= 7889.24' RIDGE= 7889.23' FF=7865.52' RIDGE= 7895.97' RIDGE= 7895.47'RIDGE= 7895.63' FF=7865.48' RIDGE= 7881.76' RIDGE= 7891.72' WV DRAIN RIM=7865.21'DRAIN RIM= 7865.22' INV= 7863.85'DRAIN RIM= 7865.22' INV= 7863.75' DRAIN RIM=7865.33' DRAIN RIM=7865.35' INV=7863.59' DRAIN RIM=7865.23' INV=7864.24' IVB IVB IVB S S IVB IVB IVB IVB IVB IVB IVB DRAIN RIM=7865.27' INV=7864.00' PLANTER AT TURF SEWER MANHOLE RIM=7857.20' SEWER MANHOLE RIM=7856.25' 78 6 0 7 8 6 5 78 6 0 7 8 6 0 7865 7 8 5 5 785 0 7 8 5 5 785 0 7 8 5 5 78 6 0 7860 LIGHT POST (TYP.) HANDICAP RAMP (TYP.) 785 0 RAMP TO BASEMENT STORAGE 7 8 6 0 78 5 5 B A S I S O F B E A R I N G S C1 L1 L2 L3L4 L 5 L6 L7 L 8 L9 L10 L11 L12 L13 L1 4 L 1 5 L 1 6 L17 C 2 L 1 8 LOT 51 10.876 AC. ± 10 CLUB CIRCLE #5 REBAR & CAP L.S.#20133 FOUND #5 REBAR & CAP L.S.#20133 FOUND LOT 52 SEE DETAIL PAGE 2 SEE DETAIL PAGE 1 LINE TABLE LINE # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 BEARING N00°57'23"E N90°00'00"E S45°00'00"E N47°30'00"E N42°30'00"W N90°00'00"E N00°00'00"E S55°44'00"E S64°10'00"E S73°03'00"E S78°44'00"E S75°47'00"E S69°14'00"E S59°14'00"E S48°35'00"E S10°26'00"E S87°11'08"E N43°02'12"W DISTANCE 264.88' 203.40' 227.79' 229.54' 670.68' 349.77' 297.00' 75.14' 79.10' 50.29' 203.36' 94.37' 39.52' 131.07' 15.27' 26.19' 27.79' 62.35' CURVE TABLE CURVE # C1 C2 ARC LENGTH 222.60' 15.17' RADIUS 320.00' 170.00' DELTA ANGLE 39°51'25" 5°06'46" CHORD BEARING S20°53'05"W N45°35'35"W CHORD LENGTH 218.14' 15.16' NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. ByNO.Date Project NO.RevisionDrawn By: Checked By: Date: Computer File: P.O. Box 1746 Rifle, CO 81650 Phone (970) 625-1954 Fax (970) 579-7150 www.peaksurveyinginc.com S NW E P e a k Su r v ey i ng, Inc. Sinc e 2 0 0 7 19064 2 OF 2 MAROON CREEK, LLC. CITY OF ASPEN, COLORADO PARTIAL EX. COND. SURVEY LOT 51, MAROON CREEK CLUB 10 CLUB CIRCLE JG JRN OCTOBER 24, 2022 064-AS-BUILT PARTIAL EXISTING CONDITIONS SURVEY LOT 51, MAROON CREEK CLUB ACCORDING TO THE FINAL PLAT RECORDED NOVEMBER 15, 1993 IN PLAT BOOK 33 AT PAGE 4 CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO N E S W 0 30 60 90 120 150 180 210 240 270 300 330 P e a k S u r v e y i n g , I n c . 0200 200 400 800100 SUBJECT PROPERTY VICINITY MAP SCALE: 1" = 2000' 030 30 60 12015 COL O R A D O L I CE N S E D P R O F E SSIONAL L A N D S U RVEYOR JAS O N R . NE I L 37935 10/24/22 COURT SIDEWALKS TO BE WIDENED TO 5'-0", TYP. COURT SIDEWALKS TO BE WIDENED TO 5'-0", TYP. COURT SIDEWALKS TO BE WIDENED TO 5'-0", TYP. DRIVING RANGE HARDSCAPE TO BE REPLACED GOLF CART PARKING HARDSCAPE TO BE REPLACED ENTRY HARDSCAPE TO BE RECONFIGURED STAGE ROAD COURT SIDEWALKS TO BE WIDENED TO 5'-0", TYP. AREAS OF FUTURE SOLAR PANEL SYSTEMS. SOLAR ARRAYS MAY BE IMPLEMENTED IN PHASES. COURT SIDEWALKS TO BE WIDENED TO 5'-0", TYP. REPLICATE LAP POOL HARDSCAPE WITH SIMILAR MATERIALS Consultant ARCHITECTURE PLANNING+ ( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0 6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1 SHEET TITLE BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. c 2019 PROJECT NO: Issue: SCALE:NOT FOR CONSTRUCTIONDESIGN INTENT ONLY11 / 7 / 2 0 2 2 1 0 : 1 6 : 3 0 A M MAROON CREEK CLUB - PHASE 2 10 CLUB CIRCLE, ASPEN, CO 81611 A001 SITE PLAN 22229.00 SCALE 1/32" = 1'-0"1 ARCHITECTURAL SITE PLAN Exhibit 10 UP POOL LOUNGE DINING ROOM BAR PROSHOP LOUNGE Consultant ARCHITECTURE PLANNING+ ( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0 6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1 SHEET TITLE BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. c 2019 PROJECT NO: Issue:NOT FOR CONSTRUCTIONDESIGN INTENT ONLY10 / 3 1 / 2 0 2 2 9 : 0 8 : 2 1 A M MAROON CREEK CLUB - PHASE 2 10 CLUB CIRCLE, ASPEN, CO 81611 A101 EXISTING FLOOR PLAN 22229.00 SCALE 1/16" = 1'-0"1 EXISTING FLOOR PLAN UP DEMO PORTION OF WALLS FOR NEW WINDOWS DEMO WALLS AND DOORS FOR NEW WORK, TYP. DEMO WALLS, DOORS, WINDOWS AND CASEWORK FOR NEW WORK, TYP. DEMO FIREPLACE FOR NEW WORK, TYP. DEMO WALLS, DOORS AND WINDOWS FOR NEW WORK, TYP. DEMO STRUCTURAL AND DECORATIVE COLUMNS FOR NEW WORK, TYP. NOT IN SCOPE DEMO STAIRS AND RAILS FOR NEW WORK, TYP. DEMO CURBS, RAMP AND DRIVEWAY FOR NEW WORK, TYP. DEMO PORTION OF WALLS FOR NEW WINDOWS DEMO WOOD WINDOWS FOR NEW WINDOWS Consultant ARCHITECTURE PLANNING+ ( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0 6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1 SHEET TITLE BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. c 2019 PROJECT NO: Issue:NOT FOR CONSTRUCTIONDESIGN INTENT ONLY10 / 3 1 / 2 0 2 2 9 : 0 8 : 2 7 A M MAROON CREEK CLUB - PHASE 2 10 CLUB CIRCLE, ASPEN, CO 81611 A102 DEMOLITION FLOOR PLAN 22229.00 SCALE 1/16" = 1'-0"1 DEMOLITION FLOOR PLAN LOUNGE BAR PROSHOP NOT IN SCOPE DINING SIDEWALK INFILL AND NEW CURB. NEW SNOWMELT AREA PER LANDSCAPE DRAWINGS. NEW WINDOWNEW WINDOWNEW WINDOWNEW WINDOW NEW WINDOWNEW WINDOW Consultant ARCHITECTURE PLANNING+ ( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0 6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1 SHEET TITLE BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. c 2019 PROJECT NO: Issue:NOT FOR CONSTRUCTIONDESIGN INTENT ONLY10 / 3 1 / 2 0 2 2 9 : 0 8 : 2 9 A M MAROON CREEK CLUB - PHASE 2 10 CLUB CIRCLE, ASPEN, CO 81611 A103 PROPOSED FLOOR PLAN 22229.00 SCALE 1/16" = 1'-0"1 PROPOSED FLOOR PLAN Consultant ARCHITECTURE PLANNING+ ( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0 6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1 SHEET TITLE BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. c 2019 PROJECT NO: Issue:NOT FOR CONSTRUCTIONDESIGN INTENT ONLY10 / 3 1 / 2 0 2 2 9 : 0 8 : 4 3 A M MAROON CREEK CLUB - PHASE 2 10 CLUB CIRCLE, ASPEN, CO 81611 A201 EXISTING EXTERIOR ELEVATIONS -ENTRY 22229.00 SCALE 1/4" = 1'-0"1 EXISTING ELEVATION - PROSHOP SCALE 1/4" = 1'-0"3 EXISTING ELEVATION - CLUBHOUSE SCALE2EXISTING PERSPECTIVE - PROSHOP SCALE4EXISTING PERSPECTIVE - CLUBHOUSE Consultant ARCHITECTURE PLANNING+ ( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0 6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1 SHEET TITLE BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. c 2019 PROJECT NO: Issue: SCALE: 10 / 3 1 / 2 0 2 2 9 : 0 8 : 5 5 A M MAROON CREEK CLUB - PHASE 2 10 CLUB CIRCLE, ASPEN, CO 81611 A202 EXISTING EXTERIOR ELEVATIONS -BAR 22229.00 SCALE4EXISTING PERSPECTIVE - BAR SOUTH SCALE 1/4" = 1'-0"3 EXISTING ELEVATION - BAR SOUTH SCALE 1/4" = 1'-0"1 EXISTING ELEVATION - BAR NORTH SCALE2EXISTING PERSPECTIVE - BAR NORTH DEMO STONE, STUD WALL, AND WINDOWS AS REQ'D FOR NEW WORK DEMO WINDOWS AND DOORS AS REQ'D FOR NEW WORK Consultant ARCHITECTURE PLANNING+ ( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0 6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1 SHEET TITLE BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. c 2019 PROJECT NO: Issue:NOT FOR CONSTRUCTIONDESIGN INTENT ONLY10 / 3 1 / 2 0 2 2 9 : 0 9 : 0 8 A M MAROON CREEK CLUB - PHASE 2 10 CLUB CIRCLE, ASPEN, CO 81611 A203 DEMOLITION EXTERIOR ELEVATIONS -ENTRY 22229.00 SCALE 1/4" = 1'-0"1 DEMOLITION ELEVATION - PROSHOP DEMO STOCNE, STUD WALL, AND WINDOWS AS REQ'D FOR NEW WORK SCALE 1/4" = 1'-0"3 DEMOLITION ELEVATION - CLUBHOUSE SCALE2DEMOLITION PERSPECTIVE - PROSHOP SCALE4DEMOLITION PERSPECTIVE - CLUBHOUSE DEMO WINDOWS AND DOORS AS REQ'D FOR NEW WORK DEMO WALLS AND WINDOWS AS REQ'D FOR NEW DOORS DEMO WINDOW AS REQ'D FOR NEW DOORS Consultant ARCHITECTURE PLANNING+ ( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0 6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1 SHEET TITLE BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. c 2019 PROJECT NO: Issue: SCALE: 10 / 3 1 / 2 0 2 2 9 : 0 9 : 1 7 A M MAROON CREEK CLUB - PHASE 2 10 CLUB CIRCLE, ASPEN, CO 81611 A204 DEMOLITION EXTERIOR ELEVATIONS -BAR 22229.00 SCALE 1/4" = 1'-0"3 DEMOLITION ELEVATION - BAR SOUTH SCALE4DEMOLITION PERSPECTIVE - BAR SOUTH DEMO WALLS AND WINDOWS AS REQ'D FOR NEW DOORS SCALE2DEMOLITION PERSPECTIVE - BAR NORTH SCALE 1/4" = 1'-0"1 DEMOLITION ELEVATION - BAR NORTH DEMO WINDOW AS REQ'D FOR NEW DOORS DARK METAL WINDOWS AND DOORS TO MATCH EXISTING DARK METAL WINDOWS AND DOORS TO MATCH EXISTING Consultant ARCHITECTURE PLANNING+ ( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0 6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1 SHEET TITLE BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. c 2019 PROJECT NO: Issue:NOT FOR CONSTRUCTIONDESIGN INTENT ONLY10 / 3 1 / 2 0 2 2 9 : 0 9 : 3 0 A M MAROON CREEK CLUB - PHASE 2 10 CLUB CIRCLE, ASPEN, CO 81611 A205 PROPOSED EXTERIOR ELEVATIONS -ENTRY 22229.00 SCALE 1/4" = 1'-0"1 PROPOSED ELEVATION - PROSHOP SCALE2PROPOSED PERSPECTIVE - PROSHOP DARK METAL WINDOWS AND DOORS TO MATCH EXISTING SCALE 1/4" = 1'-0"3 PROPOSED ELEVATION - CLUBHOUSE SCALE4PROPOSED PERSPECTIVE - CLUBHOUSE DARK METAL WINDOWS AND DOORS TO MATCH EXISTING NEW STUD INFILL WALL AND HORIZONTAL WOOD SIDING TO MATCH EXISTINGDARK METAL WINDOWS AND DOORS TO MATCH EXISTING Consultant ARCHITECTURE PLANNING+ ( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0 6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1 SHEET TITLE BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. c 2019 PROJECT NO: Issue: SCALE: 10 / 3 1 / 2 0 2 2 9 : 0 9 : 5 1 A M MAROON CREEK CLUB - PHASE 2 10 CLUB CIRCLE, ASPEN, CO 81611 A206 PROPOSED EXTERIOR ELEVATIONS -BAR 22229.00 SCALE 1/4" = 1'-0"1 PROPOSED ELEVATION - BAR NORTH SCALE 1/4" = 1'-0"3 PROPOSED ELEVATION - BAR SOUTH DARK METAL WINDOWS AND DOORS TO MATCH EXISTING SCALE4PROPOSED PERSPECTIVE - BAR SOUTH SCALE2PROPOSED PERSPECTIVE - BAR NORTH NEW STUD INFILL WALL AND HORIZONTAL WOOD SIDING TO MATCH EXISTING ENTRY LEVEL 100'-0" 12 13 17 18 22 23 27 28 15'-3" (FIELD VERIFY)15'-3" (FIELD VERIFY)15'-3" (FIELD VERIFY)15'-3" (FIELD VERIFY) 10 ' - 4 1 / 2 " ( F I E L D V E R I F Y ) 7 1 / 2 " EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 10 ' - 4 1 / 2 " ( F I E L D V E R I F Y ) 7 1 / 2 " 10 ' - 4 1 / 2 " ( F I E L D V E R I F Y ) 7 1 / 2 " EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 10 ' - 4 1 / 2 " 7 1 / 2 " EQ EQ EQ ENTRY LEVEL 100'-0" 16171819 11'-3 1/4" (FIELD VERIFY) 7 1 / 2 " 10 ' - 4 1 / 2 " ( F I E L D V E R I F Y ) EQ EQ EQ 11'-3 1/4" (FIELD VERIFY) EQ EQ EQ 7 1 / 2 " 10 ' - 4 1 / 2 " ( F I E L D V E R I F Y ) EQ EQ EQ EQ EQ EQ FIXED FENESTRATION REQUIRED U-FACTOR = 0.29 MAXIMUM FIXED FENESTRATION REQUIRED U-FACTOR = 0.29 MAXIMUM ENTRY LEVEL 100'-0" OQ 14 ' - 0 " 6" EQ EQ EQ EQ 14'-9" EQ EQ EQ EQ ENTRY LEVEL 100'-0" MO 9' - 0 " ( F I E L D V E R I F Y ) 2' - 0 " 7' - 0 " 14'-6" (FIELD VERIFY) 4'-3"3'-0"3'-0"4'-3" DOORS REQUIRED U-FACTOR = 0.37 MAXIMUM FIXED FENESTRATION REQUIRED U-FACTOR = 0.29 MAXIMUM ENTRY LEVEL 100'-0" 33 35 36 38 DOORS REQUIRED U-FACTOR = 0.37 MAXIMUM FIXED FENESTRATION REQUIRED U-FACTOR = 0.29 MAXIMUM DOORS REQUIRED U-FACTOR = 0.37 MAXIMUM 2' - 0 " 7' - 0 " 9' - 0 " ( F I E L D V E R I F Y ) EQEQ 15'-0" (FIELD VERIFY)7'-0" (FIELD VERIFY) 9' - 0 " ( F I E L D V E R I F Y ) 2' - 0 " 7' - 0 " EQ EQ 15'-0" (FIELD VERIFY) 2' - 0 " 7' - 0 " 9' - 0 " ( F I E L D V E R I F Y ) ENTRY LEVEL 100'-0" 9' - 6 " 2' - 0 " 7' - 6 " 14'-4" 3'-2 1/2"3'-2 1/2"1'-6"3'-2 1/2"3'-2 1/2" FIXED FENESTRATION REQUIRED U-FACTOR = 0.29 MAXIMUM DOORS REQUIRED U-FACTOR = 0.37 MAXIMUM ENTRY LEVEL 100'-0" 9' - 6 " 14'-4" 3'-2 1/2"3'-2 1/2"1'-6"3'-2 1/2"3'-2 1/2" 2' - 0 " 7' - 6 " Consultant ARCHITECTURE PLANNING+ ( T ) 9 7 0 / 9 2 5 4 7 5 5 ( F ) 9 7 0 / 9 2 0 2 9 5 0 6 0 5 E A S T M A I N S T R E E T A S P E N, C O L O R A D O 8 1 6 1 1 SHEET TITLE BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING, P.C. SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. c 2019 PROJECT NO: Issue:NOT FOR CONSTRUCTIONDESIGN INTENT ONLY10 / 3 1 / 2 0 2 2 9 : 0 9 : 5 3 A M MAROON CREEK CLUB - PHASE 2 10 CLUB CIRCLE, ASPEN, CO 81611 A601 WINDOW & DOOR ELEVATIONS 22229.00 U-FACTOR PER C402.4 IECC 2015 FIXED FENESTRATION =0.29 MAXIMUM OPERABLE FENESTRATION = 0.37 MAXIMUM FIELD-FABRICATED STOREFRONT ASSEMBLIES MUST BE SEALED IN ACCORDANCE WITH IECC C402.5.1 (SEE BELOW) C402.5.1 AIR BARRIERS A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL ENVELOPE. THE AIR BARRIERS SHALL BE PERMITTED TO BE LOCATED ON THE INSIDE OR OUTSIDE OF THE BUILDING ENVELOPE, LOCATED WITHIN THE ASSEMBLIES COMPOSING THE ENVELOPE, OR ANY COMBINATION THEREOF. THE AIR BARRIER SHALL COMPLY WITH SECTIONS C402.5.1.1 AND C402.5.1.2. EXCEPTION: AIR BARRIERS ARE NOT REQUIRED IN BUILDINGS LOCATED IN CLIMATE ZONE 2B. C402.5.1.1 AIR BARRIER CONSTRUCTION THE CONTINUOUS AIR BARRIER SHALL BE CONSTRUCTED TO COMPLY WITH THE FOLLOWING: 1. THE AIR BARRIER SHALL BE CONTINUOUS FOR ALL ASSEMBLIES THAT ARE THE THERMAL ENVELOPE OF THE BUILDING AND ACROSS THE JOINTS AND ASSEMBLIES. 2. AIR BARRIER JOINTS AND SEAMS SHALL BE SEALED, INCLUDING SEALING TRANSITIONS IN PLACES AND CHANGES IN MATERIALS. THE JOINTS AND SEALS SHALL BE SECURELY INSTALLED IN OR ON THE JOINT FOR ITS ENTIRE LENGTH SO AS NOT TO DISLODGE, LOOSEN OR OTHERWISE IMPAIR ITS ABILITY TO RESIST POSITIVE AND NEGATIVE PRESSURE FROM WIND, STACK EFFECT AND MECHANICAL VENTILATION. 3. PENETRATIONS OF THE AIR BARRIER SHALL BE CAULKED, GASKETED OR OTHERWISE SEALED IN A MANNER COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATION. JOINTS AND SEALS ASSOCIATED WITH PENETRATIONS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED WITH MOISTURE VAPOR-PERMEABLE WRAPPING MATERIAL. SEALING MATERIALS SHALL BE APPROPRIATE TO THE CONSTRUCTION MATERIALS BEING SEALED AND SHALL BE SECURELY INSTALLED AROUND THE PENETRATION SO AS NOT TO DISLODGE, LOOSEN OR OTHERWISE IMPAIR THE PENETRATIONS’ABILITY TO RESIST POSITIVE AND NEGATIVE PRESSURE FROM WIND, STACK EFFECT AND MECHANICAL VENTILATION. SEALING OF CONCEALED FIRE SPRINKLERS, WHERE REQUIRED, SHALL BE IN A MANNER THAT IS RECOMMENDED BY THE MANUFACTURER. CAULKING OR OTHER ADHESIVE SEALANTS SHALL NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER COVER PLATES AND WALLS OR CEILINGS. 4. RECESSED LIGHTING FIXTURES SHALL COMPLY WITH SECTION C402.5.8. WHERE SIMILAR OBJECTS ARE INSTALLED THAT PENETRATE THE AIR BARRIER, PROVISIONS SHALL BE MADE TO MAINTAIN THE INTEGRITY OF THE AIR BARRIER. C402.5.1.2 AIR BARRIER COMPLIANCE OPTIONS A CONTINUOUS AIR BARRIER FOR THE OPAQUE BUILDING ENVELOPE SHALL COMPLY WITH SECTION C402.5.1.2.1 OR C402.5.1.2.2. C402.5.1.2.1 MATERIALS MATERIALS WITH AN AIR PERMEABILITY NOT GREATER THAN 0.004 CFM/FT2 (0.02 L/S •M2) UNDER A PRESSURE DIFFERENTIAL OF 0.3 INCH WATER GAUGE (75 PA) WHEN TESTED IN ACCORDANCE WITH ASTM E 2178 SHALL COMPLY WITH THIS SECTION. MATERIALS IN ITEMS 1 THROUGH 16 SHALL BE DEEMED TO COMPLY WITH THIS SECTION, PROVIDED JOINTS ARE SEALED AND MATERIALS ARE INSTALLED AS AIR BARRIERS IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS. 1. PLYWOOD WITH A THICKNESS OF NOT LESS THAN 3/8 INCH (10 MM). 2. ORIENTED STRAND BOARD HAVING A THICKNESS OF NOT LESS THAN 3/8 INCH (10 MM). 3. EXTRUDED POLYSTYRENE INSULATION BOARD HAVING A THICKNESS OF NOT LESS THAN 1/2 INCH (12.7 MM). 4. FOIL-BACK POLYISOCYANURATE INSULATION BOARD HAVING A THICKNESS OF NOT LESS THAN 1/2 INCH (12.7 MM). 5. CLOSED-CELL SPRAY FOAM A MINIMUM DENSITY OF 1.5 PCF (2.4 KG/M3) HAVING A THICKNESS OF NOT LESS THAN 11/2 INCHES (38 MM). 6. OPEN-CELL SPRAY FOAM WITH A DENSITY BETWEEN 0.4 AND 1.5 PCF (0.6 AND 2.4 KG/M3) AND HAVING A THICKNESS OF NOT LESS THAN 4.5 INCHES (113 MM). 7. EXTERIOR OR INTERIOR GYPSUM BOARD HAVING A THICKNESS OF NOT LESS THAN 1/2 INCH (12.7 MM). 8. CEMENT BOARD HAVING A THICKNESS OF NOT LESS THAN 1/2 INCH (12.7 MM). 9. BUILT-UP ROOFING MEMBRANE. 10. MODIFIED BITUMINOUS ROOF MEMBRANE. 11. FULLY ADHERED SINGLE-PLY ROOF MEMBRANE. 12. A PORTLAND CEMENT/SAND PARGE, OR GYPSUM PLASTER HAVING A THICKNESS OF NOT LESS THAN 5/8 INCH (15.9 MM). 13. CAST-IN-PLACE AND PRECAST CONCRETE. 14. FULLY GROUTED CONCRETE BLOCK MASONRY. 15. SHEET STEEL OR ALUMINUM. 16. SOLID OR HOLLOW MASONRY CONSTRUCTED OF CLAY OR SHALE MASONRY UNITS. C402.5.1.2.2 ASSEMBLIES ASSEMBLIES OF MATERIALS AND COMPONENTS WITH AN AVERAGE AIR LEAKAGE NOT GREATER THAN 0.04 CFM/FT2 (0.2 L/S •M2) UNDER A PRESSURE DIFFERENTIAL OF 0.3 INCH OF WATER GAUGE (W.G.)(75 PA) WHEN TESTED IN ACCORDANCE WITH ASTM E 2357, ASTM E 1677 OR ASTM E 283 SHALL COMPLY WITH THIS SECTION. ASSEMBLIES LISTED IN ITEMS 1 THROUGH 3 SHALL BE DEEMED TO COMPLY, PROVIDED JOINTS ARE SEALED AND THE REQUIREMENTS OF SECTION C402.5.1.1 ARE MET. 1. CONCRETE MASONRY WALLS COATED WITH EITHER ONE APPLICATION OF BLOCK FILLER OR TWO APPLICATIONS OF A PAINT OR SEALER COATING. 2. MASONRY WALLS CONSTRUCTED OF CLAY OR SHALE MASONRY UNITS WITH A NOMINAL WIDTH OF 4 INCHES (102 MM) OR MORE. 3. A PORTLAND CEMENT/SAND PARGE, STUCCO OR PLASTER NOT LESS THAN 1/2 INCH (12.7 MM) IN THICKNESS. SCALE 1/4" = 1'-0"5 CORRIDOR INTERIOR STOREFRONTS SCALE 1/4" = 1'-0"4 CORRIDOR EXTERIOR STOREFRONTS SCALE 1/4" = 1'-0"2 PROSHOP INTERIOR STOREFRONT SCALE 1/4" = 1'-0"1 PROSHOP ENTRY STOREFRONT SCALE 1/4" = 1'-0"3 BAR EXTERIOR WINDOW AND DOORS SCALE 1/4" = 1'-0"6 VESTIBULE EXT. STOREFRONTS SCALE 1/4" = 1'-0"7 VESTIBULE INT. STOREFRONTS