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HomeMy WebLinkAboutAPPLICATION.LOT 11 CRYSTAL LAKE RD.20210322 300 SO SPRING ST | 202 | ASPEN, CO 81611 970.925.2855 | BENDONADAMS.COM March 22, 2021 Amy Simon Planning Director City of Aspen 130 So. Galena St. Aspen, CO 81611 RE: #tbd Crystal Lake Road; Lot 11, Callahan Subdivision Special Review for Top-of-Slope Determination Ms. Simon: Please accept this Special Review application for a determination of top-of-slope related to Stream Margin Review. Lot 11 of the Callahan Subdivision is a vacant parcel fronting the Roaring Fork River with no previous development history. The 1.1- acre parcel is zoned R-15 (Moderate-Density Residential) and allows for the development of one or two residences in an attached or detached configuration. The application does not include a design or layout of a new home. The applicant is seeking this Special Review to establish the top-of-slope and setbacks from the Roaring Fork River prior to engaging in a design process. Once this top-of-slope is established, a compete design can be submitted for the full Stream Margin Review. This portion of the Roaring Fork River is less roaring-ish and the riverbank has no obvious break in the terrain. However, there is a notable change in vegetation and soil conditions. Along the river and in areas that appear to be seasonally inundated, the vegetation appears to consist of wetland species and the soil has a higher organic content. There is a clear change to dryland vegetation and sandy, loamy soil conditions. The picture to the right shows this change in vegetation from wetland species in the foreground to dryland species in the midground. Lot 11 Callahan Page 2 300 SO SPRING ST | 202 | ASPEN, CO 81611 970.925.2855 | BENDONADAMS.COM The property survey reflects portions of the property within the Floodway, the Flood Zone AE, and the Flood Zone X. This is shown below. This delineation follows the change in vegetation and soil conditions. The City’s Stream Margin regulations do not apply to portions of the property more than 100 feet from the mapped high-water line. The map below shows this 100-foot setback line. This line does not correlate with the site topography or vegetation conditions. It merely maps a setback from the high-water delineation. Lot 11 Callahan Page 3 300 SO SPRING ST | 202 | ASPEN, CO 81611 970.925.2855 | BENDONADAMS.COM An initial site visit was conducted with a representative of the City Engineering Department in the Fall of 2020. The site visit resulted in the map below (transcribed from site mapping) with the blue line representing a top-of-slope reflective of actual site conditions. As the initial site visit was prior to this application being submitted, the line represented in this map is not considered an official decision by City Engineering. This line can be staked in preparation for an official site visit, as snow conditions allow a closer inspection of soil and vegetation conditions. This proposed top-of-slope line is reflected on the draft Stream Margin Map submitted with this application. The sum total effect of this proposed top- of-slope line is to prohibit development on the eastern side of the property that could otherwise intrude into the wetland area and allow development on the western side of the property where the land is dry and not subject to seasonal flooding. A progressive height limit from this top-of-slope line would also be implemented. The map below shows the areas to be added and deleted. Lot 11 Callahan Page 4 300 SO SPRING ST | 202 | ASPEN, CO 81611 970.925.2855 | BENDONADAMS.COM The property is unaddressed and legally described as Lot 11 of the Callahan Subdivision. The property is owned by North Clove N.V.; Marianela Espinosa de Suarez, Attorney in- fact. BendonAdams has been authorized to submit this land use application. This application responds to the Special Review criteria and Stream Margin Review criteria. Responses to each review criterion are attached to this application as Exhibit 1. We believe this application 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. We can also arrange a site visit at your request. Kind Regards, Chris Bendon, AICP BendonAdams LLC Attachments: 1. Response to Review Criteria 2. SGM Engineering Report 3. Proposed Top-of-Slope Map 4. Application Form 5. Authorization to Represent 5.1 Power of Attorney 6. Proof of Ownership 7. Agreement to Pay 8. HOA Form 9. Pre-Application Summary 10. Vicinity Map 11. Site Improvement Survey 12. Site Pictures Exhibit 1 Review Criteria 26.435.040.C Stream Margin Review standards. No development shall be permitted within the stream margin of the Roaring Fork River unless the Community Development Director makes a determination that the proposed development complies with all requirements set forth below: 1. It can be demonstrated that any proposed development which is in the Special Flood Hazard Area will not increase the base flood elevation on the parcel proposed for development. This shall be demonstrated by an engineering study prepared by a professional engineer registered to practice in the State which shows that the base flood elevation will not be raised, including, but not limited to, proposing mitigation techniques on or off-site which compensate for any base flood elevation increase caused by the development; and Response: No development will occur in the Special Flood Hazard Area 2. The adopted regulatory plans of the Open Space and Trails Board and the Roaring Fork River Greenway Plan are implemented in the proposed plan for development, to the greatest extent practicable. Areas of historic public use or access shall be dedicated via a recorded easement for public use. A fisherman's easement granting public fishing access within the high-water boundaries of the river course shall be granted via a recorded "Fisherman's Easement;" and Response: The Open Space and Trails Board does not have any adopted regulatory plans that affect this parcel. The Roaring Fork Greenway Plan does not appear to be effective of applicable. This plan is not referenced in the City of Aspen Municipal Code or the 2012 Aspen Area Community Plan. A search of City ordinances reflects that this plan was not adopted as a regulatory document and the plan does not appear on the City’s website. City staff have not been able to locate a copy of this plan. If a copy of the plan is located, the applicant will review regulatory aspects for applicability to this property. 3. There is no vegetation removed or damaged or slope grade changes (cut or fill) made outside of a specifically defined building envelope. A building envelope shall be designated by this review and said envelope shall be designated by this review and said envelope shall be recorded on a plat pursuant to Subsection 26.435.040(f)(1); and Response: The applicant is requesting the top-of-slope be set as proposed in the application drawings. Areas below (riverside) of this delineation will not be disturbed. Areas above (upslope) of this line will be subject to setback limitations. Subsequent to this review the applicant will file the appropriate plat. 4. The proposed development does not pollute or interfere with the natural changes of the river, stream or other tributary, including erosion and/or sedimentation during construction. Increased on-site drainage shall be accommodated within the parcel to prevent entry into the river or onto its banks. Pools or hot tubs cannot be drained outside of the designated building envelope; and Response: The applicant is not proposing development at this time, only a top-of-slope determination. Development on this site will continue to be subject to a full Stream Margin Review and information regarding grading, drainage, and construction technique can be reviewed at the time an actual design is presented. 5. Written notice is given to the Colorado Water Conservation Board prior to any alteration or relocation of a water course and a copy of said notice is submitted to the Federal Emergency Management Agency; and Response: Alteration of the water course is not proposed and is not anticipated to become an issue with actual construction. Notice will be provided if this changes. 6. A guarantee is provided in the event a water course is altered or relocated, that applies to the developer and his heirs, successors and assigns that ensures that the flood carrying capacity on the parcel is not diminished; and Response: Alteration of the water course is not proposed and is not anticipated to become an issue with actual construction. 7. Copies are provided of all necessary federal and state permits relating to work within the 100-year flood plain; and Response: No work is proposed within the 100-year floodplain. If work in the future is proposed, all Federal and State permits will be obtained. 8. There is no development other than approved native vegetation planting taking place below the top of slope or within fifteen (15) feet of the top of slope or the high waterline, whichever is most restrictive. This is an effort to protect the existing riparian vegetation and bank stability. New plantings (including trees, shrubs, flowers and grasses) outside of the designated building envelope on the river side shall be native riparian vegetation as approved by the City. A landscape plan will be submitted with all development applications. The top of slope and 100-year flood plain elevation of the Roaring Fork River shall be determined by the Stream Margin Map located in the Community Development Department and filed at the City Engineering Department; and Response: The applicant understands and agrees that nothing other than native vegetation is to be planted below or within 15 feet of the top-of-slope and that City approval is required for plantings along the river side of the development. As no development is proposed at this time, the applicant does not have a landscape plan. This property will remain subject to a full Stream Margin Review and a landscape plan will be presented along with the eventual design of the home. 9. All development outside the fifteen (15) foot setback from the top of slope does not exceed a height delineated by a line drawn at a forty-five (45) degree angle from ground level at the top of slope. Height shall be measured and determined by the Community Development Director using the definition for height set forth at Section 26.04.100 and method of calculating height set forth at Section 26.575.020 as shown in Figure "A"; and Response: The applicant understands and agrees to the progressive height limit originating from the top-of-slope at a 45-degree angle. As no development is proposed at this time, the applicant does not have specific architecture. This property will remain subject to a full Stream Margin Review and confirmation of compliance with this height limitation will need to occur prior to proceeding to building permit review. 10. All exterior lighting is low and downcast with no light(s) directed toward the river or located down the slope and shall be in compliance with Section 26.575.150. A lighting plan will be submitted with all development applications; and Response: The applicant understands that exterior lighting will need to comply with the City’s lighting regulations and that lights cannot be directed towards the river. As no development is proposed at this time, the applicant does not have a lighting plan for this review. Compliance with the City’s lighting regulations and this criterion will be demonstrated prior to construction. 11. There has been accurate identification of wetlands and riparian zones. Response: The report from SGM Engineering comments on the presence of wetland species and the riparian zone along the edge of the river. A site inspection, when snow cover conditions allow, will be beneficial. 26.435.040.E – Special Review. An application requesting a variance from the stream margin review standards or an appeal of the Stream Margin Map's top of slope determination, shall be processed as a special review in accordance with common development review procedure set forth in Chapter 26.304. The special review shall be considered at a public hearing for which notice has been published, posted and mailed, pursuant to Subsection 26.304.060(e)(3) Paragraphs a, b and c. Review is by the Planning and Zoning Commission. A special review from the stream margin review determination may be approved, approved with conditions or denied based on conformance with the following review criteria: 1. An authorized survey from a Colorado professionally licensed surveyor shows a different determination in regards to the top of slope and 100-year flood plain than the Stream Margin Map located in the Community Development Department and filed in the City Engineering Department; and Response: The commentary provided by SGM Engineering and the draft Top-of-Slope survey provided by Rodney Kiser, a Colorado licensed land surveyor with True North Surveying, indicate a proposed top-of-slop different from the 100-foot high-water line setback. 2. The proposed development meets the stream margin review standard(s) upon which the Community Development Director had based the finding of denial. Response: See above responses to the Stream Margin Review criteria. www.sgm-inc.com GLENWOOD SPRINGS 118 West Sixth St, Suite 200 | Glenwood Springs, CO 81601 | 970.945.1004 Engineering Report-LandUse-277DanielsonDr.docx February 24, 2021 Chris Bendon www.bendonadams.com 300 So. Spring St. #202 Aspen, CO 81611 (o) 970.925.2855 RE: Address TBD, aka Lot 11 Callahan Subdiv, Pitco Parcel ID 273718132011 – Due Diligence Engineering Memorandum Dear Chris: This report addresses an overview of Civil Engineering aspects of potential development of the above parcel. This site is an unoccupied parcel off of Crystal Lake road approximately 300 feet west of Highway 82. Occupied residential parcels are to the west and, across the street, to the north. Farther north is Crystal Lake itself, the outfall of which impact this parcel. To the east is another residential parcel that is in the County (the City limit is immediately adjacent to the east side of the parcel in question. To the south and cutting through the very southern end of the property is the Roaring Fork River. This report is to indicate the applicant’s approach to comply or, if circumstances warrant, vary from Pitkin County code sections 7-20-10 through 30 and the engineering elements of 7-30. At this point we see no reason for variance requests due to any site-engineering related issue. However, at this time, there is not a specific site plan. This assessment is for feasibility and to determine if there are any obvious hurdles, administratively or technically, from the development of this site for a new SFR. Therefore, we have made some assumptions which will be indicated in this report. It is reasonable to assume this information will need to be reviewed once a specific site plan is proposed to affirm these assertions can still be met. Driveway & Access The site is currently accessed via a dirt path off from the pedestrian trail from the adjacent Lot 13. This would not be continued, with a direct connection from Crystal Lake Road. The target developable portion is several feet lower than CLR likely requiring elevated construction to keep the driveway at a reasonable slope. Adding to this necessity is the fact that the overflow outfall pipe from Crystal Lake, an 18” pipe, empties into this parcel near the northwest corner, under the most ideal spot for driveway access. That pipe would need to extend, with supporting calculations, and assurances of the continued route of overflow around and past the desired building area. That pipe is damaged and crushed and would need to be inspected before extension to determine the appropriate connection method. Ensuring this overflow is maintained and in good shape should be considered by the potential lot owner so debris does not inadvertently move or cause other damage to the drainage path through Lot 11. Exhibit 2 www.sgm-inc.com Page | 2 Grading & Drainage As noted, the overflow path from Crystal Lake goes through Lot 11, entering at the northwest corner, crossing and curving southward prior to the east property boundary. Until a site plan would be prepared, it is unclear how far the culvert extension or what other amendments may be needed, but, at a minimum, we would recommend the pipe be carried around the main footprint of protected structures. Following, it is also reasonable that this general channel and flowpath will double as the concentration point for site runoff prior to entering the Roaring Fork. The south end of the parcel, between the designated setbacks and floodplain areas, an owner should expect some level of water quality and potential detention in that lower area above the bank. With the proximity to the creek, a deep drywell is not likely, therefore shallow or surface controls would be designed to satisfy the CoA URMP criteria. The south end of the parcel is impacted by the floodplain Zone X and AE and is shown on the and shown on the stream margin map. An assessment of the precise location of this, along with normal high water line is underway and will be presented in a separate document from SGM. The above driveway access, as currently described, would seem to provide for an elevation of a garage or main floor no lower than an 8010 elevation. Slopes The vast majority of the site is at 30% or less slope. Some notable area at the north end of the parcel are steeper than 30% and would appear to have been associated with the lake outfall construction and associated access roads. To continue the outfall pipe around the likely home site would entail constructing and filling to some degree on that slope to cover the outfall pipe and protect the house. Water and Sewer Water and Sewer existing in the Crystal Lake ROW and would appear to be accessible through typical construction methods. It is possible some or all of a proposed house would need an ejector pump for sewer, but that is not an uncommon circumstance with readily available appurtenances for internal plumbing. A fire hydrant is to the northeast of this parcel, across the road. Electric, Phone, Communications Power and communications are along the north side of CLR and appear to be accessible for typical service needs. Gas Gas is available along the south side of CLR and appears accessible near the trailhead. www.sgm-inc.com Page | 3 River and Stream Corridors and Wetlands (§7-20-80) – provided by Eric Petterson The parcel is somewhat constrained by a 100-foot setback from the top-of-bank of the Roaring Fork River, as well as wetlands. On February 23, 2021, SGM environmental staff delineated the top of bank of the river. The top of bank was delineated based on topographic benching, indicating of high flow events, as well as a wrack-line (which consisted of entrained vegetation in willows, which is also indicative of high-flow events). The attached map shows the top-of-bank as well as the County-prescribed 100-foot buffer. Wetlands are extensive at the southern and eastern sides of the parcel, but due to snow cover, an accurate delineation of wetland boundaries was not possible. The County also prescribes a 100-foot buffer from wetlands, which may be reduced to between 100 feet and a minimum of 50 feet, as long as a reduction in the buffer would not result in water quality degradation, stream bank erosion and/or a reduction in the quality of riparian or wetland habitat pursuant to standards in Section 7-20-80(4) of the Land Use Code (see §7-20- 80(a)(2)). Traffic Impact (§7-30-20) The typical single-family residential uses are not anticipated to change traffic loading along CLR. We would recommend landscaping be kept below typical vehicular visibility levels at the driveway as the pedestrian trail is to the immediate west of the site. Conclusion We trust this report is sufficient for the applicant’s review of feasibility on the parcel. There is no obvious reason or significant difficulty in developing this site. Please feel free to contact us if we may provide further information or clarification. Very Truly Yours, Rick L Barth, P.E., Senior Engineer Civil Services Sector SGM Attachments / Associated reports: Top of bank map Page | 4 E E S S D YH G FOUND MAG NAIL & ALUMINUM TAG NO IDENTIFICATION IN PAVEMENT SET MAG NAIL & 1-1/2"ALUMINUM TAG TNC PLS38215 IN PAVEMENT SITE BENCH MARK SET REBAR & 1-1/4" ORANGE PLASTIC CAP TNC PLS38215 ELEVATION: 8014.92 FOUND NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP TRI-CO LS12707 SET WOOD LATH ALONG TOP OF SLOPE PER CITY OF ASPEN MAPPING 65.5' WITNESS CORNER FOUND NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP ALPINE LS9184 53.7' WITNESS CORNER FOUND NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP ALPINE LS9184 FOUND NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP TRI-CO LS12707 FOUND NO. 6 REBAR & 3-1/4" ALUMINUM CAP STAMPED MS890/MS612 BLM 1954 (COR. 1 RIVERSIDE PLACER MS NO. 3905) FOUND NO. 6 REBAR & 3-1/4" ALUMINUM CAP STAMPED MS6120 COR 2 BLM 1954 3.0' BETWEEN CAPS CO N C R E T E STONE RETAINING WALL EDGE OF GRAVEL EDGE OF GRAVEL PAVED PEDESTRIAN PATH PAVED ROADWAY CRYSTAL LAKE OVERFLOW OUTLET PIPE PER PLAT BOOK 6 AT PAGE 18 FL O W L I N E 15' TOP OF SLOPE SETBACK L=89.75' R=375.00' CB=N84°45'04"E CH=89.55' L=21.21' R=375.00' CB=N79°36'36"E CH=21.21' (B A S I S O F B E A R I N G S ) S0 0 ° 1 4 ' 0 0 " W 4 5 6 . 8 9 ' PL A T = 4 5 7 . 2 4 ' 22 9 . 7 6 ' 22 7 . 1 3 ' S89°03'26"W 70.00' PLAT=N89°46'00"W N 3 1 ° 5 4 ' 0 8 " W 7 4 . 6 9 ' P L A T = N 3 2 ° 2 7 ' 1 7 " W 7 4 . 0 5 ' PL A T = N 0 0 ° 1 4 ' 0 0 " E N0 0 ° 1 1 ' 3 0 ' E 3 8 2 . 6 2 ' 10 3 . 5 4 ' 21 3 . 7 4 ' R O A R I N G F O R K R I V E R WAT E R S E D G E JUL Y 2 0 2 0 J U L Y 2 0 2 0 H I G H W A T E R L I N E LOT 11 1.104± ACRES 48,106± SQ.FT. LOT 13 OWNER ASPEN CLUB LOT 12 OWNER CG CRYSTAL LAKES HOLINGS LLC LOT 5 STILLWATER RANCH OWNER JOHN BURGESS LOT 6 STILLWATER RANCH OWNER GERSON TRUST N 1 5 ° 1 7 ' 2 3 " W 9 6 5 . 1 7 ' ( T I E ) S85°34'02"E 1174.12 ' ( T I E ) CITY OF ASPEN 2009 GPS MONUMENT #18 CITY OF ASPEN 2009 GPS MONUMENT #19 FL O O D Z O N E A E FL O O D W A Y FL O O D Z O N E A E FL O O D Z O N E A E FL O O D Z O N E X FLOOD ZONE AE BASED FLOOD ELEVATION 7993 FLOO D Z O N E X FLOOD ZONE AE AREA WITHIN FLOODWAY SPECIAL FLOOD ZONE X AREA OF 0.2% ANNUAL CHANCE OF FLOOD GRAVEL TURNOUT 8 0 2 0 8 0 1 5 80 2 0 8 0 1 5 8 0 1 0 80 0 5 8005 800 0 80 0 4 8000 79 9 5 7 9 9 0 800 2 80 0 5 8010 8 0 1 5 8 0 1 2 CRYSTAL LAKE ROAD (24' PRIVATE R I G H T - O F - W A Y ) 10' WIDE UTILITY EASEMENT PLAT BOOK 5 PAGE 7 5' WIDE UTILITY EASEMENT PLAT BOOK 5 PAGE 7 5' WIDE UTILITY EASEMENT PLAT BOOK 5 PAGE 7 5' WIDE UTILITY EASEMENT PLAT BOOK 5 PAGE 7 10' REAR SETBACK 5' ACCESSORY BUILDING SETBACK 10 ' S I D E S E T B A C K 10 ' S I D E S E T B A C K 30' ACCESSORY SETBACK 25' SETBACK NORTH LINE OF OPEN SPACE REAR YARD SETBACK LINE (EFFECTIVELY SUPERSEDED BY OPEN SPACE BOUNDARY AND STREAM MARGIN SETBACK LINES AS APPLICABLE 100 ' H I G H W A T E R L I N E S E T B A C K PRO P O S E D TOP O F S L O P E CLERK AND RECORDER 'S CERTIFICATE THIS STREAM MARGIN MAP 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. 2021, AND IS DULY RECORDED IN BOOK _____, PAGE ______, RECEPTION NO.______________________. ___________________________________________________________ CLERK AND RECORDER BY:________________________________________________________ DEPUTY WATER LINE SEWER LINE TELEPHONE LINE GAS LINE ORF R EV I E W UNDERGROUND ELECTRIC LINE TELEPHONE PEDESTAL DYH S FIRE HYDRANT SANITARY MANHOLE ELECTRICAL TRANSFORMER ELECTRICAL METER LEGEND E WATER VALVE BOX VICINITY MAP NOTES: LOT 11 - CALLAHAN SUBDIVISION SECTION 18, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6TH PM COUNTY OF PITKIN, STATE OF COLORADO STREAM MARGIN MAP TRUE NORTH COLORADO LLC. A LAND SURVEYING AND MAPPING COMPANY P.O. BOX 614 - 386 MAIN STREET UNIT 3 NEW CASTLE, COLORADO 81647 (970) 984-0474 www.truenorthcolorado.com PROJECT NO: 2020-240 DATE: March 18, 2021 DRAWN RPK SURVEYED DJB SHEET 1 OF 1 TRUENORTH A LAND SURVEYING AND MAPPING COMPANY 20' 10'40' SCALE: 1" = 20' N 0 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. SLOPE LEGEND 0% TO 20% (36,939± SQ.FT.) (EXCLUDES AREA BELOW HIGH WATER LINE) (3,808± SQ.FT.) 20% TO 30% (2,630± SQ.FT.) 30% & GREATER (4,729± SQ.FT.) SCALE: 1" = 800' H I G H W A Y N O . 8 2 CRYSTAL LAKE ROAD WESTVIEW DRIVE L U P I N E D R I V E CITY OF ASPEN ROA R I N G F O R K RIVE R SITE PURPOSE STATEMENT TO ESTABLISH THE TOP OF SLOPE ALONG THE ROARING FORK RIVER CERTIFICATE OF OWNERSHIP THE UNDERSIGNED, NORTH CLOVE N V, A CORPORATION, AS OWNER OF LOT 11, SECOND AMENDED PLAT OF THE CALLAHAN SUBDIVISION, ACCORDING TO THE PLAT RECORDED OCTOBER 4, 1982, IN PLAT BOOK 13 AT PAGE 92, AS RECEPTION NO. 244589, CONTAINING 1.104 ACRES, MORE OR LESS, HEREBY ACKNOWLEDGE THIS STREAM MARGIN MAP. NORTH CLOVE N V, A CORPORATION 1333 SOUTH MIAMI AVENUE SUITE #100 MIAMI, FL 33130 _________________________________________________________ AUTHORIZED AGENT STATE OF COLORADO ) ) SS COUNTY OF PITKIN ) THE FOREGOING STREAM MARGIN MAP WAS EXECUTED AND ACKNOWLEDGED BEFORE ME ON ____________________________________________________, 2021 BY ________________________________________. WITNESS MY HAND AND OFFICIAL SEAL. ______________________________________________________ NOTARY PUBLIC COMMUNITY DEVELOPMENT DIRECTOR APPROVAL THIS STREAM MARGIN MAP IS APPROVED BY THE CITY OF ASPEN COMMUNITY DEVELOPMENT DIRECTOR THIS _________ DAY OF_____________________________, 2021. BY:___________________________________________________________ PHILLIP SUPINO - DIRECTOR COMMUNITY DEVELOPMENT CITY ENGINEERING DEPARTMENT REVIEW THIS STREAM MARGIN MAP WAS REVIEWED BY THE CITY OF ASPEN ENGINEERING DEPARTMENT THIS ____ DAY OF_____________________________, 2021. BY:___________________________________________________________ TRISH ARAGON, PE CITY ENGINEER SURVEYOR 'S CERTIFICATE I, RODNEY P. KISER, COLORADO REGISTERED LAND SURVEYOR, DO HEREBY CERTIFY THAT I HAVE PREPARED THIS STREAM MARGIN MAP, THAT THE LOCATION OF THE PROPERTY BOUNDARIES ARE BASED ON A FIELD SURVEY PERFORMED JULY 1 & 2, 2020 UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE AND THAT IT IS TRUE AND CORRECT TO THE BEST OF MY BELIEF AND KNOWLEDGE. IN WITNESS THEREOF, I HAVE SET MY HAND AND SEAL THIS ________ DAY OF ________________________, 2021. ____________________________________________________________________________ RODNEY P. KISER LICENSED PROFESSIONAL LAND SURVEYOR COLORADO REGISTRATION NO. 38215 Exhibit 3 CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020 LAND USE APPLICATION APPLICANT: REPRESENTIVATIVE: Description: Existing and Proposed Conditions Review: Administrative or Board Review Required Land Use Review(s): Growth Management Quota System (GMQS) required fields: Net Leasable square footage Lodge Pillows Free Market dwelling units Affordable Housing dwelling units Essential Public Facility square footage Have you included the following? FEES DUE: $ Pre-Application Conference Summary Signed Fee Agreement HOA Compliance form All items listed in checklist on PreApplication Conference Summary Name: Address: Phone#: email: Address: Phone #: email: Name: Project Name and Address: Parcel ID # (REQUIRED) #tbd Crystal Lake Road; Aspen, CO 81611 2737-181-32-011 North Clove N.V.; a Curacao registered Limited Liability Company 1333 So. Miami Ave. #100; Miami, FL 33130 marianelae@mac.com BendonAdams 300So. Spring St. #202; Aspen, CO 81611 970.925.2855 Chris@BendonAdams.com Existing 1.1 ac. vacant lot. Proposed top-of-slope determination for placement of residential development na na na na 1 or 2 (existing rights) x x x x 3,475 305-577.3094 Exhibit 4 Exhibit 5 Exhibit 5.1 The relationship between the Company and the Attorney -in -Fact shall be governed by and construed in accordance with the laws of Curagao. Any disputes arising out of or in connection with this relationship between the Company and the Attorney -in -Fact shall be submitted to the competent court in Curagao. IN WITNESS WHEREOF, the Company has caused this Power of Attorney to be duly executed on February 3, 2021. NORTH CLOVE N.V By its Managing Director 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:Q62012351-3 Date: 03/16/2021 Property Address:TBD CRYSTAL LAKE RD, ASPEN, CO 81611 PLEASE CONTACT YOUR CLOSER OR CLOSER'S ASSISTANT FOR WIRE TRANSFER INSTRUCTIONS For Closing Assistance Closing Processor For Title Assistance Kimberly Szczesny 533 E HOPKINS #102 ASPEN, CO 81611 (970) 925-1678 (Work) (303) 393-4870 (Work Fax) kparham@ltgc.com Contact License: CO414945 Company License: CO44565 Marc Obadia 533 E HOPKINS #102 ASPEN, CO 81611 (970) 925-1678 (Work) (800) 318-8202 (Work Fax) mobadia@ltgc.com Company License: CO44565 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 Buyer/Borrower TO BE DETERMINED Delivered via: No Commitment Delivery BENDON ADAMS Attention: CHRIS BENDON chris@bendonadams.com Delivered via: Electronic Mail Exhibit 6 Land Title Guarantee Company Estimate of Title Fees Order Number:Q62012351-3 Date: 03/16/2021 Property Address:TBD CRYSTAL LAKE RD, ASPEN, CO 81611 Parties:TO BE DETERMINED NORTH CLOVE, N.V., A CURACAO CORPORATION AS SUCCESSOR TO NORTH CLOVE , N.V., A NETHERLANDS ANTILLES CORPORATION Visit Land Title's Website at www.ltgc.com for directions to any of our offices. Estimate of Title insurance Fees "TBD" Commitment $217.00 TBD - TBD Income $-217.00 Total $0.00 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 10/15/1982 under reception no. 244786 at book 434 page 64 Plat Map(s): Pitkin county recorded 05/19/1976 at book 5 page 7 Pitkin county recorded 08/19/1977 at book 6 page 16 Pitkin county recorded 10/04/1982 at book 13 page 92 Copyright 2006-2021 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: TBD CRYSTAL LAKE RD, ASPEN, CO 81611 1.Effective Date: 03/05/2021 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: NORTH CLOVE, N.V., A CURACAO CORPORATION AS SUCCESSOR TO NORTH CLOVE , N.V., A NETHERLANDS ANTILLES CORPORATION 5.The Land referred to in this Commitment is described as follows: LOT 11,​ CALLAHAN SUBDIVISION,​ RECORDED MAY 19, 1976 IN PLAT BOOK 5 AT PAGE 7 AND FIRST AMENDMENT THERETO RECORDED AUGUST 17, 1977 IN PLAT BOOK 6 AT PAGE 16 AND SECOND AMENDED PLAT RECORDED OCTOBER 4, 1982 IN PLAT BOOK 13 AT PAGE 92.​ COUNTY OF PITKIN,​ STATE OF COLORADO. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:Q62012351-3 ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part I (Requirements) Order Number: Q62012351-3 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. 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 THE PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM, SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES HEREBY GRANTED, AND A RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED JUNE 17, 1894 IN BOOK 175 AT PAGE 246. 9.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF RIGHT OF WAY FOR PIPELINE FLUME, DITCH OR WATERWAY AS SET FORTH IN INSTRUMENT RECORDED JANUARY 30, 1893 IN BOOK 93 AT PAGE 527. 10.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF EASEMENT FOR A TRAIL RECORDED SEPTEMBER 25, 1975 IN BOOK 303 AT PAGE 452 AND AS MODIFIED BY INSTRUMENT RECORDED JULY 29, 1977 IN BOOK 332 AT PAGE 540. 11.EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE PLAT OF CALLAHAN SUBDIVISION RECORDED MAY 19, 1976 IN PLAT BOOK 5 AT PAGE 7 AND FIRST AMENDMENT THERETO RECORDED AUGUST 17, 1977 IN PLAT BOOK 6 AT PAGE 16 AND SECOND AMENDMENT THERETO RECORDED OCTOBER 4, 1982 IN PLAT BOOK 13 AT PAGE 92. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: Q62012351-3 12.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS AS SET FORTH IN SUBDIVISION AND PLANNED UNIT DEVELOPMENT AGREEMENT FOR CALLAHAN SUBDIVISION RECORDED MAY 19, 1976 IN BOOK 312 AT PAGE 110 AND NOTICE RECORDED APRIL 29, 1977 IN BOOK 328 AT PAGE 79. 13.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF EASEMENT AGREEMENT RECORDED MAY 19, 1976 IN BOOK 312 AT PAGE 158 AND MUTUAL INDEMNITY AGREEMENT RECORDED MAY 19, 1976 IN BOOK 312 AT PAGE 165. 14.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF RECIPROCAL EASEMENT GRANT RECORDED MAY 19, 1976 IN BOOK 312 AT PAGE 196. 15.(THIS ITEM WAS INTENTIONALLY DELETED) 16.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF ORDINANCE FROM THE CITY OF ASPEN, NO. 43, SERIES OF 1982 RECORDED OCTOBER 4, 1982 IN BOOK 433 AT PAGE 561. 17.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF ORDINANCE FROM THE CITY OF ASPEN, NO. 44, SERIES OF 1982 RECORDED OCTOBER 4, 1982 IN BOOK 433 AT PAGE 566. 18.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF VACATION OF EASEMENT RECORDED OCTOBER 15, 1982 IN BOOK 434 AT PAGE 66. 19.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF RESTRICTION RECORDED OCTOBER 15, 1982 IN BOOK 434 AT PAGE 68. 20.ANY QUESTION, DISPUTE OR ADVERSE CLAIMS AS TO ANY LOSS OR GAIN OF LAND AS A RESULT OF ANY CHANGE IN THE RIVER BED LOCATION BY NATURAL OR OTHER THAN NATURAL CAUSES, OR ALTERATION THROUGH ANY CAUSE, NATURAL OR UNNATURAL, OF THE CENTER THREAD, BANK, CHANNEL OR FLOW OF WATERS IN THE ROARING FORK RIVER LYING WITHIN SUBJECT LAND; AND ANY QUESTION AS TO THE LOCATION OF SUCH CENTER THREAD, BED, BANK OR CHANNEL AS A LEGAL DESCRIPTION MONUMENT OR MARKER FOR PURPOSES OF DESCRIBING OR LOCATING SUBJECT LANDS. 21.ANY RIGHTS, INTERESTS OR EASEMENTS IN FAVOR OF THE UNITED STATES OF AMERICA, THE STATE OF COLORADO, OR THE PUBLIC, WHICH EXIST OR ARE CLAIMED TO EXIST IN AND OVER THE PAST AND PRESENT BED, BANKS OR WATERS OF ROARING FORK RIVER. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: Q62012351-3 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. 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 Corporation 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 Senior Vice President This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Land Title Insurance Corporation. 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 7 Exhibit 8 PRE-APPLICATION CONFERENCE SUMMARY DATE: 8/17/20 PLANNER: Jim Pomeroy, jim.pomeroy@cityofaspen.com, 970.429.2745 PROJECT NAME AND ADDRESS: Lot 11, Crystal Lake Dr PARCEL ID# 273718132011 REPRESENTATIVE: Chris Bendon, chris@bendonadams.com DESCRIPTION: The subject property is Lot 11 of the Callahan Subdivision Planned Development. It is an undeveloped platted lot located off Crystal Lake Dr in the R-15 Zone District and borders the Roaring Fork River. The Applicant is applying for a Stream Margin Review in order to create a building envelope for future development of the lot. Where the property intersects with the River, there is a revocable Protective Covenant “overlaying” a portion of the lot. The property is located in The Stream Margin Review Area, which is inclusive of both the 100-year flood plain and 100 feet from the high water line of the Roaring Fork River. Because of the scope of the proposed project, this application does not qualify for an exemption, but instead requires a full Stream Margin Review subject to the criteria in Sec. 26.435.040.C.1-11. Additionally, because the proposed top of slope is altered from the Stream Margin Map’s Top of Slope determination, the application will require a Special Review by The Planning and Zoning Commission for approval and memorialization of Top of Slope for this property. The Applicant’s representatives have worked with the City of Aspen’s Engineering Department in establishing a new top of slope determination. While the approval of this alternative top of slope determination could be reviewed as part of a full Stream Margin Review, the applicant has decided to pursue this approval in two separate steps. The first step, and the subject of this Pre-Application Summary, is a Special Review by the Planning and Zoning Commission in a public hearing of the alternative top of slope determination. Please note that the Special Review is subject to the notice requirements of a public hearing. If approved, this new top of slope will be memorialized and can then be used as an essential component of a second land use application for the Stream Margin Review. Required for this review will be a clear depiction of the existing top of slope determination on the parcel from the City of Aspen’s Stream Margin Map and the proposed, new top of slope as identified by the City of Aspen’s Engineering Department on an authorized survey from a Colorado professionally licensed surveyor. RELEVANT LAND USE CODE SECTIONS: Section Number Section Title 26.304 Common Development Review Procedures 26.304.060.E.3 Public Notice 26.435.040 Stream Margin Review 26.435.040.E.1-2 Stream Margin – Special Review Exhibit 9 For your convenience – links to the Land Use Application and Land Use Code are below: Land Use Application Land Use Code REVIEW BY: Community Development staff, Engineering Department. PUBLIC HEARING: Yes, with Planning and Zoning PLANNING FEES: $3250 deposit for 10 hours . Additional planning hours beyond the ten (10) hours are billed at $325 per hour REFERRAL FEES: $325 for deposit for 1 hour of Engineering review (Additional engineering hours are billed at a rate of $325/hour). TOTAL DEPOSIT: $3475 APPLICATION CHECKLIST – PLEASE EMAIL APPLICATION TO: jim.pomeroy@cityofaspen.com  Completed Land Use Application and signed Fee Agreement.  Pre-application Conference Summary (this document).  Street address and legal description of the parcel on which development is proposed to occur, consisting of a current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner’s right to apply for the Development Application.  Applicant’s name, address and telephone number in a letter signed by the applicant that states the name, address and telephone number of the representative authorized to act on behalf of the applicant.  A written description of the proposal and an explanation in written, graphic, or model form of how the proposed development complies with the review standards relevant to the development application and relevant land use approvals associated with the property. Please include drawings/diagrams of the proposed equipment, the distance in which the equipment will be setback from any street-facing facades and the total height of the equipment at the point in which it is attached to the roof.  A site improvement survey (no older than a year from submittal) including topography, existing structures, and vegetation showing the current status of the parcel certified by a registered land surveyor by licensed in the State of Colorado. This survey also is required to depict the 100-year flood plain, the high-water mark of the roaring fork river and any ditch easement that cross the property.  HOA Compliance form (Attached to Application) Once the copy is deemed complete by staff, the following items will then need to be submitted:  Total fee for review of the application. Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. Exhibit 10 #tbd Crystal Lake Road Lot 11; Callahan Subdivision – Vicinity Map S S D YH FOUND MAG NAIL & ALUMINUM TAG NO IDENTIFICATION IN PAVEMENT SET MAG NAIL & 1-1/2"ALUMINUM TAG TNC PLS38215 IN PAVEMENT SITE BENCH MARK SET REBAR & 1-1/4" ORANGE PLASTIC CAP TNC PLS38215 ELEVATION: 8014.92 FOUND NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP TRI-CO LS12707 SET WOOD LATH ALONG TOP OF SLOPE PER CITY OF ASPEN MAPPING 65.5' WITNESS CORNER FOUND NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP ALPINE LS9184 53.7' WITNESS CORNER FOUND NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP ALPINE LS9184 FOUND NO. 5 REBAR & 1-1/4" YELLOW PLASTIC CAP TRI-CO LS12707 FOUND NO. 6 REBAR & 3-1/4" ALUMINUM CAP STAMPED MS890/MS612 BLM 1954 (COR. 1 RIVERSIDE PLACER MS NO. 3905) FOUND NO. 6 REBAR & 3-1/4" ALUMINUM CAP STAMPED MS6120 COR 2 BLM 1954 3.0' BETWEEN CAPS CO N C R E T E STONE RETAINING WALL EDGE OF GRAVEL EDGE OF GRAVEL PAVED PEDESTRIAN PATH PAVED ROADWAY CRYSTAL LAKE OVERFLOW OUTLET PIPE PER PLAT BOOK 6 AT PAGE 18 FL O W L I N E 15' TOP OF SLOPE SETBACK L=89.75' R=375.00' CB=N84°45'04"E CH=89.55' L=21.21' R=375.00' CB=N79°36'36"E CH=21.21' (B A S I S O F B E A R I N G S ) S0 0 ° 1 4 ' 0 0 " W 4 5 6 . 8 9 ' PL A T = 4 5 7 . 2 4 ' 22 9 . 7 6 ' 22 7 . 1 3 ' S89°03'26"W 70.00' PLAT=N89°46'00"W N 3 1 ° 5 4 ' 0 8 " W 7 4 . 6 9 ' P L A T = N 3 2 ° 2 7 ' 1 7 " W 7 4 . 0 5 ' PL A T = N 0 0 ° 1 4 ' 0 0 " E N0 0 ° 1 1 ' 3 0 ' E 3 8 2 . 6 2 ' 10 3 . 5 4 ' 21 3 . 7 4 ' R O A R I N G F O R K R I V E R WAT E R S E D G E JUL Y 2 0 2 0 J U L Y 2 0 2 0 H I G H W A T E R L I N E LOT 11 1.104± ACRES 48,106± SQ.FT. LOT 13 OWNER ASPEN CLUB LOT 12 OWNER CG CRYSTAL LAKES HOLINGS LLC LOT 5 STILLWATER RANCH OWNER JOHN BURGESS LOT 6 STILLWATER RANCH OWNER GERSON TRUST N 1 5 ° 1 7 ' 2 3 " W 9 6 5 . 1 7 ' ( T I E ) S85°34'02"E 1174.12 ' ( T I E ) CITY OF ASPEN 2009 GPS MONUMENT #18 CITY OF ASPEN 2009 GPS MONUMENT #19 FL O O D Z O N E A E FL O O D W A Y FL O O D Z O N E A E FL O O D Z O N E A E FL O O D Z O N E X FLOOD ZONE AE BASED FLOOD ELEVATION 7993 FLOO D Z O N E X FLOOD ZONE AE AREA WITHIN FLOODWAY SPECIAL FLOOD ZONE X AREA OF 0.2% ANNUAL CHANCE OF FLOOD GRAVEL TURNOUT 8 0 2 0 8 0 1 5 80 2 0 8 0 1 5 8 0 1 0 80 0 5 8005 800 0 80 0 4 8000 79 9 5 7 9 9 0 800 2 80 0 5 8010 8 0 1 5 8 0 1 2 1 23 4 6 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 25 30 24 26 27 29 28 33 38 36 35 37 34 31 32 39 40 41 42 43 4445 46 47 48 49 50 51 52 54 53 55 56 5758 59 60 61 62 63 64 6566 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112113 114 115 116 117 118 119 120 121 122 123 124125 126 CRYSTAL LAKE ROAD (24' PRIVATE R I G H T - O F - W A Y ) 10' WIDE UTILITY EASEMENT PLAT BOOK 5 PAGE 7 5' WIDE UTILITY EASEMENT PLAT BOOK 5 PAGE 7 5' WIDE UTILITY EASEMENT PLAT BOOK 5 PAGE 7 5' WIDE UTILITY EASEMENT PLAT BOOK 5 PAGE 7 10' REAR SETBACK 5' ACCESSORY BUILDING SETBACK 10 ' S I D E S E T B A C K 10 ' S I D E S E T B A C K 30' ACCESSORY SETBACK 25' SETBACK NORTH LINE OF OPEN SPACE REAR YARD SETBACK LINE (EFFECTIVELY SUPERSEDED BY OPEN SPACE BOUNDARY AND STREAM MARGIN SETBACK LINES AS APPLICABLE 100 ' H I G H W A T E R L I N E S E T B A C K WATER LINE SEWER LINE TELEPHONE LINE GAS LINE UNDERGROUND ELECTRIC LINE TELEPHONE PEDESTAL DYH S FIRE HYDRANT SANITARY MANHOLE ELECTRICAL TRANSFORMER ELECTRICAL METER LEGEND WATER VALVE BOX VICINITY MAP SURVEYOR'S CERTIFICATION SURVEY NOTES: LOT 11 - CALLAHAN SUBDIVISION SECTION 18, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6TH PM COUNTY OF PITKIN, STATE OF COLORADO IMPROVEMENT & TOPOGRAPHIC SURVEY TRUE NORTH COLORADO LLC. A LAND SURVEYING AND MAPPING COMPANY P.O. BOX 614 - 386 MAIN STREET UNIT 3 NEW CASTLE, COLORADO 81647 (970) 984-0474 www.truenorthcolorado.com PROJECT NO: 2020-240 DATE: JULY 11, 2020 DRAWN RPK SURVEYED DJB SHEET 1 OF 1 TRUENORTH A LAND SURVEYING AND MAPPING COMPANY 20' 10'40' SCALE: 1" = 20' N PROPERTY DESCRIPTION: 0 TREE TYPE SIZE DRIP TREE CHART NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 64 65 66 67 68 69 70 71 72 73 74 75 76 ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPENASPEN ASPEN 20' 18' 20' 18' 16' 16' 16' 22' 20' 16' 18' 16' 18' 16' 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPENASPEN ASPEN 16' 22' 18' 20' 16' 16' 14' 20' 28' 16' 28' 28' 20' 14' 22' 32' 16' 20' 30' 24' 26' 16' 14' 14' 14' 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN CONIFEROUS ASPEN ASPEN CONIFEROUS CONIFEROUS CONIFERUOS CONIFEROUS ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPENASPEN ASPEN 16' 30' 18' 18' 14' 10' 22' 18' 12' 12' 12' 10' 30' 36' 28' 26' 26' 24' 18' 32' 28' 20' 30' 20' 34' 6" 5" 5" 4" 4" 4" 6" 6" 4" 5" 4" 5" 4" 4" 7" 7" 5" 4" 5" 5" 5/4" 9" 5" 8" 8" 6" 6" 8" 5" 7" 9" 6" 8" 4" 4" 4" 5" 4" 4" 7/4" 5" 5" 4" 5" 9" 5" 11" 4" 5" 5" 4" 10" 9" 9" 8" 7" 4" 8" 9" 6" 8" 5" 11" TREE TYPE SIZE DRIP TREE CHART 1 2 10" 18' 6" 20' CONIFEROUS 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ASPEN 6/4" 20'ASPEN 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN 16' 20' 16' 18' 20' 24' 24' 22' 26' 24' 20' 28' 22' 28' 26' 16' 24' 30' 26' 20'20' 24' 16' 16' 18' 32' 24' 22' 30' 30' 28' 20' 20' 26' 24' 20' 20' 20'30' 24' 24' 20' 24' 16' 16' 28' 20' 24' 16' 28' 30' 16' 30' 16' 22' 20' 26' 28' 28' 26' 16' 26' 6" 7" 5" 6" 7" 10" 8" 7" 8" 6" 5" 9" 7" 7" 7" 4" 8" 9" 8" 6" 7" 4" 4" 6" 8" 5" 5" 10" 9" 8" 5" 5" 7" 6" 5" 5" 9" 6" 6" 5" 6" 4" 4" 7" 5" 6" 4" 9" 9" 4" 9" 4" 7" 7" 9" 8" 9" 7" 4" 8" SLOPE LEGEND 0% TO 20% (36,939± SQ.FT.) (EXCLUDES AREA BELOW HIGH WATER LINE) (3,808± SQ.FT.) 20% TO 30% (2,630± SQ.FT.) 30% & GREATER (4,729± SQ.FT.) SCALE: 1" = 800' H I G H W A Y N O . 8 2 CRYSTAL LAKE ROAD WESTVIEW DRIVE L U P I N E D R I V E CITY OF ASPEN ROA R I N G F O R K RIVE R PROPERTY ZONING MODERATE-DENSITY RESIDENTIAL (R-15) CITY OF ASPEN LAND USE CODE: 26.710.050 SETBACKS: FRONT YARD: A. RESDIENTIAL DWELLINGS: 25 FEET B. ACCESSORY BUILDINGS AND ALL OTHER BUILDINGS: 30 FEET SIDE YARD: 10 FEET REAR YARD: A. PRINCIPAL BUILDING: 10 FEET B. ACCESSORY BUILDINGS: 5 FEET MAXIMUM HEIGHT: 25 FEET Exhibit 11 Crystal Lake Road exisƟ ng conditions aspen | colorado Exhibit 12