Loading...
HomeMy WebLinkAboutApplication.104_108 Midland Ave20230213108 Midland Avenue Ferguson Subdivision Lot 1 PD Amendment January 30, 2023 TABLE OF CONTENTS 04 10 14 64 Project summary and background A. Review Criteria B. Land Use Application Form F. Improvement survey including slope analysis dated August 2022 66 66 71 82 G. Civil engineering G.1 Intent to serve letters G.2 Civil drawings including grading and drainage G.3 Statements from civil engineer 16 16 23 D. Architecture D.1 Existing conditions D2 Proposed design set 48 50 D.3 Residential Design Standards D.4 Landscape Plan - existing and proposed 55 D.5 Renderings 60 61 61 D.6 Neighborhood context E. Past approvals E.1 2022 Demolition allotment development order 62 63 E.2 1981 Ferguson subdivision plat E.3 1982 Ferguson annexation plat 15 C. Vicinity map 87 H. Draft plat TABLE OF CONTENTS 88 I. Required land use forms 88 90 I.1. HOA Form and Neighbor Consent I.2 Authorization to represent 91 94 I.3 Pre-application summary I.4 Agreement to pay 95 I.5 Proof of ownership 106 I.6 Mailing list for adjacent properties within 300’ dated January 2023 300 SO SPRING ST | 202 | ASPEN, CO 81611 970.925.2855 | BENDONADAMS.COM January 30, 2023 Aspen City Council c/o Garrett Larimer, Senior Planner Community Development Department Re: 108 Midland Avenue PD amendment Dear City Council and planning staff, Please accept this application to amend the Ferguson Exemption Subdivision Plat for Lot 1 - 108 Midland Avenue. 108 Midland is located along Midland and Cooper Avenues with access from Cooper Avenue via an access easement across Lot 4. Snyder Park abuts the north end of 108 Midland Avenue. The property is developed with a single family home and has received a 2022 demolition allotment to demolish the existing home and to construct a new single family home. This application requests approval to develop within a section of land designated on the original Figure 1: Ferguson Subdivision highlighted in blue. Star indicates subject property, 108 Midland Avenue. Page 4 of 110 Ferguson Exemption Subdivision Plat as requiring specific approval for development activity. Background The Ferguson Subdivision Exemption was approved in 1981 by the Pitkin County Board of County Commissioners (BOCC). The 1981 subdivision exemption plat includes the following plat note “development of slope over 30% is prohibited as specifically delineated on the plat without approval from the Board of County Commissioners.” At the time, 108 Midland Avenue was almost all sloped terrain and the Pitkin County Code prohibited any development on slopes greater than 30%1. It can be assumed that the BOCC did not want (and was not legally allowed) to create a parcel that was undevelopable; and therefore placed a condition that enabled development within the 30% slope area upon additional review by the Board rather than just outright prohibit any development on the parcel. The County’s Code has since been amended to remove this absolute prohibition. Figure 2: 1980 Aspen GIS aerial map. Orange dotted line show general location of 108 Midland Avenue. 1 Pitkin County Land Use Code dated 1979, Section 5-401.2.h.1. Page 5 of 110 In 1982 the Ferguson Subdivision neighborhood was annexed into the City of Aspen (Ordinance 16-1982) and zoned R15A-PUD (Ordinance 18-1982), which remains in place today. The “PUD” designation was common for developments approved in the County and then annexed into the City – as this legalized any existing non-conformities resultant from applying city zoning. The 1981 requirement for special BoCC approval in the sloped areas was never addressed during the annexation process and is not included on the annexation plat. The requirement remains on the original subdivision plat. A single family home is exempt from a planned development review per Section 26.445.020 Planned Development - Applicability, “in the absence of an approved site specific development plan, a single detached, two detached, or a duplex residential dwelling, if listed as a permitted use in the property’s zoning, may be developed in conformance with the provisions of the Zone District.” This property requests approval for development according to the 1981 plat note and in conformance with the provisions of the Zone District. Platted Slope verses Actual Slope The actual slopes on the property do not correlate to the “30% slope” area on the 1981 plat – the platted slopes. An analysis of the property shows that the actual 30% slopes (shown in blue) do not align with the 1981 platted slopes specifically in the area to the north of the existing house when comparing Figure 3 and Figure 4. Figure 3: 1981 Ferguson Exemption Plat. Blue area highlights the area indicates the platted 30% slope. Figure 4: 108 Midland Avenue 2022 survey with slopes. Blue highlight shows actual 30% slopes Page 6 of 110 Request We respectfully request the ability to develop in the specified 30% sloped areas for the driveway, a small portion of the proposed new house, and the conversion of an existing curb cut into a walking pathway on Midland Avenue. Driveway realignment The existing driveway does not meet current Engineering Design Standards or Fire Code requirements regarding slopes, width, access right of way ramps, or turnaround space. In addition, the existing location of the driveway does not align with the driveway location on the 1981 plat. The proposed driveway cures the existing non-conformities and meets current City of Aspen Code requirements. The driveway is proposed within the platted 30% slope area; however, this is necessary to meet Engineering and Fire Codes. Renderings in Exhibit D demonstrate very minimal visual impact, if any, of the driveway realignment on the Midland Avenue pedestrian and vehicular experience. The diagram below shows the areas within the platted 30% slope impacted by the driveway realignment. A total of 795 sf of the platted 30% sloped area is proposed to be impacted. Figure 5 shows the impact on the platted slope and Figure 6 shows the impact on the actual slope. Figure 5: Detail of the proposed realigned driveway. Blue and orange highlights show areas within the platted 30% sloped area per the 1981 Ferguson subdivision plat. Figure 5: Detail of proposed realigned driveway with impacts on actual 30% slopes per the August 2022 survey shown in blue and orange. Page 7 of 110 Single family home location The property owner received a demolition allotment to demolish and replace the aging and very energy inefficient single family home with a new house that meets the City’s energy and climate goals, and complies with R-15A zoning. The location of the proposed new home is similar to existing but pushed to the north slightly. A comparison of the proposed home location within the 1981 platted 30% slope (Exhibit 7) versus the actual slope condition (Exhibit 8) illustrates the minimal impact on actual slopes. A total of 461 sf of development is located within actual 30% sloped areas, and a total of 2,734 sf of development is located within the 1981 platted sloped area. Figure 7: Detail of the proposed home footprint. Orange highlights show areas within the platted 30% sloped area per the 1981 Ferguson subdivision plat. Figure 8: Detail of proposed home footprint with impacts on actual 30% slopes per the August 2022 survey shown in orange. Page 8 of 110 Wa lking pathway from Midland Avenue An existing informal curb cut and vehicular access is located off Midland Avenue in the northwest corner of the property. This curb cut is proposed to be removed per Engineering requirements. A simple walking pathway is proposed to provide access to the sidewalk from the property as opposed to walking down the driveway. This proposed walkway, shown in Figure 10, adds to the pedestrian experience along Midland Avenue and does not impact any slopes as illustrated in Figure 8. As demonstrated in this application the existing home is over the allowable height and floor area for the property – this project proposes a compliant single family home that meets City of Aspen requirements including the Land Use Code, Engineering Design Standards, Building Code, and all other applicable requirements, and cures existing Engineering and Fire Code non-conformities. Thank you for your consideration of this application. Please reach out to schedule a site visit or if additional information is needed for your review. Kind Regards, Sara Adams, AICP BendonAdams, LLC Figure 9: Existing photograph of curb cut and informal vehicular access at left of photograph. Figure 6: Proposed walkway to replace informal curb cut. Page 9 of 110 Exhibit A 108 Midland Avenue PD Review Criteria Sec. 26.445.110. Amendments. Amendments to an approved Project Review or to an approved Detailed Review shall be reviewed according to the standards and procedures outline below. Amendments to Planned Unit Development and Specially Planned Area approvals (pre-Ordinance 36, 2013, approvals) shall also proceed according to the standards and procedures outline below and the Community Development Director shall determine the type of procedure most-applicable to the requested amendment. (d) Minor Amendment to a Project Review approval. An amendment found by the Community Development Director to be generally consistent with the allowances and limitations of a Project Review approval or which otherwise represents an insubstantial change but which does not meet the established thresholds for an insubstantial amendment, may be approved, approved with conditions or denied by the City Council, pursuant to 26.445.040(b)(2) - Step Two. An applicant may not apply for Detailed Review if an amendment is pending. Response – As per the City of Aspen issued pre-application summary, this project qualifies as a minor amendment to a Project Review. Applicable review criteria are addressed below. Sec. 26.445.050. Project Review Standards. The Project Review shall focus on the general concept for the development and shall outline any dimensional requirements that vary from those allowed in the underlying zone district. The burden shall rest upon an applicant to show the reasonableness of the development application and its conformity to the standards and procedures of this Chapter and this Title. The underlying zone district designation shall be used as a guide, but not an absolute limitation, to the dimensions which may be considered during the development review process. Any dimensional variations allowed shall be specified in the ordinance granting Project Approval. In the review of a development application for a Project Review, the Planning and Zoning Commission or the Historic Preservation Commission, as applicable, and City Council shall consider the following: (a) Compliance with Adopted Regulatory Plans. The proposed development complies with applicable adopted regulatory plans. Response – There are no applicable adopted regulatory plans for 108 Midland Avenue. (b) Development Suitability. The proposed Planned Development prohibits development on land unsuitable for development because of natural or man-made hazards affecting the property, including flooding, mudflow, debris flow, fault ruptures, landslides, rock or soil creep, rock falls, rock slides, mining activity including mine waste deposit, avalanche or snow slide areas, slopes in excess of thirty percent (30%), and any other natural or man-made hazard or condition that could harm the health, safety, or welfare of the community. Affected areas may be accepted as suitable for development if adequate mitigation techniques acceptable to the City Engineer are proposed in compliance with Title 29—Engineering Design Standards. Conceptual plans for mitigation techniques may be accepted for this standard. The City Engineer may require specific designs, mitigation techniques, and implementation timelines be defined as part of the Detailed Review and documented within a Development Agreement. Response – A single family home is currently developed on the property and is proposed to be replaced with a fully compliant new single family home. The land is suitable for development. Areas in excess of 30% slope are mitigated according to the Engineering Design Standards as demonstrated in Exhibit G. Development is primarily focused on areas that are less than 30% slope and are already developed. Page 10 of 110 Exhibit A 108 Midland Avenue PD Review Criteria (c) Site Planning. The site plan is compatible with the context and visual character of the area. In meeting this standard, the following criteria shall be used: (1) The site plan responds to the site's natural characteristics and physical constraints such as steep slopes, vegetation, waterways, and any natural or man-made hazards and allows development to blend in with or enhance said features. (2) The project preserves important geologic features, mature vegetation, and structures or features of the site that have historic, cultural, visual, or ecological importance or contribute to the identity of the town. (3) Buildings are oriented to public streets and are sited to reflect the neighborhood context. Buildings and access ways are arranged to allow effective emergency, maintenance, and service vehicle access. Response – The proposed site plan is similar to the existing site plan. The proposed home is sunken into the topography to minimize any visual impacts on Midland Avenue and from Snyder Park to the north. A comprehensive landscape plan is proposed to replant trees that are proposed to be removed in order to allow a realignment of the driveway to meet current Engineering Design Standards. (d) Dimensions. All dimensions, including density, mass, and height shall be established during the Project Review. A development application may request variations to any dimensional requirement of this Title. In meeting this standard, consideration shall be given to the following criteria: (1) There exists a significant community goal to be achieved through such variations. (2) The proposed dimensions represent a character suitable for and indicative of the primary uses of the project. (3) The project is compatible with or enhances the cohesiveness or distinctive identity of the neighborhood and surrounding development patterns, including the scale and massing of nearby historical or cultural resources. (4) The number of off-street parking spaces shall be established based on the probable number of cars to be operated by those using the proposed development and the nature of the proposed uses. The availability of public transit and other transportation facilities, including those for pedestrian access and/or the commitment to utilize automobile disincentive techniques in the proposed development, and the potential for joint use of common parking may be considered when establishing a parking requirement. (5) The Project Review approval, at City Council's discretion, may include specific allowances for dimensional flexibility between Project Review and Detailed Review. Changes shall be subject to the amendment procedures of Section 26.445.110—Amendments. Response – No variances from the underlying R-15 A zone district are requested. The simple form of the proposed home is contextual to the neighborhood. Existing and proposed dimensions are in Table 1. Page 11 of 110 Exhibit A 108 Midland Avenue PD Review Criteria Table 1: Dimensional Requirements for R15-A and Net Lot Area of 11,264.25 sf Existing Allowed Proposed Floor area 4,821.72 sf 4,238.5 sf *4,488.6 sf with 1 TDR 4,462.97 sf *includes landing 1 TDR Maximum height 29’ 1 1/8” 25 feet 24’ 10.5” at highest point Front setback 25 feet 25 feet 25 feet Rear setback 10 feet 10 feet 10 feet Side setback 10 feet 10 feet 10 feet Distance between buildings n/a 10 feet ~11’ 2” The proposed project brings height and floor area into compliance with the underlying zone district as demonstrated in Table 1. (e) Design Standards. The design of the proposed development is compatible with the context and visual character of the area. In meeting this standard, the following criteria shall be used: (1) The design complies with applicable design standards, including those outlined in Chapter 26.410, Residential Design Standards, Chapter 26.412, Commercial Design Standards, and Chapter 26.415, Historic Preservation. (2) The proposed materials are compatible with those called for in any applicable design standards, as well as those typically seen in the immediate vicinity. Exterior materials are finalized during Detailed Review, but review boards may set forth certain expectations or conditions related to architectural character and exterior materials during Project Review. Response – The property complies with all applicable Residential Design Standards as demonstrated in Exhibit D. Proposed materials include wood siding, a stone base, and a metal roof. The roof is solar ready as demonstrated in Exhibit D, and will comply with the newly adopted Residential Demolition and Redevelopment Standards. (f) Pedestrian, bicycle & transit facilities. The development improves pedestrian, bicycle, and transit facilities. These facilities and improvements shall be prioritized over vehicular facilities and improvements. Any vehicular access points, or curb cuts, minimize impacts on existing or proposed pedestrian, bicycle, and transit facilities. The City may require specific designs, mitigation techniques, and implementation timelines be defined as part of the Detailed Review and documented within a Development Agreement. Response – The proposed home does not impact pedestrian, bicycle, or transit facilities. The improved driveway will meet URMP requirements which will capture drainage and runoff down the driveway that impacts the pedestrian experience along Midland Avenue. (g) Engineering Design Standards. There has been accurate identification of engineering design and mitigation techniques necessary for development of the project to comply with the applicable requirements of Municipal Code Title 29—Engineering Design Standards and the City of Aspen Urban Runoff Management Plan (URMP). The City Engineer may require specific designs, mitigation techniques, and implementation timelines be defined as part of the Detailed Review and documented within a Development Agreement. Response – Exhibit G addresses all Engineering Design Standards applicable at this point in the review process. Page 12 of 110 Exhibit A 108 Midland Avenue PD Review Criteria (h) Public Infrastructure and Facilities. The proposed Planned Development shall upgrade public infrastructure and facilities necessary to serve the project. Improvements shall be at the sole costs of the developer. The City Engineer may require specific designs, mitigation techniques, and implementation timelines be defined as part of the Detailed Review and documented within a Development Agreement. Response – Intent to serve letters are included in Exhibit G. This project replaces an existing home that is currently served by public infrastructure. (i) Access and Circulation. The proposed development shall have perpetual unobstructed legal vehicular access to a public way. A proposed Planned Development shall not eliminate or obstruct legal access from a public way to an adjacent property. All streets in a Planned Development retained under private ownership shall be dedicated to public use to ensure adequate public and emergency access. Security/privacy gates across access points and driveways are prohibited. Response – 108 Midland shares a curb cut and driveway with 104 Midland as required by the Ferguson Subdivision plat. A realignment of the driveway is requested to meet current Engineering Design Standards regarding slope and stormwater management, which is proposed to be reflected on an updated plat that accurately depicts the driveway location. Page 13 of 110 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 Free Market 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) BendonAdams 300 South Spring Street, Suite 202, Aspen CO 81611 970.925.2855 Required Land Use Review(s): Growth Management Quota System (GMQS) required fields: x xx x 108 Midland Ave.; Aspen, CO 81611 2737-181-26-110 Midland Properties LLC 808 N. 5th Street; Alpine, TX 79830 sara@bendonadams.com common development, planned developments, minor amendment to project review approval 5,850 Propose to realign driveway and add new development in area noted on plat to require additional review . A minor plat amendment is requested to allow the proposed development to proceed. Lodge Pillows n/a 1Net Leasable square footage n/a Affordable Housing dwelling units n/a n/a Exhibit B Page 14 of 110 101 115 111 201 131126 128 130 125 1230 115 121 127 133 146 138 139 104 108 118 116 114 112 110 110 1235 1195 101 100 107 110 220 515 514 RO B I N S O N R D LACE T L N E C O O P E R A V E PAR K A V E ARD M O R E D R MIDL A N D A V E ARDMO R E C T Date: 9/22/2021 Geographic Information Systems This map/drawing/image is a graphical representation of the features depicted and is not a legal representation. The accuracy may change depending on the enlargement or reduction. Copyright 2021 City of Aspen GIS 0 0.01 0.020.01 mi When printed at 8.5"x11" 4 Legend Urban Growth Boundary (UGB) Emissions Inventory Boundary (EIB) City of Aspen Greenline 8040 Stream Margin Hallam Bluff ESA Historic Sites Historic Districts Parcels Roads Zoomed In Scale: 1:1,226 108 Midland Ave. Vicinity Map Exhibit C Page 15 of 110 Lower Level Wall Label Total Wall Area (Sq Ft) Exposed Wall Area (Sq Ft) Unexposed Wall Area 101X 59.00 0.00 59.00 102X 47.00 0.00 47.00 103X 57.00 38.00 19.00 104X 26.00 2.00 24.00 105X 22.00 2.00 20.00 106X 26.00 2.00 24.00 107X 54.00 37.00 17.00 108X 125.00 0.00 125.00 109X 60.00 0.00 60.00 110X 92.00 0.00 92.00 111X 30.00 0.00 30.00 112X 90.00 0.00 90.00 113X 199.00 185.00 14.00 114X 162.00 49.00 113.00 115X 59.00 0.00 59.00 116X 97.00 0.00 97.00 Overall Total Wall Area (Sq Ft)287.00 Exposed Wall Area (Sq Ft)41.00 % of Exposed Wall (Exposed / Total)14.29% UnExposed Wall Area (Sq Ft)246.00 % of UnExposed Wall (UnExposed / Total)85.71% Main Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) Unexposed Wall Area 201X 258.00 258.00 0.00 202X 56.00 56.00 0.00 203X 56.00 56.00 0.00 204X 76.00 76.00 0.00 205X 56.00 56.00 0.00 206X 139.00 139.00 0.00 207X 64.00 64.00 0.00 208X 97.00 84.00 13.00 209X 32.00 27.00 5.00 210X 96.00 90.00 6.00 211X 36.00 36.00 0.00 212X 112.00 112.00 0.00 213X 177.00 177.00 0.00 214X 112.00 112.00 0.00 215X 62.00 62.00 0.00 216X 104.00 93.00 0.00 Overall Total Wall Area (Sq Ft)1,533.00 Exposed Wall Area (Sq Ft)1,498.00 % of Exposed Wall (Exposed / Total)97.72% UnExposed Wall Area (Sq Ft)24.00 % of UnExposed Wall (UnExposed / Total)1.57% Subgrade Wall Area (Existing) 108 Midland Avenue, Aspen, CO 81611 Existing Lower Level Wall Calculations Lower Level Wall Label Total Wall Area (Sq Ft) Exposed Wall Area (Sq Ft) Unexposed Wall Area 101 59.00 0.00 59.00 102 47.00 0.00 47.00 103 57.00 38.00 19.00 104 26.00 2.00 24.00 105 22.00 2.00 20.00 106 26.00 2.00 24.00 107 54.00 37.00 17.00 108 125.00 0.00 125.00 109 60.00 0.00 60.00 110 92.00 0.00 92.00 111 30.00 0.00 30.00 112 90.00 0.00 90.00 113 199.00 185.00 14.00 114 162.00 49.00 113.00 115 59.00 0.00 59.00 116 97.00 0.00 97.00 Overall Total Wall Area (Sq Ft)1,205.00 Exposed Wall Area (Sq Ft)315.00 % of Exposed Wall (Exposed / Total)26.14% UnExposed Wall Area (Sq Ft)890.00 % of UnExposed Wall (UnExposed / Total)73.86% Main Level Wall Label Total Wall Area (Sq Ft)Exposed Wall Area (Sq Ft) Unexposed Wall Area 201 258.00 258.00 0.00 212 56.00 56.00 0.00 203 56.00 56.00 0.00 204 76.00 76.00 0.00 205 56.00 56.00 0.00 206 139.00 139.00 0.00 207 64.00 64.00 0.00 208 97.00 84.00 13.00 209 32.00 27.00 5.00 210 96.00 90.00 6.00 211 36.00 36.00 0.00 212 112.00 112.00 0.00 213 177.00 177.00 0.00 214 112.00 112.00 0.00 215 62.00 62.00 0.00 216 104.00 93.00 0.00 Overall Total Wall Area (Sq Ft)1,533.00 Exposed Wall Area (Sq Ft)1,498.00 % of Exposed Wall (Exposed / Total)97.72% UnExposed Wall Area (Sq Ft)24.00 % of UnExposed Wall (UnExposed / Total)1.57% Subgrade Wall Area (Proposed) 108 Midland Avenue, Aspen, CO 81611 Existing Lower Level Wall Calculations SUBGRADE EXPOSED AREA SUB-GRADE AREA Z0.06X EXISTING SUBGRADE CALCULATIONS NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Ave. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 108 Midland Avenue 108 Midland Ave Aspen, CO 81611 59 sq ft 47 sq ft 162 sq ft 201X 202X 203X 204X 205X 206X 209X 210X 211X 212X 213X 214X 215X 216X207X208X 96 sq ft 36 sq ft 112 sq ft326 sq ft 56 sq ft 56 sq ft 76 sq ft 56 sq ft 139 sq ft 64 sq ft 97 sq ft 32 sq ft 177 sq ft 240 sq ft 349 sq ft 140 sq ft 13 sq ft 6 sq ft 6 sq ft 59 sq ft 47 sq ft 54 sq ft 13 sq ft 26 sq ft 22 sq ft 26 sq ft 6 sq ft 11 sq ft6 sq ft 8' - 1 / 4 " 7' - 6 1 / 2 " 8' - 1 / 4 " 2' 5' - 6 1 / 2 " 7'-9 1/2"6'-3"7'-6 1/2"3'-5"2'-10 1/2"3'-5"7'-2 1/2"16'-6 3/4"7'-11 1/2"12'-1 3/4"3'-11 1/2"11'-11"26'-5 1/4"21'-5 1/2"7'-9 1/2"12'-11" 32'-2"6'-11 1/2"6'-11 1/2"9'-6"6'-11 1/2"17'-3 3/4"7'-11 1/2"12'-1 3/4"3'-11 1/2"11'-11"4'-6"13'-11 1/2"22'-3/4"22'-1 1/2"32'-2"12'-11" 57 sq ft 54 sq ft 30 sq ft92 sq ft60 sq ft125 sq ft 90 sq ft 199 sq ft 24 sq ft 20 sq ft 24 sq ft 7 sq ft 7 sq ft 5 sq ft 59 sq ft 97 sq ft 150 sq ft WW 38 sq ft WW 38 sq ft 101X EXISTING GRADE 102X 103X 104X 105X 106X 109X 110X 91'-6" T.O. CONC. - LOWER LEVEL 111X 112X 113X 114X 115X 116X 100'-0" T.O. STRUCT. - MAIN LEVEL 107'-10" B.O. STRUCT. - UPPER LEVEL 99'-2" B.O. STRUCT. - MAIN LEVEL 107X 108X EXISTING GRADE 91'-6" T.O. CONC. - LOWER LEVEL 100'-0" T.O. STRUCT. - MAIN LEVEL 107'-10" B.O. STRUCT. - UPPER LEVEL 99'-2" B.O. STRUCT. - MAIN LEVEL 100'-0" T.O. STRUCT. - GARAGE 125 sq ft 60 sq ft 93 sq ft 30 sq ft 90 sq ft 59 sq ft 97 sq ft PATIO 185 sq ft SCALE: 1/8" = 1'-0"1Exsting Subgrade Calculations 0 4'8'16' Page 16 of 110 Z0.07X EXISTING FAR CALCULATIONS NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Ave. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 108 Midland Avenue 108 Midland Ave Aspen, CO 81611 DECK AREAS (Land Use Code, 26.575.020.4) THE CALCULATION OF FLOOR AREAS SHALL NOT INCLUDE DECKS OR EXTERIOR STAIRWAYS UNLESS THE AREA OF THESE FEATURES IS GREATER THAN 15% OF THE ALLOWABLE FLOOR AREA FOR THE PROPERTY. IF THE AREA OF THSES FEATURES EXCEEDS 15% OF THE PROPERTY'S ALLOWABLE FLOOR AREA, ONLY THE AREAS IN EXCESS OF 15% SHALL BE ATTRIBUTED TOWARDS THE ALLOWABLE FLOOR AREA. GARAGE EXEMPTION (Land Use Code, 26.575.020-2) IN ZONE DISTRICTS OTHER THAN THE R-15B ZONE DISTRICT, PROPERTIES CONTAINING SOLELY A SINGLE -FAMILY, TWO (2) SINGLE FAMILY RESIDENCES , OR A DUPLEX , THE GARAGE AND CARPORT AREA SHALL BE EXCLUDED FROM THE CALCULATION OF FLOOR AREA AS FOLLOWS : Table 26.575.020-2 SIZE OF GARAGE AREA EXCLUDED PER PRIMARY DWELLING UNIT (NOT INCLUDING OR CARPORT ACCESSORY DWELLING UNITS OR CARRIAGE HOUSES) FIRST 0-250 SF 100% OF THE AREA NEXT 251-500 SF 50% OF THE AREA AREAS ABOVE 500 SF NO AREA EXCLUDED PATIO AREAS (Land Use Code, 26.575.020.6) PATIOS DEVELOPED AT OR WITHIN 6 INCHES OF FINISHED GRADE SHALL NOT BE COUNTED TOWARDS FLOOR AREA. WHEN ROOF OVERHANDS OR SIMILAR ARCHITECTURAL PROJECTIONS EXCEED 4 FEET, THE ENTIRE COUNTS TOWARDS FLOOR AREA. FLOOR AREA RATIO (Land Use Code) THE TOTAL FLOOR AREA OF ALL STRUCTURES ON A LOT DIVIDED BY THE LOT AREA. FLOOR AREA (Land Use Code) THE SUM TOTAL OF THE GROSS HORIZONTAL AREAS OF EACH STORY OF THE BUILDING MEASURED FROM THE EXTERIOR WALLS OF THE BUILDING. (SEE SUPPLEMENTARY REGULATIONS - SECTION 26.575.020, CALCULATIONS AND MEASUREMENTS STAIR AND ELEVATOR EXEMPTION (Land Use Code 26.575.020.D) WHEN CALCULATING VERTICAL CIRCULATION, THE CIRCULATION ELEMENT SHALL BE COUNTED AS FOLLOWS: A) FOR STAIRS AND ELEVATORS , THE AREA OF THE FEATURE SHALL BE PROJECTED DOWN AND COUNTED ON THE LOWEROF THE TWO LEVELS CONNECTED BY THE ELEMENT AND NOT COUNTED AS FLOOR AREA ON THE TOP-MOST INTERIOR FLOOR SERVED BY THE ELEMENT. MINIMUM NET LOT AREA PER DWELLING UNIT (SQUARE FEET) ( Land Use Code 26.710.060) A) DETACHED RESIDENTIAL DWELLING: FIFTEEN THOUSAND (15,000). FOR HISTORIC LANDMARK PROPOERTIES: THREE THOUSAND (3000) B) DUPLEX: SEVEN THOUSAND, FIVE HUNDRED (7,500). FOR HISTORIC LANDMARK PROPOERTIES: THREE THOUSAND (3000) C) BED AND BREAKFAST, BOARDINGHOUSE: NO REQUIREMENT FAR FLOOR AREA GARAGE DECK EXEMPT BUILT INPLANTER FLOOR AREA (Land Use Code) THE SUM TOTAL OF THE GROSS HORIZONTAL AREAS OF EACH STORY OF THE BUILDING MEASURED FROM THE EXTERIOR WALLS OF THE BUILDING. (SEE SUPPLEMENTARY REGULATIONS - SECTION 26.575.020, CALCULATIONS AND MEASUREMENTS MINIMUM NET LOT AREA PER DWELLING UNIT (SQUARE FEET) ( Land Use Code 26.710.060) A) DETACHED RESIDENTIAL DWELLING: FIFTEEN THOUSAND (15,000). FOR HISTORIC LANDMARK PROPOERTIES: THREE THOUSAND (3000) B) DUPLEX: SEVEN THOUSAND, FIVE HUNDRED (7,500). FOR HISTORIC LANDMARK PROPOERTIES: THREE THOUSAND (3000) C) BED AND BREAKFAST, BOARDINGHOUSE: NO REQUIREMENT N 16 ' - 6 3 / 4 " 12 ' - 1 3 / 4 " 7'-2 1/8" 22 ' - 1 1 / 2 " 7'-9 1/2" 7'-9 1/2" 12 ' - 1 1 " 11 ' - 1 1 " 22 ' - 1 1 / 2 " 16 ' - 6 3 / 4 " 12 ' - 1 3 / 4 " 7'-2 1/8" 22 ' - 1 1 / 2 " 7'-9 1/2" 7'-9 1/2" 12 ' - 1 1 " 11 ' - 1 1 " 22 ' - 1 1 / 2 " 14 ' - 1 0 1 / 4 " 102X 103X 104X 105X 106X 107X 108X 109X 110X 111X 112X 114X 115X 116X 101X UP D I 2 2 10 10 9 9 6 6 4 4 1 1 3 3 7 7 5 5 A B C H K J G 8 8 E F 11 11 26'-5 1/4"26'-5 1/4" 113X EXISTING BASEMENT 1,168 sq ft EXISTING COVERED PATIO 349 sq ft DECK 64 sq ft EXEMPT GARAGE 250 sq ft GARAGE NON-EXEMPT 142 sq ft 26 ' - 3 " 32'-1 1/2" 22 ' - 1 1 / 2 " 22'-3/4" 6' - 1 1 1 / 2 " 32'-2" 6'-11 1 / 2 " 9'-6"6'-11 1/ 2 " 11 ' - 1 1 " 4'-5 1/2" 13 ' - 1 1 1 / 2 " 17 ' - 3 3 / 4 " 3'-11 1/2" 12 ' - 1 3 / 4 " 7'-11 1/2" 202X 203X 204X 205X 206X 207X 208X 209X 210X 211X214X 215X 216X 201X 212X 213X DECK 96 sq ft D I 2 2 10 10 9 9 6 6 4 4 1 1 3 3 7 7 5 5 A B C H K J G 8 8 E F 11 11 GARAGE @ 50% 250 sq ft EXISTING FIRST FLOOR 1,592 sq ft EXEMPT STAIR DECK 901 sq ft D I 2 2 10 10 9 9 6 6 4 4 1 1 3 3 7 7 5 5 A B C H K J G 8 8 E F 11 11 DECK 172 sq ft EXISTING SECOND FLOOR 1,389 sq ft DECK 64 sq ft EXEMPT STAIR NET LOT AREA ZONE DISTRICT REQUIREMENTS REFERENCE MIN. GROSS LOT AREA (PER R-15A)15, 000 SF 26.710.060 MIN. NET LOT AREA (PER R-15A)15, 000 SF 26.710.060 LOT SIZE PER SURVEY 15,019.00 REFERENCE REDUCTIONS FOR AREA WITH SLOPES 0%-20% (100% OF PARCEL AREA TO BE INCLUDED IN THE NET LOT AREA)15,019 x 25%SURVEY 26.575.020-1 TOTAL AREA REDUCTIONS 15,019 - 3754.75 NET LOT AREA 11,264.25 SF ALLOWABLE FLOOR AREA 4,080 SF OF FLOOR AREA, PLUS 7 SF PER EACH ADD'L 100 SF 11,264.25 - 9,000 = 2,264.25 2,264.25/ 100 = 22.64 22.64*7 = 158.5 SF 4, 080 SF + 158.5 SF = 4,238.5 SF TOTAL ALLOWABLE AREA 4238.5 SF ALLOWABLE EXEMPT DECK 4238.5 x 15% = 635.78 FLOOR AREA BASEMENT AREA (2,048 x 11.74%) 349.9719 FIRST FLOOR AREA (2,119 x 87.10%) 2,039.54 GARAGE LEVEL (250 SF EXEMPT) 250 GARAGE LEVEL (250 x 50%)125 GARAGE LEVEL ( NOT EXEMPT 267 SF x 96.25%)256.9875 SECOND FLOOR AREA 1,389 TOTAL FLOOR AREA 4410.4969 4,410.50 - 250 = 4,160.50 SF FIRST FLOOR DECK 160 SECOND FLOOR DECK 1137 TOTAL DECK 1297 ALLOWABLE EXEMPT DECK 635.78 TOTAL DECK FLOOR AREA 1297 - 635.78 = 661.22 SF TOTAL FLOOR AREA 4,160.50 + 661.22 4,821.72 SF 4238.5 - 4,821.72 583.22 THE EXISTING HOUSE IS 583.22 SF OVER THE ALLOWABLE AREA SCALE: 1/8" = 1'-0"1Existing Basement FAR 0 4'8'16'SCALE: 1/8" = 1'-0"2Existing First Floor FAR 0 4'8'16'SCALE: 1/8" = 1'-0"3Existing Second Floor FAR 0 4'8'16' Page 17 of 110 Z0.08X EXISTING NET LIVABLE CALCULATIONS NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Ave. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 108 Midland Avenue 108 Midland Ave Aspen, CO 81611 NET LIVABLE AREA NET LIVABLE AREA NET LIVEABLE AREA THE AREAS WITHIN A BUILDING DESIGNED TO BE USED FOR HABITATIONAND HUMAN ACTIVITY N UP D I 2 2 10 10 9 9 6 6 4 4 1 1 3 3 7 7 5 5 A B C H K J G 8 8 E F 11 11 EXISTING BASEMENT 1,026 sq ft DECK 64 sq ft DECK 96 sq ft 2 2 10 10 9 9 6 6 4 4 1 1 3 3 7 7 5 5 8 8 11 11 EXISTING FIRST FLOOR 2,121 sq ft DECK DECK DECK D I 2 2 10 10 9 9 6 6 4 4 1 1 3 3 7 7 5 5 A B C H K J G 8 8 E F 11 11 EXISTING SECOND FLOOR 1,382 sq ft SCALE: 1/8" = 1'-0"1Existing Basement Net Livable 0 4'8'16'SCALE: 1/8" = 1'-0"2Existing First Floor Net Livable 0 4'8'16'SCALE: 1/8" = 1'-0"3Existing Second Floor Net Livable 0 4'8'16' EXISTING NET LIVABLE AREA BASEMENT AREA 1,026 SF FIRST FLOOR AREA 2,121 SF SECOND FLOOR AREA 1,382 SF TOTAL EXISTING NET LIVABLE AREA 4,529 SF Page 18 of 110 Z0.09X EXISTING MITIGATION CALCULATIONS NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Ave. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 108 Midland Avenue 108 Midland Ave Aspen, CO 81611 FLOOR AREA MITIGATION DEFINITION (Land Use Code, 26.575.020-2) FLOOR AREA SHALL BE ATTRIBUTED TO THE LOT OR PARCEL UPON WHICH IT IS DEVELOPED . IN MEASUREING A BUILDING FOR THE PURPOSES OF CALCULATING FLOOR AREAS, THERE SHALL BE INCLUDED ALL AREAS WITHIN THE SURROUNDING EXTERIOR WALLS OF THE BUILDING. WHEN MEASURING FROM THE EXTERIOR WALLS, THE MEASUREMENT SHALL BE TAKEN FROM THE EXTERIOR FACE OF FRAMING, EXTERIOR FACE OF STRUCTURAL BLOCK, EXTERIOR FACE OF STRAW BALE, OR SIMILAR EXTERIOR SURFACE OF THE NOMINAL STRUCTURE EXCLUDING SHEATHING, VAPOR BARRIER , WEATHERPROOFING MEMBRANE, EXTERIOR-MOUNTED INSULATION SYSTEMS, AND EXCLUDING ALL EXTERIOR VENEER AND SURFACE TREATMENTS SUCH AS STONE, STUCCO, BRICKS, SHINGLES, CLAPBOARDS, OR OTHER SIMILAR EXTERIOR VENEER TREATMENTS. Table 26.575.020-2 SIZE OF GARAGE AREA EXCLUDED PER PRIMARY DWELLING UNIT OR CARPORT (NOT INCLUDING ACCESSORY DWELLING UNITS OR CARRIAGE HOUSES) FIRST 0-250 SF 100% OF THE AREA NEXT 251-500 SF 50% OF THE AREA AREAS ABOVE 500 SF NO AREA EXCLUDED MITIGATION MITIGATION AREA N UP D I 2 2 10 10 9 9 6 6 4 4 1 1 3 3 7 7 5 5 A B C H K J G 8 8 E F 11 11 EXISTING BASEMENT 1,080 sq ft DECK DECK 2 2 10 10 9 9 6 6 4 4 1 1 3 3 7 7 5 5 8 8 11 11 EXISTING FIRST FLOOR 2,268 sq ft DECK DECK DECK D I 2 2 10 10 9 9 6 6 4 4 1 1 3 3 7 7 5 5 A B C H K J G 8 8 E F 11 11 EXISTING SECOND FLOOR 1,384 sq ft SCALE: 1/8" = 1'-0"1Existing Basement Mitigation 0 4'8'16'SCALE: 1/8" = 1'-0"2Existing First Floor Mitigation 0 4'8'16'SCALE: 1/8" = 1'-0"3Existing Second Floor Mitigation 0 4'8'16' EXISTING MITIGATION AREA BASEMENT AREA 1,080 SF FIRST FLOOR AREA 2,268 SF SECOND FLOOR AREA 1,384 SF TOTAL MITIGATION AREA 4,732 SF Page 19 of 110 Z0.10X EXISTING GROSS FIRE AREA CALCULATIONS NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Ave. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 108 Midland Avenue 108 Midland Ave Aspen, CO 81611 FIRE AREA THE AGGREGATE FLOOR AREA ENCLOSED AND BOUNDED BY FIRE WALLS, EXTERIOR WALLS, OR FIRE-RESITANCE RATED HORIZONTAL ASSEMBLIES OF A BUILDING . AREAS OF THE BUILDING NOT PROVIDED WITH SURROUNDING WALLS SHALL BE INCLUDED IN THE FIRE AREA IF SUCH AREAS ARE INCLUDED WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR ABOVE. GROSS AREA GROSS AREA COVEREDOUTDOOR AREA N COVERED AREA 350 sq ft UP D I 2 2 10 10 9 9 6 6 4 4 1 1 3 3 7 7 5 5 A B C H K J G 8 8 E F 11 11 EXISTING BASEMENT GROSS AREA 1,093 sq ft DECK DECK 2 2 10 10 9 9 6 6 4 4 1 1 3 3 7 7 5 5 8 8 11 11 COVERED AREA 161 sq ft EXISTING FIRST FLOOR GROSS AREA 2,268 sq ft EXISTING SECOND LEVEL GROSS AREA 1,485 sq ft DECK DECK D I 2 2 10 10 9 9 6 6 4 4 1 1 3 3 7 7 5 5 A B C H K J G 8 8 E F 11 11 SCALE: 1/8" = 1'-0"1Existing Basement Gross Area 0 4'8'16'SCALE: 1/8" = 1'-0"2Existing First Floor Gross Area 0 4'8'16'SCALE: 1/8" = 1'-0"3Existing Second Floor Gross Area 0 4'8'16' GROSS FIRE AREA BASEMENT AREA 1,093 SF FIRST FLOOR AREA 2,268 SF SECOND FLOOR AREA 1,485 SF COVERED EXTERIOR AREA 511 SF TOTAL GROSS FIRE AREA 5,357 SF Page 20 of 110 Z0.13X HEIGHT OVER TOPOGRAPHY NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Ave. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 108 Midland Avenue 108 Midland Ave Aspen, CO 81611 DEFINITIONS (SECTION 26.104.100) HEIGHT, BUILDING THE HEIGHT OF A BUILDING SHALL BE THE MAXIMUM DISTANCE POSSIBLE MEASURED VERTICALLY FROM NATURAL GRADE AT ANY POINT WITHIN THE INTERIOR OF THE BUILDING; AND FROM NATURAL OR FINISHED GRADE (WHICHEVER IS LOWER) AT ANY POINT AROUND THE PERIMETER OF THE BUILDING TO THE HIGHEST POINT OR STRUCTURE WITHIN A VERICAL PLANE. (SEE SUPPLEMENARY REGULATIONS SECTION 26.575.020, MEASURMENT AND CALCULATIONS). HEIGHT OVER TOPOGRAPHY HEIGHTS ARE MEASURED TO THE MOST RESTRICTIVE GRADE. N 4 Z0.14X 1 Z0.14X 2 Z0.14X A LINE OF WALL BELOW HEIGHT OVER TOPO MEASURED PER COA MUNICIPAL CODE CHAPTER 26.575.020 EXISTINGEXISTING EX I S T I N G EX I S T I N G EXISTING DECK BELOW SCALE: 1/4" = 1'-0"1Existing Height Over Topography 0 2'4'8' A - ROOF LABEL ROOF HEIGHT ROOF HEIGHT - 8003'-1 1/8" 29'-1 1/8" SITE EXISITING - 7974'" Page 21 of 110 Z0.14X HEIGHTS NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Ave. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 108 Midland Avenue 108 Midland Ave Aspen, CO 81611 HEIGHT OVER TOPOGRAPHY HEIGHTS ARE MEASURED TO THE MOST RESTRICTIVE GRADE. DEFINITIONS (SECTION 26.104.100) HEIGHT, BUILDING THE HEIGHT OF A BUILDING SHALL BE THE MAXIMUM DISTANCE POSSIBLE MEASURED VERTICALLY FROM NATURAL GRADE AT ANY POINT WITHIN THE INTERIOR OF THE BUILDING; AND FROM NATURAL OR FINISHED GRADE (WHICHEVER IS LOWER) AT ANY POINT AROUND THE PERIMETER OF THE BUILDING TO THE HIGHEST POINT OR STRUCTURE WITHIN A VERICAL PLANE. (SEE SUPPLEMENARY REGULATIONS SECTION 26.575.020, MEASURMENT AND CALCULATIONS). A B C D G H I J KEF H G D C B AKJIEF 10 9 8 7 6 5 4 3 2 111 29 ' - 1 1 / 8 " 1 2 3 4 5 6 7 8 9 10 SCALE: 1/8" = 1'-0"2Existing East Elevation 0 4'8'16' SCALE: 1/8" = 1'-0"4Existing West Elevation 0 4'8'16' SCALE: 1/8" = 1'-0"1Existing North Elevation 0 4'8'16' SCALE: 1/8" = 1'-0"3Existing South Elevation 0 4'8'16' A - ROOF LABEL ROOF HEIGHT ROOF HEIGHT - 8003'-1 1/8" 29'-1 1/8" SITE EXISITING - 7974'" Page 22 of 110 COVER.1 COVER SHEET NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 PROJECT SITE COUNCIL 1/30/2023 Haynes Residence 108 Midland Avenue, Aspen, CO PROJECT DIRECTORY Oddo Engineering (STRUCTURAL ENGINEER) 713 Cooper Avenue CONTACT: Robert Oddo Glenwood Springs, CO 81601 (970) 945-1006 bob@oddogws.com Red Room Design (ARCHITECT OF RECORD) 1001 Grand Ave, Suite 103 CONTACT: Steven May Glenwood Springs, CO 81601 (970) 413-3144 stevenm@redroom-design.com Midland Properties LLC (OWNER) 808 N 5th Street CONTACT: Justin Haynes Alpine, TX 79830 Giant Properties (CONTRACTOR) PO Box 2652 CONTACT: Judd Clarence Aspen, CO 81612 (970) 688-1804 judd@giantpropertiesinc.com Aspen Survey (SURVEY) 210 S Galena Street #22 CONTACT: Michael Lafferty Aspen, CO 81611 (970) 925-3816 surveyor@email.com Escape Garden Design (LANDSCAPE) 312-E AABC CONTACT: Jennifer Dolecki-Smith Aspen, CO 81611 (970) 920-3700 jennifer@escapegardendesign.com Kumar + Associates (GEOTECHNICAL ENGINEER) 5020 County Road 154 CONTACT: Dan Hardin Glenwood Springs, CO 81801 (970) 945-7988 kaglenwood@kumarusa.com Crystal River Civil (CIVIL ENGINEER) 1101 Village Road UL-4C CONTACT: Jay Engstrom Carbondale, CO 81623 (970) 404-1144 jay@crystalrivercivil.com Bendon Adams (PLANNER) 300 S Spring Street #202 CONTACT: Sara Adams Aspen, CO 81611 (970) 925-2855 sara@bendonadams.com Andersson/Wise (ARCHITECT OF DESIGN) 807 Brazos Street Suite 800 CONTACT: Ryan Oliason Austin, TX 78701 (512) 866-3523 ryan@anderssonwise.com The Renner Project (INTERIOR DESIGNER) 30118 N Lamar Boulevard CONTACT: Kimberly Renner Austin, TX 78705 (512) 917-4211 ktr@therennerproject.com Brema Engineering (MECHANICAL) 783 Second Street CONTACT: Brent Wilson Aspen CO81631 (970) 390-7673 brent@bremaengr.com PROJECT INFO JURISDICTION: City of Aspen PARCEL ID : 273718126110 LEGAL DESC: SUBDIVISION: Ferguson Exemption - LOT: 1 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) Zoning: R-15A District Climate Zone: 7 Height Limit: 25'-0" Page 23 of 110 COVER.2 COVER SHEET NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 D101 A R1 I301 1 3 24 A401 101 1 A301 1 A401 1 ENTRY 101 ZONE MATCH LINEMATCH GRID ELEVATION SECTION DETAIL SECTION INTERIOR ELEVATION SPOT DOOR WINDOW W1 ASSEMBLY DETAIL CALLOUTA601 1 DRAWING REVISION SYMBOL LEGEND DRAWING INDEXMATERIAL LEGEND CONCRETE MDF EARTH SHEATHING GLASS STEEL GRAVEL STONE GWB WOOD INSULATION A AAD ATTIC ACCESS DOOR AB ANCHOR BOLT ACOUS ACOUSTICAL ACP ACOUSTIC CEILNG PANEL ACT ACOUSTIC CEILING TILE AD AREA DRAIN, ACCESS DOOR ADD ADDENDUM ADD'N ADDITION, ADDITIONAL ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR AGGR AGGREGATE ALT ALTERNATE ALUM ALUMINUM ANCH ANCHOR ANOD ANODIZED AOR AREA OF REFUGE AP ACCESS PANEL APPROX APPROXIMATELY ARCH ARCHITECT, ARCHITECTURAL ASPH ASPHALT ASS'T ASSITANT ASS'Y ASSEMBLY AT ASH TRAY AUTO AUTOMATIC AUX AUXILIARY B BPL BASE PLATE BF BARRIER FREE BM BENCHMARK BOS BOTTOM OF SLAB BUR BUILT-UP ROOFING BD BOARD BEV BEVELED BITUM BITUMINOUS BKR BD BACKER BOARD BLDG BUILDING BLK'G BLOCKING BLK BLOCK BM BEAM BO BOTTOM OF BOTT BOTTOM BR'G BEARING BSM'T BASEMENT BS BOTH SIDES BSPL BACKSPLASH BTW BETWEEN C CB CATCH BASIN CC CENTER TO CENTER C HT CEILING HEIGHT CI CAST IRON CIP CAST-IN-PLACE CJ CONTROL JOINT CL CENTER LINE CMU CONCRETE MASONRY UNIT CO CLEAN OUT CP CEMENT PLASTER CT CERAMIC TILE CW COLD WATER CAB CABINET CDR CEDAR CEM CEMENT, CEMENTITIOUS CER CERAMIC CH CHANNEL CLG CEILING CLO CLOSET CLOS CLOSURE CLR CLEAR CNTR COUNTER COL COLUMN COMP COMPOSITE, COMPACTED CONC CONCRETE CONF CONFERENCE CONN CONNECT, CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CORR CORRIDOR, CORRUGATED CPT CARPET CTR CENTER CTSK COUNTERSUNK D D DRYER DF DRINKING FOUNTAIN DL DEAD LOAD DO DOOR OPENING DP DAMPPROOFING DS DOWNSPOUT DSP DRY SRANDPIPE DW DISHWASHER DBL DOUBLE DEMO DEMOLITION, DEMOLISH DEPT DEPARTMENT DET DETAIL DIA DIAMETER DIFF DIFFERENCE, DIFFUSER DIM DIMENSION DIR DIRECTION, DIRECTORY DISP DISPENSER DISPO DISPOSAL DN DOWN DO DITTO DR DOOR DWG DRAWING DWR DRAWER ABBREVIATIONS E E EAST EF EXHAUST FAN EJ EXPANSION JOINT EO ELECTRICAL OUTLET EP ELEXTRICAL PANELBOARD ES EXIT SIGN EW EACH WAY EWC ELECTRICAL WATER COOLER EA EACH EL ELEVATION ELAS WP ELASTOMETRIC WATERPROOFING ELEC ELECTRIC, ELECTRICAL ELEV ELEVATOR ELIM ELIMINATE EMER EMERGENCY ENAM ENAMEL ENCL ENCLOSURE ENVIR ENVIRONMENT EQ EQUAL EQPT EQUIPMENT EXC EXCAVATED EXP EXPANSION EXP B EXPANSION BOLT EXPO EXPOSED EXST EXISTING EXT EXTERIOR F FA FIRE ALARM FB FLAT BAR FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISHED FLOOR FH FIRE HYDRANT, FRAME WIDTH FHC FIRE HYDRANT CABINET FO FINISHED OPENING FOC FACE OF CONCRETE FOF FACE OF FINISH FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FOM FACE OF MASONRY FP FLOOR PLAN FS FULL SIZE FSS FLOOR SERVICE SINK FAB FABRIC FAST FASTENER FDN FOUNDATION FIN FINISH FIXT FIXTURE FLASH FLASHING FLR FLOOR FRPF FIREPROOF FT FEET, FOOT FTG FOOTING FURN FURNISH, FURNISHED FURR FURRING FUT FUTURE G G GAS GC GENERAL CONTRACTOR GC GYPSUM CONCRETE GFI GROUNF FAULT INTERRUPTOR GFRC GLASS FIBER REINFORCED CONCRETE GFRG GROUND FAULT REINFORCED GYPSUM GR GUARD RAIL GSM GALVANIZED SHEET METAL GWB GYPSUM WALL BOARD GA GAUGE GALV GALVANIZED GEN GENERAL GL GLASS GND GROUND GR GRADE GYP GYPSUM H HB HOSE BIB HC HOLLOW CORE HCWD HOLLOW CORE WOOD DOOR HM HOLLOW METAL HP HIGH POINT HVAC HEATING, VENTILATION, AIR CONDITIONING HW HOT WATER HWH HOT WATER HEATER HC HANDICAPPED HD HEAD HDWD HARDWOOD HDWR HARDWARE HGR HANGER HGT HEIGHT HORIZ HORIZONTAL HR HANDRAIL HR HOUR HYD HYDRANT I ID INSIDE DIAMETER (DIM) IN or INCH OR INCHES INFO INFORMATION INSUL INSULATION OR INSULATED INT INTERIOR J JAN JANITOR JST JOIST JT JOINT K KOP KNOCK-OUT PANEL KIT KITCHEN L LH LEFT HAND LL LIVELOAD LP LOW POINT LS LIGHT SWITCH LAM LAMINATE LAV LAVATORY LKR LOCKER LT LIGHT LT WT LIGHTWEIGHT M MC MEDICINE CABINET MO MASONTRY OPENING MACH MACHINE MARB MARBLE MAS MASONRY MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MED MEDIUM MED CAB MEDICINE CABINET MEMB MEMBRANE MET/MTL METAL OR METALIC MEZZ MEZZANINE MFR MANUFACTURER MH MANHOLE MICR MICROWAVE OVEN MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MTD MOUNTED MUL MULLION N N NORTH NIC NOT IN CONTRAST NTS NOT TO SCALE NO NUMBER NOM NOMINAL O OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER (DIM) OH OPPOSITE HAND OH OVERHEAD OP ORIGIN POINT OBS OBSCURE OFF OFFICE OPN'G OPENING OPP OPPOSITE P LBS POUNDS P LAM PLASTIC LAMINATE PC PRE-CAST PH PANIC HARDWARE PS PROJECTION SCREEN PSF POUNDS PER SQUARE FOOT PSL PARALLEL STRAND LUMBER PT PLATE PVC POLYVINYL CHLORIDE PERF PERFORATED PERIM PERIMETER PL PLATE PLAS PLASTER PLYWD PLYWOOD PNL PANEL PR PAIR PROP PROPERTY PT POINT PTD PAINTED PTN PARTITION PVM'T PAVEMENT PWR POWER Q QT QUARRY TILE R R RISER RD ROOF DRAIN RDO ROOF DRAIN OVERFLOW RO ROUGH OPENING RAD RADIUS REF REFERENCE REFL REFLECTED REFR REFRIGERATOR REINF REINFORCED REQ'D REQUIRED RESIL RESILIENT RET RETAINING REV REVISED, REVISION RF'G ROOFING RGTR REGISTER RM ROOM RND ROUND RWD REDWOOD S S SOUTH OR SINK SC SOLID CARE SD SMOKE DETECTOR SDISP SOAP DISPENSER SF SQUARE FEET (FOOT) SJ SEALANT JOINT SAN SANITARY SCHED SCHEDULE SCR SCUPPER SECT SECTION SG SAFETY GLASS SH SHELF SHR SHOWER SHT'G SHEATHING SHT SHEET SIM SIMILAR SL SLOPE SL TD SLOPE TO DRAIN SLNT SEALANT SNGL SINGLE SP SPRINKLER SPEC SPECIFICATION SPK'R SPEAKER SQ SQUARE SST STAINLESS STEEL ST'D STANDARD STA STATION STAG'D STAGED STD STAINED STL STEEL STOR STORAGE STRUC STRUCTURAL SURF SURFACE SUSP SUSPENDED SYM SYMMETRICAL SYMBOL # POUND, NUMBER & AND @ AT L ANGLE T T TREAD T&G TONGUE & GROOVE T'HLD THRESHOLD TB TOWEL BAR TBD TO BE DETERMINED TC TRASH COMPACTOR TOC TOP OF CONCRETE TOP TOP OF PLATE TOS TOP OF STEEL TOW TOP OF WALL TP TOP OF PAVEMENT TPH TOILET PAPER HOLDER TV TELEVISION TEL TELEVISION TEMP TEMPATURE TEMP GL TEMPERED GLASS THK THICK TRTD TREATED TYP TYPICAL U UL UNDERWRITER'S LABORATIES, INC UON UNLESS OTHERWISE NOTED UNF UNFINISHED UR URINAL V V VOLT VCT VINYL COMPOSITION TILE VIF VERIFY IN FIELD VP VENEER PLASTER VAR VARIES VERT VERTICAL VEST VESTIBULE W W WEST, WEATHER WC WATER CLOSET W GRO WINDOW GROUPING WH WATER HEATER WR WATER RESISTANT WWM WELDED MESH WIRE W/ WITH W/O WITHOUT WD WOOD WDE WINDOW WP WATERPROOF(ING) WSCT WAINSCOT WT WEIGHT Y YD YARD Z0.05 Z0.06 Z0.07 Z0.08 Z0.09 Z0.10 SURVEY SUBGRADE CALCULATIONS FAR CALCULATIONS NET LIVABLE CALCULATIONS MITIGATION CALCULATIONS GROSS FIRE AREA GENERAL COVER.1 COVER.2 COVER SHEET COVER SHEET PLANS Z0.13 Z0.13 Z0.14 Z0.15 HEIGHT OVER TOPOGRAPHY HEIGHT ELEVATIONS - MH HEIGHT ELEVATIONS - OFFICE 15' BASEMENT PLAN ELEVATIONS A0.02 A0.03 A0.04 A0.05 A0.06 A0.07 A0.08 A2.01 A2.02 A2.03 A2.04 A2.05 A2.06 PROPOSED SITE AND EXTERIOR LIGHTING PLAN MH- BASEMENT PLAN MH - FIRST FLOOR PLAN MH - SECOND FLOOR PLAN MH - ROOF PLAN OFFICE - PLANS TRASH ENCLOSURE - PLANS MH - EXTERIOR ELEVATIONS MH - EXTERIOR ELEVATIONS MH - EXTERIOR ELEVATIONS MH - EXTERIOR ELEVATIONS OFFICE - EXTERIOR ELEVATIONS TRASH ENCLOSURE - EXTERIOR ELEVATIONS ZONING Page 24 of 110 Page 25 of 110 Z0.06 SUBGRADE CALCULATIONS NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 SUBGRADE EXPOSED AREA SUB-GRADE AREA 9' - 3 1 / 4 " T.O. PLY - MAIN LEVEL B.O. STRUCT - SECOND LEVEL T.O. STRUCT. CONC. - GARAGE 39 sq ft 531 sq ft WW 29 sq ft WW 11 sq ft 35 sq ft 402 sq ft 7 sq ft WW 77 sq ft WW 28 sq ft 11'-0"10'-8 7/8"35'-9 5/8"34'-10 1/2"35'-9 5/8"11'-1 7/8"7'-8"10'-2"8'-8 1/2" 9' - 5 1 / 4 " 9' - 3 1 / 4 " 73'-5 1/2"34'-10 1/2"17'-5 1/2" 2'-11 1/2" 18'-10"4'-0"11'-9 1/2"7'-7 1/2"14'-4 1/2"24'-2 1/2" 5' - 4 3 / 4 " 323 sq ft 162 sq ft681 sq ft 27 sq ft 37 sq ft 109 sq ft175 sq ft 233 sq ft 273 sq ft 329 sq ft 432 sq ft 81 sq ft511 sq ft 22 sq ft 406 sq ft 329 sq ft 371 sq ft 81 sq ft T.O. STRUCT. CONC. - BASEMENT LEVEL B.O. STRUCT - FIRST LEVEL T.O. PLY - MAIN LEVEL B.O. STRUCT - SECOND LEVEL 1 2 3 4 5 6 B.O. STRUCT - GARAGE 9 10 11 12 13 14 15 16 17 18 T.O. STRUCT. CONC. - CRAWL PROPOSED GRADE T.O. STRUCT. CONC. - GARAGE EXISTING GRADE CRAWLCRAWLCRAWL 39 sq ft22 sq ft SUBGRADE WALL AREA LOWER LEVEL WALL TOTAL WALL AREA (SF) EXPOSED WALL AREA (SF) UNEXPOSED WALL AREA (SF) 1 511 105 406 2 329 0 329 3 432 61 371 4 22 0 22 5 39 0 39 6 81 0 81 OVERALL TOTAL WALL AREA (SF)1,414 EXPOSED WALL AREA (SF)166 % OF EXPOSED WALL (EXPOSED/ TOTAL)11.74% UNEXPOSED WALL AREA (SF) 1248 % OF UNEXPOSED WALL (UNEXPOSED/ TOTAL)88.26% MAIN LEVEL WALL TOTAL WALL AREA (SF) EXPOSED WALL AREA (SF) UNEXPOSED WALL AREA (SF) 9 681 674 7 10 323 288 35 11 162 162 0 12 27 27 0 13 175 175 0 14 37 37 0 15 109 109 0 16 233 233 0 17 273 273 0 18 531 129 402 OVERALL TOTAL WALL AREA (SF)2,419 EXPOSED WALL AREA (SF)2,107 % OF EXPOSED WALL (EXPOSED/ TOTAL)87.10% UNEXPOSED WALL AREA (SF) 444 % OF UNEXPOSED WALL (UNEXPOSED/ TOTAL)18.35% OFFICE MAIN LEVEL WALL TOTAL WALL AREA (SF) EXPOSED WALL AREA (SF) UNEXPOSED WALL AREA (SF) 19 142 121 21 20 182 182 0 21 142 139 3 22 182 154 28 OVERALL TOTAL WALL AREA (SF)648 EXPOSED WALL AREA (SF)596 % OF EXPOSED WALL (EXPOSED/ TOTAL)91.98% UNEXPOSED WALL AREA (SF) 52 % OF UNEXPOSED WALL (UNEXPOSED/ TOTAL)8.02% SUBGRADE WALL AREALOWER LEVEL WALL TOTAL WALL AREA (SF) EXPOSED WALL AREA (SF) UNEXPOSED WALL AREA (SF)1 511 105 40623290329343261371422022539039681081OVERALL TOTAL WALL AREA (SF)1,414EXPOSED WALL AREA (SF)166% OF EXPOSED WALL (EXPOSED/ TOTAL)11.74%UNEXPOSED WALL AREA (SF) 1248 % OF UNEXPOSED WALL (UNEXPOSED/ TOTAL)88.26% MAIN LEVEL WALL TOTAL WALL AREA (SF) EXPOSED WALL AREA (SF) UNEXPOSED WALL AREA (SF) 9 681 674 7 10 323 288 35 11 162 162 0 12 27 27 0 13 175 175 0 14 37 37 0 15 109 109 0 16 233 233 0 17 273 273 0 18 531 129 402 OVERALL TOTAL WALL AREA (SF)2,419 EXPOSED WALL AREA (SF)2,107 % OF EXPOSED WALL (EXPOSED/ TOTAL)87.10% UNEXPOSED WALL AREA (SF) 444 % OF UNEXPOSED WALL (UNEXPOSED/ TOTAL)18.35% OFFICE MAIN LEVEL WALL TOTAL WALL AREA (SF) EXPOSED WALL AREA (SF) UNEXPOSED WALL AREA (SF) 19 142 121 21 20 182 182 0 21 142 139 3 22 182 154 28 OVERALL TOTAL WALL AREA (SF)648 EXPOSED WALL AREA (SF)596 % OF EXPOSED WALL (EXPOSED/ TOTAL)91.98% UNEXPOSED WALL AREA (SF) 52 % OF UNEXPOSED WALL (UNEXPOSED/ TOTAL)8.02% SUBGRADE WALL AREALOWER LEVEL WALL TOTAL WALL AREA (SF) EXPOSED WALL AREA (SF) UNEXPOSED WALL AREA (SF)1 511 105 40623290329343261371422022539039681081OVERALL TOTAL WALL AREA (SF)1,414EXPOSED WALL AREA (SF)166% OF EXPOSED WALL (EXPOSED/ TOTAL)11.74%UNEXPOSED WALL AREA (SF) 1248% OF UNEXPOSED WALL (UNEXPOSED/ TOTAL)88.26%MAIN LEVEL WALL TOTAL WALL AREA (SF) EXPOSED WALL AREA (SF) UNEXPOSED WALL AREA (SF)9 681 674 710323288351116216201227270131751750143737015109109016233233017273273018531129402OVERALL TOTAL WALL AREA (SF)2,419EXPOSED WALL AREA (SF)2,107% OF EXPOSED WALL (EXPOSED/ TOTAL)87.10%UNEXPOSED WALL AREA (SF) 444 % OF UNEXPOSED WALL (UNEXPOSED/ TOTAL)18.35% OFFICE MAIN LEVEL WALL TOTAL WALL AREA (SF) EXPOSED WALL AREA (SF) UNEXPOSED WALL AREA (SF) 19 142 121 21 20 182 182 0 21 142 139 3 22 182 154 28 OVERALL TOTAL WALL AREA (SF)648 EXPOSED WALL AREA (SF)596 % OF EXPOSED WALL (EXPOSED/ TOTAL)91.98% UNEXPOSED WALL AREA (SF) 52 % OF UNEXPOSED WALL (UNEXPOSED/ TOTAL)8.02% 531 sq ft 402 sq ft 34'-1"15'-10" 18 3 sq ft21 sq ft 14'-7"18'-7"14'-7"18'-7" 9' - 9 1 / 4 " 142 sq ft 182 sq ft 142 sq ft 182 sq ft 28 sq ftT.O. CONC - OFFICE B.O. STRUCT - OFFICE 19 20 21 22 SCALE: 1/8" = 1'-0"1Subgrade Calculations 0 4'8'16' THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. Page 26 of 110 Z0.07 FAR CALCULATIONS NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 FAR FLOOR AREA GARAGE DECK EXEMPT BUILT INPLANTER DECK AREAS (Land Use Code, 26.575.020.4) THE CALCULATION OF FLOOR AREAS SHALL NOT INCLUDE DECKS OR EXTERIOR STAIRWAYS UNLESS THE AREA OF THESE FEATURES IS GREATER THAN 15% OF THE ALLOWABLE FLOOR AREA FOR THE PROPERTY. IF THE AREA OF THSES FEATURES EXCEEDS 15% OF THE PROPERTY'S ALLOWABLE FLOOR AREA, ONLY THE AREAS IN EXCESS OF 15% SHALL BE ATTRIBUTED TOWARDS THE ALLOWABLE FLOOR AREA. GARAGE EXEMPTION (Land Use Code, 26.575.020-2) IN ZONE DISTRICTS OTHER THAN THE R-15B ZONE DISTRICT, PROPERTIES CONTAINING SOLELY A SINGLE -FAMILY, TWO (2) SINGLE FAMILY RESIDENCES , OR A DUPLEX , THE GARAGE AND CARPORT AREA SHALL BE EXCLUDED FROM THE CALCULATION OF FLOOR AREA AS FOLLOWS : Table 26.575.020-2 SIZE OF GARAGE AREA EXCLUDED PER PRIMARY DWELLING UNIT (NOT INCLUDING OR CARPORT ACCESSORY DWELLING UNITS OR CARRIAGE HOUSES) FIRST 0-250 SF 100% OF THE AREA NEXT 251-500 SF 50% OF THE AREA AREAS ABOVE 500 SF NO AREA EXCLUDED PATIO AREAS (Land Use Code, 26.575.020.6) PATIOS DEVELOPED AT OR WITHIN 6 INCHES OF FINISHED GRADE SHALL NOT BE COUNTED TOWARDS FLOOR AREA. WHEN ROOF OVERHANDS OR SIMILAR ARCHITECTURAL PROJECTIONS EXCEED 4 FEET, THE ENTIRE COUNTS TOWARDS FLOOR AREA. FLOOR AREA RATIO (Land Use Code) THE TOTAL FLOOR AREA OF ALL STRUCTURES ON A LOT DIVIDED BY THE LOT AREA. FLOOR AREA (Land Use Code) THE SUM TOTAL OF THE GROSS HORIZONTAL AREAS OF EACH STORY OF THE BUILDING MEASURED FROM THE EXTERIOR WALLS OF THE BUILDING. (SEE SUPPLEMENTARY REGULATIONS - SECTION 26.575.020, CALCULATIONS AND MEASUREMENTS STAIR AND ELEVATOR EXEMPTION (Land Use Code 26.575.020.D) WHEN CALCULATING VERTICAL CIRCULATION, THE CIRCULATION ELEMENT SHALL BE COUNTED AS FOLLOWS: A) FOR STAIRS AND ELEVATORS , THE AREA OF THE FEATURE SHALL BE PROJECTED DOWN AND COUNTED ON THE LOWEROF THE TWO LEVELS CONNECTED BY THE ELEMENT AND NOT COUNTED AS FLOOR AREA ON THE TOP-MOST INTERIOR FLOOR SERVED BY THE ELEMENT. MINIMUM NET LOT AREA PER DWELLING UNIT (SQUARE FEET) ( Land Use Code 26.710.060) A) DETACHED RESIDENTIAL DWELLING: FIFTEEN THOUSAND (15,000). FOR HISTORIC LANDMARK PROPOERTIES: THREE THOUSAND (3000) B) DUPLEX: SEVEN THOUSAND, FIVE HUNDRED (7,500). FOR HISTORIC LANDMARK PROPOERTIES: THREE THOUSAND (3000) C) BED AND BREAKFAST, BOARDINGHOUSE: NO REQUIREMENT FLOOR AREA (Land Use Code) THE SUM TOTAL OF THE GROSS HORIZONTAL AREAS OF EACH STORY OF THE BUILDING MEASURED FROM THE EXTERIOR WALLS OF THE BUILDING. (SEE SUPPLEMENTARY REGULATIONS - SECTION 26.575.020, CALCULATIONS AND MEASUREMENTS MINIMUM NET LOT AREA PER DWELLING UNIT (SQUARE FEET) ( Land Use Code 26.710.060) A) DETACHED RESIDENTIAL DWELLING: FIFTEEN THOUSAND (15,000). FOR HISTORIC LANDMARK PROPOERTIES: THREE THOUSAND (3000) B) DUPLEX: SEVEN THOUSAND, FIVE HUNDRED (7,500). FOR HISTORIC LANDMARK PROPOERTIES: THREE THOUSAND (3000) C) BED AND BREAKFAST, BOARDINGHOUSE: NO REQUIREMENT N UP UP UP UP 1 1 3 3 4 4 5 5 7 7 8 8 9 9 F E D C B A 2 2 6 6 8' - 8 1 / 2 " 17 ' - 7 " 4'-9"5'-5" 35'-9 5/8"11'-1 7/8" 34 ' - 1 0 1 / 2 " 7' - 8 " 35'-9 5/8"10'-8 7/8"11'-0" 1 3 2 4 5 6 MECH <5'-6" BASEMENT 2,048 sq ft MECH <5'-6" G G J J 1112 10 H H I I 14 ' - 7 " 18'-7" 18'-7" 14 ' - 7 " UNCOVERED OUTDOOR MECH ENCLOSURE 19 20 21 22 OFFICE 271 sq ft DOWN D O W N UP 1 1 3 3 4 4 5 5 7 7 8 8 9 9 2 2 6 6 GARAGE 250 sq ft @ 50% GARAGE NON-EXEMPT 245 sq ft GARAGE EXEMPTION 250 sq ft 24'-2 1/2" 34 ' - 1 0 1 / 2 " 17'-5 1/2" LINE OF WINDOW WELL BELOW LINE OF WINDOW WELL BELOW LINE OF WINDOW WELL BELOW LINE OF WINDOW WELL BELOW ELEVSTAIR 73'-5 1/2" 2' - 1 1 1 / 2 " 18'-10" 4' - 0 " 11'-9 1/2" 14 ' - 4 1 / 2 " 7' - 7 1 / 2 " 34 ' - 1 " 15 ' - 1 0 " 9 11 10 12 18 13 14 15 14 16 17 10 FIRST LEVEL 2,062 sq ft LINE OF OVERHANG ABOVE D O W N 1 1 3 3 4 4 5 5 7 7 8 8 9 9 2 2 6 6 10 ' - 3 1 / 2 " OV E R H A N G .EXEMPT DECK 826 sq ft SECOND LEVEL 1,599 sq ft LINE OF OVERHANG ABOVE PLANTER PL A N T E R PL A N T E R TRASH 57 sq ft FLOOR AREA BASEMENT AREA (2,048 x 11.74%) 240.4352 FIRST FLOOR AREA (2,119 x 87.10%) 1,845.65 GARAGE LEVEL (250 SF EXEMPT) 250 GARAGE LEVEL (250 x 50%)125 GARAGE LEVEL ( NOT EXEMPT 245 SF x 87.10%)213.395 SECOND FLOOR AREA 1,599 OFFICE AREA (271 x 91.98%)249.2658 TOTAL FLOOR AREA 4522.745 4,522.745 - 250 = 4,272.75 SF SECOND FLOOR DECK 826 TOTAL DECK 826 ALLOWABLE EXEMPT DECK 635.78 TOTAL DECK FLOOR AREA 826 - 635.78 = 190.22 SF TOTAL FLOOR AREA 4,272.75 + 190.22 4,462.97 SF PURCHASE OF TDR ALLOWS FOR 250 SF 4,238.5 SF + 250 TDR = 4,488.6 SF 4,462.97 - 4,488.6 -25.63 OUR PROPOSED DESIGN IS 25.63 SF UNDER THE ALLOWABLE AREA WITH PURCHASE OF TDR ALLOWABLE FLOOR AREA 4,080 SF OF FLOOR AREA, PLUS 7 SF PER EACH ADD'L 100 SF 11,264.25 - 9,000 = 2,264.25 2,264.25/ 100 = 22.64 22.64*7 = 158.5 SF 4, 080 SF + 158.5 SF = 4,238.5 SF TOTAL ALLOWABLE AREA 4238.5 SF ALLOWABLE EXEMPT DECK 4238.5 x 15% = 635.78 NET LOT AREA ZONE DISTRICT REQUIREMENTS REFERENCE MIN. GROSS LOT AREA (PER R-15A)15, 000 SF 26.710.060 MIN. NET LOT AREA (PER R-15A)15, 000 SF 26.710.060 LOT SIZE PER SURVEY 15,019.00 REFERENCE REDUCTIONS FOR AREA WITH SLOPES 0%-20% (100% OF PARCEL AREA TO BE INCLUDED IN THE NET LOT AREA)15,019 x 25%SURVEY 26.575.020-1 TOTAL AREA REDUCTIONS 15,019 - 3754.75 NET LOT AREA 11,264.25 SF SCALE: 1/8" = 1'-0"1Basement FAR 0 4'8'16'SCALE: 1/8" = 1'-0"3Second Floor FAR 0 4'8'16'SCALE: 1/8" = 1'-0"2First Floor FAR 0 4'8'16' THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. Page 27 of 110 Z0.08 NET LIVABLE CALCULATIONS NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 NET LIVABLE AREA NET LIVABLE AREA NET LIVEABLE AREA THE AREAS WITHIN A BUILDING DESIGNED TO BE USED FOR HABITATIONAND HUMAN ACTIVITY N DOWN D O W N UP 1 1 3 3 4 4 5 5 7 7 8 8 9 9 1112 2 2 6 6 LINE OF WINDOW WELL BELOW LINE OF WINDOW WELL BELOW LINE OF WINDOW WELL BELOW LINE OF WINDOW WELL BELOW FIRST LEVEL 2,603 sq ft LINE OF OVERHANG ABOVE D O W N 1 1 3 3 4 4 5 5 7 7 8 8 9 9 1112 2 2 6 6 PLANTER PL A N T E R PL A N T E R SECOND LEVEL 1,563 sq ft LINE OF OVERHANG ABOVE PLANTER PL A N T E R PL A N T E R UP UP UP UP 1 1 3 3 4 4 5 5 7 7 8 8 9 9 F E D C B G 1112 10 A 2 2 6 6 BASEMENT 1,794 sq ft NET LIVEABLE AREA BASEMENT AREA 1,794 FIRST FLOOR AREA 2,603 SECOND FLOOR AREA 1,563 OFFICE AREA 234 TOTAL NET LIVEABLE AREA 6,194 13457 G G J J 1112 10 2 H H I I 6 OFFICE 234 sq ft SCALE: 1/8" = 1'-0"2First Floor Net liveable 0 4'8'16'SCALE: 1/8" = 1'-0"3Second Floor Net Liveable 0 4'8'16'SCALE: 1/8" = 1'-0"1Basement Net Liveable 0 4'8'16' THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. Page 28 of 110 Z0.09 MITIGATION CALCULATIONS NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 MITIGATION AREA MITIGATION AREA FLOOR AREA MITIGATION DEFINITION (Land Use Code, 26.575.020-2) FLOOR AREA SHALL BE ATTRIBUTED TO THE LOT OR PARCEL UPON WHICH IT IS DEVELOPED . IN MEASUREING A BUILDING FOR THE PURPOSES OF CALCULATING FLOOR AREAS, THERE SHALL BE INCLUDED ALL AREAS WITHIN THE SURROUNDING EXTERIOR WALLS OF THE BUILDING. WHEN MEASURING FROM THE EXTERIOR WALLS, THE MEASUREMENT SHALL BE TAKEN FROM THE EXTERIOR FACE OF FRAMING, EXTERIOR FACE OF STRUCTURAL BLOCK, EXTERIOR FACE OF STRAW BALE, OR SIMILAR EXTERIOR SURFACE OF THE NOMINAL STRUCTURE EXCLUDING SHEATHING, VAPOR BARRIER , WEATHERPROOFING MEMBRANE, EXTERIOR-MOUNTED INSULATION SYSTEMS, AND EXCLUDING ALL EXTERIOR VENEER AND SURFACE TREATMENTS SUCH AS STONE, STUCCO, BRICKS, SHINGLES, CLAPBOARDS, OR OTHER SIMILAR EXTERIOR VENEER TREATMENTS. Table 26.575.020-2 SIZE OF GARAGE AREA EXCLUDED PER PRIMARY DWELLING UNIT OR CARPORT (NOT INCLUDING ACCESSORY DWELLING UNITS OR CARRIAGE HOUSES) FIRST 0-250 SF 100% OF THE AREA NEXT 251-500 SF 50% OF THE AREA AREAS ABOVE 500 SF NO AREA EXCLUDED N DOWN FIRST FLOOR 2,748 sq ft D O W N UP 1 1 3 3 4 4 5 5 7 7 8 8 9 9 1112 2 2 6 6 LINE OF WINDOW WELL BELOW LINE OF WINDOW WELL BELOW LINE OF WINDOW WELL BELOW LINE OF WINDOW WELL BELOW LINE OF OVERHANG ABOVE 13457 G G J J 1112 10 2 H H I I 6 OFFICE 271 sq ft BASEMENT 2,396 sq ft UP UP UP UP 1 1 3 3 4 4 5 5 7 7 8 8 9 9 F E D C B 1112 10 A 2 2 6 6 D O W N 1 1 3 3 4 4 5 5 7 7 8 8 9 9 1112 2 2 6 6 SECOND LEVEL 1,739 sq ft LINE OF OVERHANG ABOVE MITIGATION TOTAL BASEMENT AREA 2,048 FIRST FLOOR AREA 2,804 FIRST FLOOR OFFICE AREA 271 SECOND FLOOR AREA 1,739 6,862 SCALE: 1/8" = 1'-0"2First Floor Mitigation 0 4'8'16'SCALE: 1/8" = 1'-0"1Basement Mitigation 0 4'8'16'SCALE: 1/8" = 1'-0"3Second Floor Mitigation 0 4'8'16' THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. Page 29 of 110 Z0.10 GROSS FIRE AREA NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 FIRE AREA THE AGGREGATE FLOOR AREA ENCLOSED AND BOUNDED BY FIRE WALLS, EXTERIOR WALLS, OR FIRE-RESITANCE RATED HORIZONTAL ASSEMBLIES OF A BUILDING . AREAS OF THE BUILDING NOT PROVIDED WITH SURROUNDING WALLS SHALL BE INCLUDED IN THE FIRE AREA IF SUCH AREAS ARE INCLUDED WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR ABOVE. GROSS AREA GROSS AREA COVEREDOUTDOOR AREA UP UP UP UP 1 1 3 3 4 4 5 5 7 7 8 8 9 9 F E D C B 1112 10 A 2 2 6 6 BASEMENT 2,076 sq ft DOWN D O W N UP 1 1 3 3 4 4 5 5 7 7 8 8 9 9 1112 2 2 6 6 LINE OF WINDOW WELL BELOW LINE OF WINDOW WELL BELOW LINE OF WINDOW WELL BELOW LINE OF WINDOW WELL BELOW FIRST LEVEL 2,747 sq ft COVERED AREA 42 sq ft LINE OF OVERHANG ABOVE D O W N 1 1 3 3 4 4 5 5 7 7 8 8 9 9 1112 2 2 6 6 SECOND LEVEL 1,673 sq ft COVERED AREA 123 sq ft LINE OF OVERHANG ABOVE GROSS FIRE AREA TOTAL BASEMENT AREA 2,076 FIRST FLOOR AREA 2,747 FIRST FLOOR OFFICE AREA 271 SECOND FLOOR AREA 1,673 COVERED EXTERIOR AREA 165 6,932 13457 G G J J 1112 10 2 H H I I 6 OFFICE 271 sq ft SCALE: 1/8" = 1'-0"1Gross Area Basement Plan 0 4'8'16'SCALE: 1/8" = 1'-0"2Gross Area First Floor Plan 0 4'8'16'SCALE: 1/8" = 1'-0"3Gross Area Second Floor Plan 0 4'8'16' THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. Page 30 of 110 Z0.13 HEIGHT OVER TOPOGRAPHY NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 HEIGHT OVER TOPOGRAPHY HEIGHTS ARE MEASURED TO THE MOST RESTRICTIVE GRADE. 100'-0" = 7974'-11 1 /4" DEFINITIONS (SECTION 26.104.100) HEIGHT, BUILDING THE HEIGHT OF A BUILDING SHALL BE THE MAXIMUM DISTANCE POSSIBLE MEASURED VERTICALLY FROM NATURAL GRADE AT ANY POINT WITHIN THE INTERIOR OF THE BUILDING; AND FROM NATURAL OR FINISHED GRADE (WHICHEVER IS LOWER) AT ANY POINT AROUND THE PERIMETER OF THE BUILDING TO THE HIGHEST POINT OR STRUCTURE WITHIN A VERICAL PLANE. (SEE SUPPLEMENARY REGULATIONS SECTION 26.575.020, MEASURMENT AND CALCULATIONS). 1 0 ' 82 '- 8 3 /4 " A B LINE OF WALL FRAMING BELOW S I D E S E T B A C K REAR SETBA C K PROPE R T Y L I N E DECK BELOW MECH ENCLOSURE 79 75 79 75 797 0 7 9 7 0 7 9 7 5 7 9 6 5 7 9 6 0 79 6 5 7 9 6 0 7 1 /2:12 7 1 /2:12 DECK BELOW W A L K W A Y PATIO BELOW 1/4:12 1/4:12 1/4:121/4:12 1 2 A - ROOF LABEL ROOF HEIGHT ROOF HEIGHT - 7998'-3 1/8"23'-11 5/16" SITE EXISTING - 7980'-4 1/4" SITE PROPOSED (MOST RESTRICTVE) - 7975'-0" B - ROOF LABEL ROOF HEIGHT ROOF HEIGHT - 7998'-3 1/8"20'-3" SITE EXISTING - 7980'-11 1/4"" SITE PROPOSED (MOST RESTRICTVE) - 7978'-1/4" A - ROOF LABEL ROOF HEIGHTROOF HEIGHT - 7998'-3 1/8"23'-11 5/16" SITE EXISTING - 7980'-4 1/4" SITE PROPOSED (MOST RESTRICTVE) - 7975'-0" B - ROOF LABEL ROOF HEIGHT ROOF HEIGHT - 7998'-3 1/8"20'-3" SITE EXISTING - 7980'-11 1/4"" SITE PROPOSED (MOST RESTRICTVE) - 7978'-1/4" SCALE: 1/4" = 1'-0"1Height Over Topography 0 2'4'8' THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. Page 31 of 110 Z0.13 HEIGHT ELEVATIONS - MH NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 HEIGHT OVER TOPOGRAPHY HEIGHTS ARE MEASURED TO THE MOST RESTRICTIVE GRADE. 100'-0" = 7974'-11 1 /4" ROOF LABEL HEIGHT OVER TOPO ROOF HEIGHT A 7999'-5 7/8" ROOF HEIGHT 24'-10 1/2" 7980'-3 7/8" SITE EXISTING 7974'-7 3/8" SITE PROPOSED (MOST RESTRICTIVE) B 7999'-5 7/8" ROOF HEIGHT 24'-10 1/2" 7980'-10 5/8" SITE EXISTING 7974'-7 3/8" SITE PROPOSED (MOST RESTRICTIVE) C XXXX'-X" ROOF HEIGHT XX'-X" XXXX'-X" SITE EXISTING XX'-X" XXXX'-X" SITE PROPOSED (MOST RESTRICTIVE) XX'-X"" DEFINITIONS (SECTION 26.104.100) HEIGHT, BUILDING THE HEIGHT OF A BUILDING SHALL BE THE MAXIMUM DISTANCE POSSIBLE MEASURED VERTICALLY FROM NATURAL GRADE AT ANY POINT WITHIN THE INTERIOR OF THE BUILDING; AND FROM NATURAL OR FINISHED GRADE (WHICHEVER IS LOWER) AT ANY POINT AROUND THE PERIMETER OF THE BUILDING TO THE HIGHEST POINT OR STRUCTURE WITHIN A VERICAL PLANE. (SEE SUPPLEMENARY REGULATIONS SECTION 26.575.020, MEASURMENT AND CALCULATIONS). 1 3 4 5 7 8 926 25 ' - 0 " EXISTING GRADE PROPOSED GRADE B C D E FA 25 ' EXISTING GRADE PROPOSED GRADE 9 8 7 5 4 3 126 2' - 6 " 25 ' - 0 " EXISTING GRADE PROPOS E D GRADE F E D C B A A B 25 ' - 0 " 24 ' - 1 0 1 / 2 " 24 ' - 1 0 1 / 2 " EXISTING GRADE PROPOSED GRADE SCALE: 1/8" = 1'-0"1MH - North Elevation 0 4'8'16'SCALE: 1/8" = 1'-0"2MH - East Elevation 0 4'8'16' SCALE: 1/8" = 1'-0"3MH - South Elevation 0 4'8'16'SCALE: 1/8" = 1'-0"4MH - West Elevation 0 4'8'16' THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. Page 32 of 110 Z0.14 HEIGHT ELEVATIONS - OFFICE NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 HEIGHT OVER TOPOGRAPHY HEIGHTS ARE MEASURED TO THE MOST RESTRICTIVE GRADE. 100'-0" = 7974'-11 1 /4" ROOF LABEL HEIGHT OVER TOPO ROOF HEIGHT A 7999'-5 7/8" ROOF HEIGHT 24'-10 1/2" 7980'-3 7/8" SITE EXISTING 7974'-7 3/8" SITE PROPOSED (MOST RESTRICTIVE) B 7999'-5 7/8" ROOF HEIGHT 24'-10 1/2" 7980'-10 5/8" SITE EXISTING 7974'-7 3/8" SITE PROPOSED (MOST RESTRICTIVE) C XXXX'-X" ROOF HEIGHT XX'-X" XXXX'-X" SITE EXISTING XX'-X" XXXX'-X" SITE PROPOSED (MOST RESTRICTIVE) XX'-X"" DEFINITIONS (SECTION 26.104.100) HEIGHT, BUILDING THE HEIGHT OF A BUILDING SHALL BE THE MAXIMUM DISTANCE POSSIBLE MEASURED VERTICALLY FROM NATURAL GRADE AT ANY POINT WITHIN THE INTERIOR OF THE BUILDING; AND FROM NATURAL OR FINISHED GRADE (WHICHEVER IS LOWER) AT ANY POINT AROUND THE PERIMETER OF THE BUILDING TO THE HIGHEST POINT OR STRUCTURE WITHIN A VERICAL PLANE. (SEE SUPPLEMENARY REGULATIONS SECTION 26.575.020, MEASURMENT AND CALCULATIONS). 25 ' - 0 " EXISTING GRADE PROPOSED GRADE 25 ' - 0 " EXISTING GRADE PROPOSED GRADE 25 ' - 0 " EXISTING GRADE PROPOSED GRADE 25 ' - 0 " EXISTING GRADE PROPOSED GRADE SCALE: 1/4" = 1'-0"1Office - North Elevation 0 2'4'8'SCALE: 1/4" = 1'-0"2Office - East Elevation 0 2'4'8' SCALE: 1/4" = 1'-0"3Office - South Elevation 0 2'4'8'SCALE: 1/4" = 1'-0"4Office - West Elevation 0 2'4'8' THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. Page 33 of 110 A0.02 PROPOSED SITE AND EXTERIOR LIGHTING PLAN NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 SITE NOTES ① GREY BACKGROUND DENOTES EXISTING SURVEY FLOOR ELEVATIONS SECOND FLOOR - T.O. PLY. = 111'-0" (SITE = 7985'-11 1/4") FIRST FLOOR - T.O. PLY. = 100'-0" (SITE = 7974'-11 1/4") FIRST FLOOR OFFICE - T.O. CONC. = 99'-0" (SITE = 7973'-11 1/4") GARAGE - T.O. CONC. = 98'-0" (SITE = 7972'-11 1/4") MECH CRAWL - T.O. CONC. = 93'-3 3/4" (SITE = 7967'-10 1/2") BASEMENT - T.O. PLY. = 89'-11 1/4" (SITE = 7966'-0") BASEMENT - T.O. PLY. = 88'-11 1/4" (SITE = 7965'-0") BASEMENT - T.O. PLY. = 87'-11 1/4" (SITE = 7964'-0") SET REBAR & CAP LS No. 38342 FOUND MONUMENT AS DESCRIBED SITE LEGEND EASEMENT FENCE PROPOERTY LINE EXISTING GRADE PROPOSED GRADE SETBACK LINE TREE TO BE RETAINED AS REQ'D TREE TO BE REMOVED TREE LEGEND EXISTING HOUSE CONCEPTUAL LOCATION AND FOOTPRINT OF PROPOSED HOUSE LIGHTING LEGEND 26.02 IN-GRADE LIGHT FIXTURE 26.03 RECESSED WALL LIGHT N TREE TABLE TRUNK DIAMETER IN INCHES, DRIPLINE IN FEET D = DECIDUOUS, C = CONIFER TREE #TREE TYPE DIAMETER DRIPLINE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 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 C D C C C C C C C C C C C C C C C C C C C C C C C C C C D D D D D D D D D D D D D D D D D D D D D D D 21 12 7 10 11 12 11 11 9 11 21 10 9 6 14 13 13 10 12 10 8 9 10 13 8 7 14 12 14 17 14 18 12 10 10 11 13 15 14 12 14 12 10 9 10 7 12 10 9 13 9 20 12 12 9 10 14 9 6 6 15 10 14 10 13 8 8 7 10 10 6 8 4 7 4 5 5 9 5 7 4 5 4 6 4 4 4 4 9 9 8 10 7 8 8 8 6 9 8 11 11 10 52 53 54 55 56 57 58 59 60 61 62 63 64 65 C C C C C C C C D D D D D D 10 13 12 9 9 12 11 14 8 14 9 11 9 14 9 14 9 11 10 11 10 14 11 9 8 7 11 8 10' 10 ' 25 ' 2 5 ' 39 '-5.5" 1 2 3 4 5 6 7 8 1 0 1 1 2 3 2 2 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 3 3 2 3 1 9 1 2 1 3 1 4 2 0 1 8 1 9 1 5 1 7 1 6 2 1 3 7 5 0 4 9 4 8 4 7 4 6 4 5 4 4 4 3 4 2 4 1 4 0 3 9 3 8 3 6 3 5 3 4 5 2 5 4 5 6 5 5 6 5 6 3 6 4 5 1 5 3 5 8 6 0 5 9 6 2 5 7 83'-4.5" PARKING SPACE (TYP.) FIRE TRUCK TURNAROUND HOSE BIB HOSE BIB HOSE BIB HOSE BIB 2 .01 26.02 26.02 26.02 26.03 26.03 26.03 26.03 26.03 32.04 32.04 32.04 32.04 26.02 26.02 26.02 26.02 26.02 26.02 26.02 26.03 26.03 32.02 32.02 32.02 32.02 32.05 35.02 32.02 32.02 32.02 AUTOCOURT OPEN NO FENCE ACCESS P R O P E R T Y L I N E S I D E S E T B A C K REAR SETBACK FRONT SETBACK S I D E S E T B A C K P R O P E R T Y L I N E MIDLAND AVE CONCRETE SID E W A L K MECH ENCLOSURE T R A S H 798 0 79 8 5 79 8 0 7 9 8 0 7975 7 9 7 5 7 9 7 0 797 0 797 5 79 6 5 796 0 7 9 6 5 796 0 79 6 5 797 0 796 0 797 0 797 5 7 9 8 5 7980 104 MIDLAND AVE 10' 15' 46 '-9 .5 " 2 0 '- 1 0 . 5 " 12'-6 1/2" N SCALE: 1" = 10'1Proposed Site Plan 0 5'10'20' THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. Page 34 of 110 A0.03 MH- BASEMENT PLAN NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 SITE NOTES ① GREY BACKGROUND DENOTES EXISTING SURVEY FLOOR ELEVATIONS SECOND FLOOR - T.O. PLY. = 111'-0" (SITE = 7985'-11 1/4") FIRST FLOOR - T.O. PLY. = 100'-0" (SITE = 7974'-11 1/4") FIRST FLOOR OFFICE - T.O. CONC. = 99'-0" (SITE = 7973'-11 1/4") GARAGE - T.O. CONC. = 98'-0" (SITE = 7972'-11 1/4") MECH CRAWL - T.O. CONC. = 93'-3 3/4" (SITE = 7967'-10 1/2") BASEMENT - T.O. PLY. = 89'-11 1/4" (SITE = 7966'-0") BASEMENT - T.O. PLY. = 88'-11 1/4" (SITE = 7965'-0") BASEMENT - T.O. PLY. = 87'-11 1/4" (SITE = 7964'-0") N THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. UP UP UP UP W/D W/D 1 1 3 3 4 4 5 5 7 7 8 8 9 9 F F E E D D C C B B 1112 10 A A 2 2 6 6 T.O.F.F. BASEMENT 7967'-10 1/2" 7965'-0" T.O.F.F. BASEMENT 7965'-0" 7966'-0" 7966'-0" T.O.F.F. BASEMENT 7964'-0" 7964'-0" MECHANICAL CRAWL SPACE 013 A: 237 sq ft LAUNDRY 002 A: 70 sq ft ELEVATOR 000 A: 18 sq ft HALLWAY 001 A: 68 sq ft MASSAGE 007 A: 108 sq ft POWDER 3 003 A: 83 sq ft WINE STORAGE 005 A: 97 sq ft BASEMENT LIVING ROOM 004 A: 446 sq ft GYM 008 A: 110 sq ft GUEST BATH 1 012 A: 54 sq ft GUEST BEDROOM 1 011 A: 238 sq ft GUEST BEDROOM 2 010 A: 242 sq ft GUEST BATH 2 009 A: 55 sq ft MAIN STAIR 006 A: 35 sq ft 1 A2.04 1 A2.03 1 A2.02 1 A2.01 10' 25 ' RE A R S E T B A C K F R O N T S E T B A C K PR O P E R T Y L I N E P R O P E R T Y L I N E F R O N T S E T B A C K SCALE: 1/4" = 1'-0"1MH - Basement Plan 0 2'4'8' Page 35 of 110 A0.04 MH - FIRST FLOOR PLAN NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 SITE NOTES ① GREY BACKGROUND DENOTES EXISTING SURVEY FLOOR ELEVATIONS SECOND FLOOR - T.O. PLY. = 111'-0" (SITE = 7985'-11 1/4") FIRST FLOOR - T.O. PLY. = 100'-0" (SITE = 7974'-11 1/4") FIRST FLOOR OFFICE - T.O. CONC. = 99'-0" (SITE = 7973'-11 1/4") GARAGE - T.O. CONC. = 98'-0" (SITE = 7972'-11 1/4") MECH CRAWL - T.O. CONC. = 93'-3 3/4" (SITE = 7967'-10 1/2") BASEMENT - T.O. PLY. = 89'-11 1/4" (SITE = 7966'-0") BASEMENT - T.O. PLY. = 88'-11 1/4" (SITE = 7965'-0") BASEMENT - T.O. PLY. = 87'-11 1/4" (SITE = 7964'-0") N THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. DOWN D O W N UP 1 1 3 3 4 4 5 5 7 7 8 8 9 9 F F E E D D C C B B 1112 10 A A 2 2 6 6 W/D ENTRY 1 A2.04 1 A2.03 1 A2.02 1 A2.01 ENTRY 101 A: 435 sq ft GARAGE 113 A: 672 sq ft POWDER 1 112 A: 30 sq ft ELEVATOR 111 A: 18 sq ft HER MASTER BEDROOM 106 A: 252 sq ft HER MASTER BATH 108 A: 99 sq ft HER MASTER CLOSET 107 A: 148 sq ft HIS MASTER BEDROOM 103 A: 255 sq ft HIS MASTER CLOSET 104 A: 109 sq ft HIS MASTER BATH 105 A: 151 sq ft 10' 25 ' RE A R S E T B A C K F R O N T S E T B A C K PR O P E R T Y L I N E P R O P E R T Y L I N E F R O N T S E T B A C K MUD ROOM 110 A: 197 sq ft SCALE: 1/4" = 1'-0"1MH - First Floor Plan 0 2'4'8' Page 36 of 110 A0.05 MH - SECOND FLOOR PLAN NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 SITE NOTES ① GREY BACKGROUND DENOTES EXISTING SURVEY FLOOR ELEVATIONS SECOND FLOOR - T.O. PLY. = 111'-0" (SITE = 7985'-11 1/4") FIRST FLOOR - T.O. PLY. = 100'-0" (SITE = 7974'-11 1/4") FIRST FLOOR OFFICE - T.O. CONC. = 99'-0" (SITE = 7973'-11 1/4") GARAGE - T.O. CONC. = 98'-0" (SITE = 7972'-11 1/4") MECH CRAWL - T.O. CONC. = 93'-3 3/4" (SITE = 7967'-10 1/2") BASEMENT - T.O. PLY. = 89'-11 1/4" (SITE = 7966'-0") BASEMENT - T.O. PLY. = 88'-11 1/4" (SITE = 7965'-0") BASEMENT - T.O. PLY. = 87'-11 1/4" (SITE = 7964'-0") N THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. D O W N 1 1 3 3 4 4 5 5 7 7 8 8 9 9 F F E E D D C C B B 1112 10 A A 2 2 6 6 DWDW A10 A11 1 A2.04 1 A2.03 1 A2.02 1 A2.01 BUTLER'S PANTRY 204 A: 89 sq ft POWDER 2 202 A: 30 sq ft HALLWAY 201 A: 78 sq ft BREAKFAST NOOK 205 A: 46 sq ft LIVING ROOM 206 A: 333 sq ft BAR AND MUSIC ROOM 208 A: 252 sq ft BAR TERRACE 251 A: 215 sq ft 10' 25 ' LINE OF OVERHANG ABOVE RE A R S E T B A C K F R O N T S E T B A C K PR O P E R T Y L I N E P R O P E R T Y L I N E F R O N T S E T B A C K KITCHEN 203 A: 325 sq ft DINING ROOM 207 A: 202 sq ft DINING TERRACE 250 A: 325 sq ft SCALE: 1/4" = 1'-0"1MH - Second Floor Plan 0 2'4'8' Page 37 of 110 A0.06 MH - ROOF PLAN NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 ROOF PLAN NOTES ① ALL NEW ROOFS TO DRAIN TO GREEN SPACE GUTTER DOWNSPOUT CORRUGATED METAL ROOF MATERIAL ASPHALT ROOF SHINGLE MEMBRANE STANDING SEAMMETAL ROOFING METAL CHIMNEY N LINE OF OVERHANG ABOVE 1 1 3 3 4 4 5 5 7 7 8 8 9 9 F F E E D D C C B B A A 2 2 6 6 SOLAR READY AREA 631 sq ft 1 A2.04 1 A2.03 1 A2.02 1 A2.01 RE A R S E T B A C K PR O P E R T Y L I N E 10' 25 ' CHIMNEY LINE OF WALL FRAMING BELOW 7:12 7:12 RE A R S E T B A C K PR O P E R T Y L I N E RE A R S E T B A C K F R O N T S E T B A C K PR O P E R T Y L I N E F R O N T S E T B A C K SCALE: 1/4" = 1'-0"1MH - Roof Plan 0 2'4'8' THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. Page 38 of 110 A0.07 OFFICE - PLANS NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 SITE NOTES ① GREY BACKGROUND DENOTES EXISTING SURVEY FLOOR ELEVATIONS SECOND FLOOR - T.O. PLY. = 111'-0" (SITE = 7985'-11 1/4") FIRST FLOOR - T.O. PLY. = 100'-0" (SITE = 7974'-11 1/4") FIRST FLOOR OFFICE - T.O. CONC. = 99'-0" (SITE = 7973'-11 1/4") GARAGE - T.O. CONC. = 98'-0" (SITE = 7972'-11 1/4") MECH CRAWL - T.O. CONC. = 93'-3 3/4" (SITE = 7967'-10 1/2") BASEMENT - T.O. PLY. = 89'-11 1/4" (SITE = 7966'-0") BASEMENT - T.O. PLY. = 88'-11 1/4" (SITE = 7965'-0") BASEMENT - T.O. PLY. = 87'-11 1/4" (SITE = 7964'-0") N THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. G G J J 1112 10 H H I I 1 3 A2.05 4 A2.05 1 A2.05 2 A2.05 UNCOVERED OUTDOOR MECH ENCLOSURE 6' TALL FENCE MECHANICAL EQUIPMENT TO NOT EXCEED 30" ABOVE OR BELOW GRADE PER COA CODE OFFICE 114 A: 154 sq ft WET BAR 116 A: 28 sq ft BATHROOM 115 A: 36 sq ft SIDE SETBACK PROPERTY LINE G J 1112 H I 3 A2.05 4 A2.05 1 A2.05 LINE OF WALL FRAMING BELOW 0.25:120.25:12 0.25 :12 0.25 :12 SIDE SETBACK PROPERTY LINE SCALE: 1/4" = 1'-0"1Office - First Floor Plan 0 2'4'8'SCALE: 1/4" = 1'-0"2Office - Roof Plan 0 2'4'8' Page 39 of 110 A0.08 TRASH ENCLOSURE - PLANS NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 SITE NOTES ① GREY BACKGROUND DENOTES EXISTING SURVEY FLOOR ELEVATIONS SECOND FLOOR - T.O. PLY. = 111'-0" (SITE = 7985'-11 1/4") FIRST FLOOR - T.O. PLY. = 100'-0" (SITE = 7974'-11 1/4") FIRST FLOOR OFFICE - T.O. CONC. = 99'-0" (SITE = 7973'-11 1/4") GARAGE - T.O. CONC. = 98'-0" (SITE = 7972'-11 1/4") MECH CRAWL - T.O. CONC. = 93'-3 3/4" (SITE = 7967'-10 1/2") BASEMENT - T.O. PLY. = 89'-11 1/4" (SITE = 7966'-0") BASEMENT - T.O. PLY. = 88'-11 1/4" (SITE = 7965'-0") BASEMENT - T.O. PLY. = 87'-11 1/4" (SITE = 7964'-0") N THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. 1 A2.06 2 A2.06 TRASH A: 48 sq ft 1 A2.06 2 A2.06 SCALE: 1/4" = 1'-0"1Trash Enclosure - Floor Plan 0 2'4'8' SCALE: 1/4" = 1'-0"2Trash Enclosure - Roof Plan 0 2'4'8' Page 40 of 110 A2.01 MH - EXTERIOR ELEVATIONS NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 STONE SIDING WOOD TIMBERS AND TRIM HORIZONTAL SIDING CORRUGATED METAL ROOFING ELEVATION MATERIAL METAL CHIMNEY METAL TBD 1 2 3 4 5 6 7 8 9 EXISTING GRADE PROPOSED GRADE SCALE: 1/4" = 1'-0"1MH - North Elevation 0 2'4'8' THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. Page 41 of 110 A2.02 MH - EXTERIOR ELEVATIONS NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 STONE SIDING WOOD TIMBERS AND TRIM HORIZONTAL SIDING CORRUGATED METAL ROOFING ELEVATION MATERIAL METAL CHIMNEY METAL TBD A B C D E F 30 " EXISTING GRADE PROPOSED GRADE SCALE: 1/4" = 1'-0"1MH - East Elevation 0 2'4'8' THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. Page 42 of 110 A2.03 MH - EXTERIOR ELEVATIONS NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 STONE SIDING WOOD TIMBERS AND TRIM HORIZONTAL SIDING CORRUGATED METAL ROOFING ELEVATION MATERIAL METAL CHIMNEY METAL TBD 9 8 7 6 5 4 3 2 1 9'-0"1'-0"9'-0" 19'-0" SCALE: 1/4" = 1'-0"1MH - South Elevation 0 2'4'8' THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. Page 43 of 110 A2.04 MH - EXTERIOR ELEVATIONS NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 STONE SIDING WOOD TIMBERS AND TRIM HORIZONTAL SIDING CORRUGATED METAL ROOFING ELEVATION MATERIAL METAL CHIMNEY METAL TBD F E D C B A EXISTING GRADE PROPOSED GRADE SCALE: 1/4" = 1'-0"1MH - West Elevation 0 2'4'8' THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. Page 44 of 110 A2.05 OFFICE - EXTERIOR ELEVATIONS NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 STONE SIDING WOOD TIMBERS AND TRIM HORIZONTAL SIDING CORRUGATED METAL ROOFING ELEVATION MATERIAL METAL CHIMNEY METAL TBDEXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE SCALE: 1/4" = 1'-0"3Office - South Elevation 0 2'4'8'SCALE: 1/4" = 1'-0"4Office - West Elevation 0 2'4'8' SCALE: 1/4" = 1'-0"1Office - North Elevation 0 2'4'8'SCALE: 1/4" = 1'-0"2Office - East Elevation 0 2'4'8' THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. Page 45 of 110 A2.06 TRASH ENCLOSURE - EXTERIOR ELEVATIONS NOT FOR CONSTRUCTION 1/30/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 STONE SIDING WOOD TIMBERS AND TRIM HORIZONTAL SIDING CORRUGATED METAL ROOFING ELEVATION MATERIAL METAL CHIMNEY METAL TBD 8' - 0 5 / 1 6 " SCALE: 1/4" = 1'-0"1Trash Enclosure - North Elevation 0 2'4'8'SCALE: 1/4" = 1'-0"2Trash Enclosure - West Elevation 0 2'4'8' Page 46 of 110 FASCIA WINDOW FRAMES WOOD SIDING METAL ROOF Page 47 of 110 Residential Design Standards Administrative Compliance Review Applicant Checklist - Single Family and Duplex Standard Complies Alternative Compliance N/A Sheet #(s)/Notes B.1.Articulation of Building Mass (Non-flexible) B.2.Building Orientation (Flexible) B.3.Build-to Requirement (Flexible) B.4.One Story Element (Flexible) C.1.Garage Access (Non-flexible) C.2.Garage Placement (Non-flexible) C.3.Garage Dimensions (Flexible) Instructions: Please fill out the checklist below, marking whether the proposed design complies with the applicable standard as written or is requesting Alternative Compliance (only permitted for Flexible standards). Also include the sheet #(s) demonstrating the applicable standard. If a standard does not apply, please mark N/A and include in the Notes section why it does not apply. If Alternative Compliance is requested for a Flexible standard, include in the Notes section how the proposed design meets the intent of the standard(s). Additional sheets/graphics may be attached. Disclaimer: This application is only valid for the attached design. If any element of the design subject to Residential Design Standards changes prior to or during building permit review, the applicant shall be required to apply for a new Administrative Compliance Review. Address: Parcel ID: Zone District/PD: Representative: Email: Phone: Page 1 of 2Page 48 of 110 Standard Complies Alternative Compliance N/A Sheet #(s)/Notes C.4.Garage Door Design (Flexible) D.1.Entry Connection (Non-flexible) D.2.Door Height (Flexible) D.3.Entry Porch (Flexible) E.1.Principle Window (Flexible) E.2.Window Placement (Flexible) E.3.Nonorthogonal Window Limit (Flexible) E.4.Lightwell/Stairwell Location (Flexible) E.5.Materials (Flexible) Disclaimer: This application is only valid for the attached design. If any element of the design subject to Residential Design Standards changes prior to or during building permit review, the applicant shall be required to apply for a new Administrative Compliance Review. Page 2 of 2 Residential Design Standards Administrative Compliance Review Applicant Checklist - Single Family and Duplex Page 49 of 110 Page 50 of 110 X T X T X T X T X T X T XT XT XT XT X T X T X T X T XT XT XT XT XT XT XT XT XT XT XT S G E SNYDER PARK FERGUSON EXEMPTION LOT A OF LOT 4 SPLIT E X U E X U E X U E X U E X U E XU E XU E XU E X U E X U E X U E X U E X U E XU E XU E XU E XUE XU E XU E XU E XUE XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XUE XUE XUE XUE XUE XUE XUE XUE G T C XW S XW S XW S XW S XW S X W S X W S X W S XW S XW S XW S XW S XW S XWSXWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XW S XW S XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XW XW XW XW XW S XW S XC XC XC XC XC XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG X G X G X G X G X G X G X G X G X G X G X G XG XG XG XG XG XG XG XG XG X G XG XG XG XG XG XG XG XG XG XG X G X G X G XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XS S XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC T E WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G WS WS WS WS WS WS WS C C C C C C G G G G G G G G G G G G SS SS SS S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS T T T T T T T T T T T T T T T T T T T T UE UE U E UE U E U E U E U E U E UE UE UE UE UE UE UE UE UE UE XS S XS S XS S XS S XS S XS S XS S XSS XSS XSS XSS XSS XSS XSS XSS OC < 0 00 0 98 PC : 0 + 0 2 . 6 9 PT: 0 + 0 5 . 8 0 PC: 0 + 1 3 . 8 4 PT : 0 + 2 8 . 0 0 PC : 0 + 3 7 . 7 4 PT: 0+68 . 2 2 PC: 0+77 . 3 6 PT: 0 + 9 0 . 5 1 Sta r t W a l k w a y ST A : 0 + 0 0 . 0 0 N:5 2 2 1 . 7 0 E:4 7 2 2 . 9 4 End W a l k w a y STA : 0 + 9 8 . 2 2 N:5 1 6 8 . 7 7 E:4 7 9 7 . 1 5 1 0 0 200 2 08 PT : 0 + 5 0 . 6 1 P C : 0 + 7 0 . 1 6 P T : 1 + 0 0 . 9 1 P C : 1 + 2 4 . 6 1 PT: 1 + 3 9 . 0 7 End 1 0 8 M i d l a n d D r i v e w a y A l i g n m e n t STA : 2 + 0 7 . 7 5 N:51 5 1 . 1 4 E:47 4 2 . 4 7 100 200 PC: 0 + 4 5 . 5 4 PT: 1 + 9 6 . 2 6 PC: 2 + 1 7 . 0 2 PT: 2+ 8 0 . 0 2 201 00 202 00 202 97 PC: 2 0 0 + 6 4 . 1 3 PT: 2 0 2 + 1 6 . 4 1 PC: 2 0 2 + 3 7 . 1 7 End Fl o w L i n e A l i g n m e n t STA:2 0 2 + 9 7 . 3 0 N:522 9 . 3 7 E:472 2 . 7 8 12.0% 12.7% 0 . 7 % 00 1 0 1 0 0 101 25 P T : 1 0 1 + 0 7 . 7 7 Sta r t 1 0 4 M i d l a n d D r i v e w a y A l i g n m e n t STA : 1 0 0 + 0 0 . 0 0 E:4 6 0 7 . 4 2 E n d 1 0 4 M i d l a n d D r i v e w a y A l i g n m e n t S T A : 1 0 1 + 2 5 . 0 0 N: 5 0 3 5 . 3 3 E: 4 7 2 0 . 8 1 Structure - (3) Structure - (4) P i p e - ( 2 ) Structure - (5) Pip e - ( 3 ) Structure - (6) Pipe - (4) Structure - (7) Pip e - ( 5 ) Structure - (8) Structure - (9) Pipe - ( 6 ) Structure - (10) Structure - (11)Pipe - (7) Structure - (12) Pip e - ( 8 ) P i p e - ( 9 ) Structure - (14)Pip e - ( 1 0 ) Structure - (15) Structure - (16)Pip e - ( 1 1 ) Pipe - (12) Structure - (17) Structure - (18) Zone 2/2a 7 9 6 0 ' - 0 " 7 9 6 5 ' - 0 " 7 9 7 0 ' - 0 " 7 9 7 5 ' - 0 " 7 9 6 5 ' - 0 " 7 9 7 0 ' - 0 " 79 8 0 ' - 0 " 79 8 5 ' - 0 " 7975'-0 " 7980' - 0 " 7 9 6 0 ' - 0 " 79 6 5 ' - 0 " 797 0 ' - 0 " RE A R Y A R D S E T B A C K 10' - 0 " SID E Y A R D S E T B A C K 10 ' - 0 " FRO N T Y A R D S E T B A C K 25'-0 " SID E Y A R D S E T B A C K 10 ' - 0 " TRA S H EN C L O S U R E MECHANICAL ENCLOSURE 7975'-0" 7973'-0" 7975'-0"PR O P E R T Y L I N E PRO P E R T Y L I N E PR O P E R T Y L I N E PROP E R T Y L I N E BIK E STO R A G E MID L A N D A V E 75+ +77 75++74.95 +73.95 795 7 ( 5 7 ) +79 +81.5 +84 +81.5 +80.5 +83. 5 +86 +80 +82. 5 2 X F R O N T Y A R D S E T B A C K 71 Top 72? Bottom 70.75? +74.85 +71.35 +70 +67 +66.7+64 . 2 +63 . 9 +61 . 9 Zone 1 Zone 4 Zone 4 Zone 4 Zone 4 Zone 8 Key Existing Evergreen to Remain Existing Deciduous to Remain Proposed 10-16' Evergreen (Zone 7) Proposed 2.5-4" Deciduous (Zone 6) Proposed #2 or #5 Deciduous (Zone 3) Proposed 4-6' Deciduous (Zone 3) Proposed Accent Specialty Evergreen (Zone 3) Perennials and Ground Covers (Garden Zone 2 and 2a) 10 0 10 20 30 Scale 1" = 10'Page 51 of 110 Key Existing Evergreen to Remain Existing Deciduous to Remain Proposed 10-16' Evergreen (Zone 7) Proposed 2.5-4" Deciduous (Zone 6) Proposed #2 or #5 Deciduous (Zone 3) Proposed 4-6' Deciduous (Zone 3) Proposed Accent Specialty Evergreen (Zone 3) Perennials and Ground Covers (Garden Zone 2 and 2a) X T X T X T X T X T X T XT XT XT XT X T X T X T X T XT XT XT XT XT XT XT XT XT XT XT S G E SNYDER PARK FERGUSON EXEMPTION LOT A OF LOT 4 SPLIT E X U E X U E X U E X U E X U E XU E XU E XU E X U E X U E X U E X U E X U E XU E XU E XU E XUE XU E XUE XU E XUE XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XUE XUE XUE XUE XUE XUE XUE G T C XW S XW S XW S XW S XW S X W S X W S X W S XW S XW S XW S XW S XW S XWSXWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XW S XW S XW S XW S XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XW XW XW XW S XW S X W S X W S XWS XWS XWS XWS XC XC XC XC XC XC XC XC XC XC XC XC XC XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG X G X G X G X G X G X G X G X G X G X G X G XG XG XG XG XG XG XG XG XG X G XG XG XG XG XG XG XG XG XG XG X G X G X G XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XS S XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XOE XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XOE XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC T E WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G WS WS WS WS WS WS WS WS WS WS WS WS WS C C C C C C C C C C C C C C C G G G G G G G G G G G G G G G G G G G G G G G G G SS SS SS S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS T T T T T T T T T T T T T T T T T T T T UE UE U E UE U E U E U E U E U E UE UE UE UE UE UE UE UE UE UE XS S XS S XS S XS S XS S XS S XS S XSS XSS XSS XSS XSS XSS XSS XSS OC < 0 00 0 98 PC : 0 + 0 2 . 6 9 PT: 0 + 0 5 . 8 0 PC: 0 + 1 3 . 8 4 PT : 0 + 2 8 . 0 0 PC : 0 + 3 7 . 7 4 PT: 0+68 . 2 2 PC: 0+77 . 3 6 PT: 0 + 9 0 . 5 1 Sta r t W a l k w a y ST A : 0 + 0 0 . 0 0 N:5 2 2 1 . 7 0 E:4 7 2 2 . 9 4 End W a l k w a y STA : 0 + 9 8 . 2 2 N:5 1 6 8 . 7 7 E:4 7 9 7 . 1 5 1 0 0 200 2 08 PC : 0 + 1 5 . 6 9 PT : 0 + 5 0 . 6 1 P C : 0 + 7 0 . 1 6 P T : 1 + 0 0 . 9 1 P C : 1 + 2 4 . 6 1 PT: 1 + 3 9 . 0 7 End 1 0 8 M i d l a n d D r i v e w a y A l i g n m e n t STA : 2 + 0 7 . 7 5 N:51 5 1 . 1 4 E:47 4 2 . 4 7 100 200 PC: 0 + 4 5 . 5 4 PT: 1 + 9 6 . 2 6 PC: 2 + 1 7 . 0 2 PT: 2+80.0 2 201 00 202 00 202 97 PC: 2 0 0 + 6 4 . 1 3 PT: 2 0 2 + 1 6 . 4 1 PC: 2 0 2 + 3 7 . 1 7 End Fl o w L i n e A l i g n m e n t STA:2 0 2 + 9 7 . 3 0 N:522 9 . 3 7 E:472 2 . 7 8 1 . 9 % 12.0% 12.7% 1. 9 % 0 . 7 % 5.0 %5. 3 % 1 0 1 0 0 101 25 PC : 1 0 0 + 1 2 . 3 1 P T : 1 0 1 + 0 7 . 7 7 Sta r t 1 0 4 M i d l a n d D r i v e w a y A l i g n m e n t E n d 1 0 4 M i d l a n d D r i v e w a y A l i g n m e n t S T A : 1 0 1 + 2 5 . 0 0 N: 5 0 3 5 . 3 3 E: 4 7 2 0 . 8 1 Structure - (3) Structure - (4) P i p e - ( 2 ) Structure - (5) Pip e - ( 3 ) Structure - (6) Pipe - (4) Structure - (7) Pip e - ( 5 ) Structure - (8) Structure - (9) Pipe - ( 6 ) Structure - (10) Structure - (11)Pipe - (7) Structure - (12) Pip e - ( 8 ) P i p e - ( 9 ) Structure - (14)Pip e - ( 1 0 ) Structure - (15) Structure - (16)Pip e - ( 1 1 ) Pipe - (12) Structure - (17) Structure - (18) Zone 2/2a 7 9 6 0 ' - 0 " 7 9 6 5 ' - 0 " 7 9 7 0 ' - 0 " 7 9 7 5 ' - 0 " 7 9 6 5 ' - 0 " 7 9 7 0 ' - 0 " 79 8 0 ' - 0 " 79 8 5 ' - 0 " 7975'-0 " 7980' - 0 " 7 9 6 0 ' - 0 " 79 6 5 ' - 0 " 79 7 0 ' - 0 " RE A R Y A R D S E T B A C K 10'- 0 " SID E Y A R D S E T B A C K 10 ' - 0 " FRO N T Y A R D S E T B A C K 25'-0" SID E Y A R D S E T B A C K 10 ' - 0 " TRA S H EN C L O S U R E MECHANICAL ENCLOSURE 7975'-0" 7973'-0" 7975'-0"PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PROP E R T Y L I N E BIK E STO R A G E MID L A N D A V E 75+ +77 75++74.95 +73.95 795 7 ( 5 7 ) +79 +81.5 +84 +81.5 +80.5 +83. 5 +86 +80 +82. 5 2 X F R O N T Y A R D S E T B A C K 71 Top 72? Bottom 70.75? +74.85 +71.35 +70 +67 +66.7+64 . 2 +63 . 9 +61 . 9 Zone 1 Zone 4 Zone 4 Zone 4 Zone 4 Zone 8 Ex:83.36 Ex:85.21 Ex:82.52 Ex:82.59 Ex:78.53 Ex:79.22 72.85 Ex:76.80 Ex:79.13 Ex:78.23 Ex:83.71 72.85 71.46 75.15 72.65 72.15 76.71 77.5477.54 73.72 76.31 76.31 76.81 76.81 80.31 80.31 68.96 71.46 68.96 65.55 66.19 68.69 68.44 65.94 65.51 65.71 72.97 73.00 73.00 65.71 Ex:66.83 Ex:69.42 73.00 72.97 72.35 TD:72.36 BOW:72.97 73.00 BOW:72.36 71.76 76.31 76.31 76.81 76.81 74.21 73.72 79.31 79.31 79.3179.00 76.71 77.54 77.54 78.53 80.31 Ex:82.59 80.31 Ex:82.52 TOW:85.21 TOW:83.68 TOW:83.36 BOW:63.01 TOW:65.51 BOW:64.52TOW:67.02 BOW:67.59TOW:70.09 BOW:68.96TOW:71.46 BOW:71.96TOW:72.85 BOW:69.65 TOW:72.15 BOW:72.65TOW:75.15 BOW:63.84TOW:65.71 BOW:65.87TOW:67.21 BOW:68.95TOW:??? TOW:65.56BOW:65.05 TOW:70.09 BOW:67.59 TOW:71.42 BOW:68.92 TOW:72.50 BOW:70.00 TD:72.16 TOW:78.24 BOW:71.09 TOW:79.21 BOW:72.83 72.87 59.23 69.03 71.89 73.07 73.62 74.79 EntryF.F.75.00 71.82 71.57 71.53 71.23 70.59 71.10 10 0 10 20 30 Scale 1" = 10' Note: All Disturbed Areas to be revegetated with an approved seed mix and Stabilized As Necessarry Areas Gardens 509 sf+136sf+89sf= 614 Lawn 665 sf Native 2,524+6838 sf=9,392 Page 52 of 110 X T X T X T X T X T X T XT XT XT XT X T X T X T X T XT XT XT XT XT XT XT XT XT XT XT XT S G E SNYDER PARK FERGUSON EXEMPTION LOT A OF LOT 4 SPLIT E X U E X U E X U E X U E X U E XU E XU E XU E X U E X U E X U E X U E X U E XU E XU E XU E XUE XU E XU E XU E XUE XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XUE XUE XUE XUE XUE XUE XUE XUE G T C XW S XW S XW S XW S XW S X W S X W S X W S XW S XW S XW S XW S XW S XWSXWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XW S XW S XW S XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XW XW XW XW XW S XW S X W S XWS XWSXCXCXCXCXCXCXCXCXC XC XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG X G X G X G X G X G X G X G X G X G X G X G XG XG XG XG XG XG XG XG XG X G XG XG XG XG XG XG XG XG XG XG X G X G X G XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XS S XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XO E XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC T E WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G WS WS WS WS WS WS WS WS WS WS C C C C C C C C G G G G G G G G G G G G G G G G SS SS SS S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS T T T T T T T T T T T T T T T T T T T T UE UE U E UE U E U E U E U E U E UE UE UE UE UE UE UE UE UE UE XS S XS S XS S XS S XS S XS S XS S XSS XSS XSS XSS XSS XSS XSS XSS OC < 0 00 0 98 PC : 0 + 0 2 . 6 9 PT: 0 + 0 5 . 8 0 PC: 0 + 1 3 . 8 4 PT : 0 + 2 8 . 0 0 PC : 0 + 3 7 . 7 4 PT: 0+68 . 2 2 PC: 0+77 . 3 6 PT: 0 + 9 0 . 5 1 Sta r t W a l k w a y ST A : 0 + 0 0 . 0 0 N:5 2 2 1 . 7 0 E:4 7 2 2 . 9 4 End W a l k w a y STA : 0 + 9 8 . 2 2 N:5 1 6 8 . 7 7 E:4 7 9 7 . 1 5 1 0 0 200 2 08 PT : 0 + 5 0 . 6 1 P C : 0 + 7 0 . 1 6 P T : 1 + 0 0 . 9 1 P C : 1 + 2 4 . 6 1 PT: 1 + 3 9 . 0 7 ST A : 0 + 0 0 . 0 0 End 1 0 8 M i d l a n d D r i v e w a y A l i g n m e n t STA : 2 + 0 7 . 7 5 N:51 5 1 . 1 4 E:47 4 2 . 4 7 100 200 PC: 0 + 4 5 . 5 4 PT: 1 + 9 6 . 2 6 PC: 2 + 1 7 . 0 2 PT: 2+ 8 0 . 0 2 201 00 202 00 202 97 PC: 2 0 0 + 6 4 . 1 3 PT: 2 0 2 + 1 6 . 4 1 PC: 2 0 2 + 3 7 . 1 7 End Fl o w L i n e A l i g n m e n t STA:2 0 2 + 9 7 . 3 0 N:522 9 . 3 7 E:472 2 . 7 8 1 . 9 % 12.0% 12.7% 1. 9 % 0 . 7 % 5.0 %5. 3 % 00 1 0 1 0 0 101 25 PC : 1 0 0 + 1 2 . 3 1 P T : 1 0 1 + 0 7 . 7 7 Sta r t 1 0 4 M i d l a n d D r i v e w a y A l i g n m e n t STA : 1 0 0 + 0 0 . 0 0 E:4 6 0 7 . 4 2 E n d 1 0 4 M i d l a n d D r i v e w a y A l i g n m e n t S T A : 1 0 1 + 2 5 . 0 0 N: 5 0 3 5 . 3 3 E: 4 7 2 0 . 8 1 Structure - (3) Structure - (4) P i p e - ( 2 ) Structure - (5) Pip e - ( 3 ) Structure - (6) Pipe - (4) Structure - (7) Pip e - ( 5 ) Structure - (8) Structure - (9) Pipe - ( 6 ) Structure - (10) Structure - (11)Pipe - (7) Structure - (12) Pip e - ( 8 ) P i p e - ( 9 ) Structure - (14)Pip e - ( 1 0 ) Structure - (15) Structure - (16)Pip e - ( 1 1 ) Pipe - (12) Structure - (17) Structure - (18) Zone 2/2a 7 9 6 0 ' - 0 " 7 9 6 5 ' - 0 " 7 9 7 0 ' - 0 " 7 9 7 5 ' - 0 " 7 9 6 5 ' - 0 " 7 9 7 0 ' - 0 " 79 8 0 ' - 0 " 79 8 5 ' - 0 " 7975'-0 " 7980' - 0 " 7 9 6 0 ' - 0 " 79 6 5 ' - 0 " 797 0 ' - 0 " RE A R Y A R D S E T B A C K 10' - 0 " SID E Y A R D S E T B A C K 10 ' - 0 " FRO N T Y A R D S E T B A C K 25'-0" SID E Y A R D S E T B A C K 10 ' - 0 " TRA S H EN C L O S U R E MECHANICAL ENCLOSURE 7975'-0" 7973'-0" 7975'-0"PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E PROP E R T Y L I N E BIK E STO R A G E MID L A N D A V E 75+ +77 75++74.95 +73.95 795 7 ( 5 7 ) +79 +81.5 +84 +81.5 +80.5 +83. 5 +86 +80 +82. 5 2 X F R O N T Y A R D S E T B A C K 71 Top 72? Bottom 70.75? +74.85 +71.35 +70 +67 +66.7+64 . 2 +63 . 9 +61 . 9 Zone 1 Zone 4 Zone 4 Zone 4 Zone 4 Zone 8 Key Existing Evergreen to Remain Existing Deciduous to Remain Proposed 10-16' Evergreen (Zone 7) Proposed 2.5-4" Deciduous (Zone 6) Proposed #2 or #5 Deciduous (Zone 3) Proposed 4-6' Deciduous (Zone 3) Proposed Accent Specialty Evergreen (Zone 3) Perennials and Ground Covers (Garden Zone 2 and 2a) Path Light 10 0 10 20 30 Scale 1" = 10' Note: All Disturbed Areas to be revegetated with an approved seed mix and Stabilized As Necessarry Areas Gardens 509 sf+136sf+89sf= 614 Lawn 665 sf Native 2,524+6838 sf=9,392 Page 53 of 110 A0.02 PROPOSED SITE AND EXTERIOR LIGHTING PLAN NOT FOR CONSTRUCTION 1/26/2023COUNCIL + ANDERSSON / WISE 807 Brazos St #800 Austin TX 78701 RED 1001 Grand Ave #103 Glenwood Springs CO 81601 © These documents have been specifically prepared for 108 Midland Avenue. They are not suitable for use on other projects or in other locations without the approval and participation of the architect. Reproduction prohibited without approval of the architect. 2023 Haynes Residence 108 Midland Avenue Aspen, CO 81611 SITE NOTES ① GREY BACKGROUND DENOTES EXISTING SURVEY FLOOR ELEVATIONS SECOND FLOOR - T.O. PLY. = 111'-0" (SITE = 7985'-11 1/4") FIRST FLOOR - T.O. PLY. = 100'-0" (SITE = 7974'-11 1/4") FIRST FLOOR OFFICE - T.O. PLY. = 99'-0" (SITE = 7973'-11 1/4") GARAGE - T.O. CONC. = 98'-0" (SITE = 7972'-11 1/4") CRAWL - T.O. CONC. = 93'-3 3/4" (SITE = 7967'-10 1/2") BASEMENT - T.O. PLY. = 89'-11 1/4" (SITE = 7966'-0") BASEMENT - T.O. PLY. = 88'-11 1/4" (SITE = 7965'-0") BASEMENT - T.O. PLY. = 87'-11 1/4" (SITE = 7964'-0") SET REBAR & CAP LS No. 38342 FOUND MONUMENT AS DESCRIBED SITE LEGEND EASEMENT FENCE PROPOERTY LINE EXISTING GRADE PROPOSED GRADE SETBACK LINE TREE TO BE RETAINED AS REQ'D TREE TO BE REMOVED TREE LEGEND EXISTING HOUSE CONCEPTUAL LOCATION AND FOOTPRINT OF PROPOSED HOUSE LIGHTING LEGEND 26.02 IN-GRADE LIGHT FIXTURE 26.03 RECESSED WALL LIGHT N TREE TABLE TRUNK DIAMETER IN INCHES, DRIPLINE IN FEET D = DECIDUOUS, C = CONIFER TREE #TREE TYPE DIAMETER DRIPLINE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 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 C D C C C C C C C C C C C C C C C C C C C C C C C C C C D D D D D D D D D D D D D D D D D D D D D D D 21 12 7 10 11 12 11 11 9 11 21 10 9 6 14 13 13 10 12 10 8 9 10 13 8 7 14 12 14 17 14 18 12 10 10 11 13 15 14 12 14 12 10 9 10 7 12 10 9 13 9 20 12 12 9 10 14 9 6 6 15 10 14 10 13 8 8 7 10 10 6 8 4 7 4 5 5 9 5 7 4 5 4 6 4 4 4 4 9 9 8 10 7 8 8 8 6 9 8 11 11 10 52 53 54 55 56 57 58 59 60 61 62 63 64 65 C C C C C C C C D D D D D D 10 13 12 9 9 12 11 14 8 14 9 11 9 14 9 14 9 11 10 11 10 14 11 9 8 7 11 8 10' 10 ' 25 ' 2 5 ' 39 '-5.5" 1 2 3 4 5 6 7 8 1 0 1 1 2 3 2 2 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 3 3 2 3 1 9 1 2 1 3 1 4 2 0 1 8 1 9 1 5 1 7 1 6 2 1 3 7 5 0 4 9 4 8 4 7 4 6 4 5 4 4 4 3 4 2 4 1 4 0 3 9 3 8 3 6 3 5 3 4 5 2 5 4 5 6 5 5 6 5 6 3 6 4 5 1 5 3 5 8 6 0 5 9 6 2 5 7 83'-4.5" PARKING SPACE (TYP.) FIRE TRUCK TURNAROUND HOSE BIB HOSE BIB HOSE BIB HOSE BIB 2 .01 26.02 26.02 26.02 26.03 26.03 26.03 26.03 26.03 32.04 32.04 32.04 32.04 26.02 26.02 26.02 26.02 26.02 26.02 26.02 26.03 26.03 32.02 32.02 32.02 32.02 32.05 35.02 32.02 32.02 32.02 AUTOCOURT OPEN NO FENCE ACCESS P R O P E R T Y L I N E S I D E S E T B A C K REAR SETBACK FRONT SETBACK S I D E S E T B A C K P R O P E R T Y L I N E MIDLAND AVE CONCRETE SID E W A L K MECH ENCLOSURE T R A S H 798 0 79 8 5 79 8 0 7 9 8 0 7975 7 9 7 5 7 9 7 0 797 0 797 5 79 6 5 796 0 7 9 6 5 796 0 79 6 5 797 0 796 0 797 0 797 5 7 9 8 5 7980 104 MIDLAND AVE 10' 15' 46 '-9 .5 " 2 0 '- 1 0 . 5 " N SCALE: 1" = 10'1Proposed Site Plan 0 5'10'20' THESE PLANS ARE CONCEPTUAL IN NATURE. INDIVIDUAL BUILDING PLANS MAY VARY BUT WILL BE EVALUATED FOR COMPLIANCE WITH DESIGN STANDARDS CONTAINED WITHIN SECTION 26.575.020 OF THE CITY OF ASPEN MUNICIPAL CODE AT THE TIME OF SUBMITTING A BUILDING PERMIT APPLICATION. Page 54 of 110 PROPOSEDEXISTINGPage 55 of 110 PROPOSEDEXISTINGPage 56 of 110 PROPOSEDEXISTINGPage 57 of 110 PROPOSEDEXISTINGPage 58 of 110 PROPOSEDEXISTINGPage 59 of 110 12 10 9 8 7 6 5 43 2 1 11 12 11 10 9 8 7 6 5 4 3 2 1 MID L A N D A V E N U E Page 60 of 110 Exhibit E.1 Page 61 of 110 Page 62 of 110 Page 63 of 110 Page 64 of 110 Page 65 of 110 September 12, 2022 Jay Engstrom Crystal River Civil LLC 1101 Village Rd UL-4C Carbondale, CO 81623 RE: 108 Midland Ave Dear Jay, The Aspen Consolidated Sanitation District currently has sufficient wastewater collection and treatment capacity to serve this project. Service is contingent upon compliance with the district’s rules, regulations, and specifications, which are on file at the District office. There are downstream constraints in the District’s collection system that will be corrected through a system of proportionate impact fees. A tap permit must be completed at our office when detailed plans become available. Fees will be estimated at that time. The total connection charges due the District must be paid prior to the issuance of a foundation and/or infrastructure permit. Existing service lines or laterals connected to the District’s main line, serving the subject property and adjacent properties must be identified, located and isolated from soil stabilization processes or other potential damage, or, properly disconnected from the ACSD main line at the point of connection according to specific ACSD requirements. Once detailed plans are made available to the district, we can comment specifically about this proposed project. Sincerely, Chip Strait Permit Technician CC Bruce Matherly, ACSD District Manager Exhibit G.1 Intent to Serve Letters Page 66 of 110 Improving life with energy www.blackhillsenergy.com September, 13th 2022 Re: 108 Midland Ave Aspen, Co 81611 To whom it may concern: The above mentioned development is within the certificated service area of Black Hills Energy Black Hills Energy has existing natural gas facilities located on or near the above mentioned project. At this time it appears that these existing facilities have adequate capacity to provide natural gas service to your project, subject to the tariffs, rules and regulations on file. Any upgrading of our facilities necessary to deliver adequate service to and within the development will be undertaken by Black Hills Energy upon completion of appropriate contractual agreements and subject to necessary governmental approvals. Please contact us with any questions regarding this project, and with a timeline of when you would like to proceed with your project. Sincerely, Paul Ficklin Utility Construction Planner Black Hills Energy Glenwood Springs, Co Name Paul Ficklin Title: Utility Construction Planner paul.ficklin@blackhillscorp.com 580 Hwy 92 Delta, Co 81416 970-596-1122 Page 67 of 110 Improving life with energy www.blackhillsenergy.com Page 68 of 110 September 13, 2022 Jay Engstrom, P.E. Crystal River Civil LLC 1101 Village Road UL-4C Carbondale, Colorado 81623 Dear Jay: Subject: Residential Property Currently Addressed as: 108 Midland Avenue, Aspen, CO. City of Aspen Water Service In response to your recent request, this letter will serve as written verification that the City of Aspen Utilities Department currently has sufficient capacity to provide water to 108 Midland Avenue. This statement of capacity is valid for a period of 90 days from the date of this letter. Aspen makes no guarantee that it will have sufficient capacity to serve this lot if water service has not been initiated prior to the expiration of said five-year period. This letter does not represent a commitment to serve this property. To obtain water service to this property, the applicant will need to demonstrate full compliance with the requirements of the City Municipal Code and the Aspen Water Utility Standards. Due to the unknown age and condition of the service line, the developer may be required to abandon at the main water line and upsize the service line as necessary to serve this project. If you have need of additional information concerning City of Aspen water service, please do not hesitate to contact me at 970.920.5118. Sincerely, Justin Forman, P.E. Field Operations Manager City of Aspen Utilities Department justin.forman@aspen.gov Page 69 of 110 3799 HIGHWAY 82∙P.O. BOX 2150 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-5491∙FAX (970) 945-4081 A Touchstone Energy→ Cooperative September 12, 2022 Jay Engstrom, P.E. Crystal River Civil, LLC 970-404-1144 RE: 108 Midland Ave, Aspen The above mentioned development is within the certified service area of Holy Cross Energy. Holy Cross Energy has adequate power supply to provide electric power to the development, subject to tariffs, rules and regulations on file. Any power line enlargements, relocations, and new extensions necessary to deliver adequate power to and within the development will be undertaken by Holy Cross Energy upon completion of appropriate contractual agreements and subject to necessary governmental approvals. Please advise when you wish to proceed with the development of the electric system for this project. Sincerely, HOLY CROSS ENERGY Libby Cowling, Engineering Department lcowling@holycross.com (970) 947-5428 LC:MM Page 70 of 110 108 Midland Avenue Proposed Residence 79 6 0 7 9 6 1 7 9 6 2 7 9 6 3 7 9 6 4 7 9 6 5 7 9 6 6 7 9 6 7 7 9 6 8 797 3 79 7 2 7 9 6 9 79 7 0 79 7 1 79 6 8 79 7 2 797 7 79 7 8 797 3 79 7 5 797 6 79 7 0 7972 797 3 79 7 5 79 6 4 7 9 6 7 79 6 9 7 9 6 8 79 6 6 7 9 6 6 79 6 5 7 9 7 2 797 2 104 Midland Avenue Existing Residence Mid l a n d A v e n u e Rig h t - O f - W a y East Cooper Avenue Right-Of-Way 15' Open Space Easement Building Envelope Property Line Proposed 108 Midland Avenue Driveway Proposed Regrading Of 104 Midland Avenue Driveway Proposed Curb and Gutter and 5' Sidewalk Proposed Asphalt Proposed Retaining Walls To Minimize Disturbance Proposed Sand Set Pervious Walkway Proposed Sand Set Pervious Pavers Proposed Driveway Ramp Grass Paver Fire Truck Turnaround Dry Creek Landscape Feature Stormwater Drywell Stormwater Drywell Stormwater Drywell XC XC C C C XFO XFO FO FO << FD FD XG XG G G G XSS XSS SS SS XUE XUE UE UE XOE XOE OE OE XT XT T T T XW XW W W W XWS XWS WS WS Abbreviations: ASTM American Society of Testing and Materials Avg Average Bldg Building BM Benchmark BMP Best Management Practices BOW Bottom of Wall Con Concrete Demo Demolition Dia or Ø Diameter Dim Dimension El or Elev Elevation Ex Existing FFE Finished Floor Elevation FL Flow Line Ft Foot or Feet Gal Gallons Horiz Horizontal Hp High Point Inv Invert LF Linear Feet LP Low Point Max Maximum Min Minimum NTS Not To Scale Off Offset PC Point of Horizontal Tangency PCC Point of Compound Curve Perf Perforated PI Point of Horizontal Tangency Prop Proposed PVC Polyvinyl Chloride Pipe Q Flow Rate RCP Reinforced Concrete Pipe ROW Right-Of-Way SF Square Feet Sta Station SY Square Yard TD Trench Drain Legend Existing Communications Line Proposed Easement Line Edge of Pavement Edge of Gravel Edge of Water Fiber Optic Line Flow Line Foundation Drain Gas Line Gutter Flow Line / Break Line Major Contour Line Minor Contour Line Property Line Sanitary Sewer Line Storm Drain Line Concrete / Sidewalk / Patio Underground Electric Line Overhead Electric Line Telephone Line Water Line Water Service Line TOW Top of Wall XRW XRW RW RWRaw Water Line Design Notes 1. The design is based on the best available information. This includes but is not limited to site conditions, features and structures, and topographical information. Crystal River Civil is assuming no responsibility for the accuracy of site information. 2.If any discrepancies or inaccurate information is found within Crystal River Civils' documents, the affected work should be temporarily put on hold. Contact CRC to verify a solution and hold all work until the necessary alterations have been made. 3. No field changes are to occur without written approval of the engineer. If changes are requested and approved, Crystal River Civil will review the change and respond accordingly. Construction Notes 1. All work completed on this project must meet standards set by the project's jurisdictions. This includes but is not limited to HOA standards, city/town standards, county standards, and/or state standards. 2. The contractor is required to have a copy of current and approved construction plans. Any standards and specifications necessary for the work must be on site for the duration of the project as well. 3. All work must be completed to horizontal and vertical information shown on the plans. If any changes have occurred, Crystal River Civil must verify the alterations prior to receiving approval of completion. 4.Construction staking of horizontal and vertical layout is the responsibility of the Contractor. If additional documents, site visits for verification, or alterations are necessary, Crystal River Civil can be hired for construction administration for additional services. 5. Property lines, monuments, benchmarks, survey control, and additional historic survey information cannot be removed and cannot be removed for construction. Disturbed survey items are the responsibility of the contractor and must be restored by a state of Colorado licensed land surveyor. 6. Work and storage areas must be maintained only onsite. Project construction in Right-Of-Ways, public space, and private property must be approved in writing by the necessary jurisdiction or individual. 7. Limits of disturbance, tree protection, and slope protection defined within the plans must be met. Disturbances outside of these extents may require alterations to the design and has implications that are the responsibility of the contractor. If damage shall occur outside of these areas, the site conditions shall be restored to their original state. 8.If applicable and a tree removal plan has been developed for the project, it is the responsibility of the contractor to meet the proposed conditions by the approved document. The contractor must not damage, trim, or remove trees and or bushes that are not approved for modification by the tree removal plan. Approval for proceeding with additional tree removal must be approved by Crystal River Civil, the landscape architect, the owner, and/or any stakeholders. 9. The Contractor is responsible for removal of waste created onsite from construction. Waste material that does not meet the requirements for cannot be used for backfilling on the project and must be exported from the site. 10. All materials requiring compaction must meet CDOT and/or ASTM Standards. 11. If traffic control is needed for the project, it is the responsibility of the contractor to obtain and implement an approved traffic control plan. Street access must be provided to the public within the Right-Of-Way - Any obstruction to general traffic flow must be mitigated for. Pedestrian access must be always provided, and traffic entering and leaving the project site is to be observed by the contractor. 12. Dust mitigation must be provided by the contractor as necessary. Water shall be used as a dust palliative where and when required. Sweeping and cleaning streets and sidewalks during the construction will be directed by the affected jurisdictions and performed as necessary by the contractor. Utility Notes 1. Utilities shown on these plans have been located and documented by the surveyor. 2.Existing utilities must be verified on the site prior to construction. The contractor must protect and maintain these existing utilities throughout construction. If any damages occur to existing utility lines, it is the responsibility of the contractor to coordinate with the utility provider replace and repair the utilities as necessary. 3. The contractor must notify the utility providers a minimum of 3 days prior to any work completed. Coordination with the utility providers is the responsibility of the contractor. 4. All utility work completed by the contractor must be installed as per the utility providers' standards and requirements. Inspections must be performed by utility providers as deemed necessary by the corresponding standards. It is the responsibility of the contractor to organize these inspections. 5.If any shallow utilities, including communication and telephone services and lines, are exposed, and temporarily altered for construction, the reinstallation of these utilities must conform with the utility providers standards. 6. Uncovered gas lines must be temporarily contained with 18 inches backfill to minimize exposure. 7. Stormwater infrastructure must pe protected by the contractor as shown in the Erosion Control Plan. During construction, additional stormwater management may be necessary during specific construction procedures and is the responsibility of the contractor. 0 40 N S W E Drawing Scale Units (Feet) 1" = 20' 20 Vicinity Map Not to Scale Site 108 Midland Avenue Aspen CO, 81611 Of 11 Pages 01 Co u n c i l R e v i e w D r a w i n g s 12 . 2 3 . 2 0 2 2 JK E # De s c r i p t i o n Da t e D r a w n B y 10 8 M i d l a n d A v e n u e As p e n , C o l o r a d o , 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.07 C.01 Title And Notes Sheet List Table Sheet Number Sheet Title C.01 Title And Notes C.02 Existing Conditions C.03 Existing Conditions Steep Slope Analysis C.04 Platted Steep Slope Analysis C.05 Demolition Plan C.06 Utility Plan C.07 Basin Analysis And Drainage Design C.08 108 Midland Driveway Plan and Profile C.09 104 Midland Driveway Plan and Profile C.10 Grading And Drainage C.11 Right-Of-Way Plan and Profile Page 71 of 110 Of 11 Pages 01 Co u n c i l R e v i e w D r a w i n g s 12 . 2 3 . 2 0 2 2 JK E # De s c r i p t i o n Da t e D r a w n B y 10 8 M i d l a n d A v e n u e As p e n , C o l o r a d o , 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.07 C.02 Existing Conditions Note: Survey Is Not To Scale. See Original Survey For Measurements Page 72 of 110 0+ 7 0 . 0 0 1+ 3 0 . 0 0 D D D D < Area Within Right-Of-Way To Be Impacted 57 Square Feet Steep Slopes Not To Be Impacted Steep Slopes On 104 Midland Avenue To Be Impacted 985 Square Feet Steep Slopes On 104 Midland Avenue Not To Be Impacted Steep Slopes From Pond Removed From Site Due To Pond Removal Process Steep Slopes On Site To Be Impacted 343 Square Feet Steep Slopes From Retaining Wall To Remain Steep Slopes Not To Be Impacted Property Line (Typ) Setback Line (Typ) Edge Of Existing Driveway Edge Of Existing Driveway For 104 Midland Avenue Midland Avenue 7961 7963 7965 7968 7970 7972 7973 797 879 6 6 7986 79 8 5 7960 7965 7970 7975 7977 7 9 7 5 7 9 7 9 7 9 7 0 7 9 6 5 7980 7982 7985 7972 7960 796 1 79 6 2 79 6 3 79 6 4 79 6 5 79 6 6 79 6 7 79 6 8 7973 7 9 7 2 79 6 9 7 9 7 0 7 9 7 1 7968 7972 7977 7978 7973 7975 7976 7970 79 7 2 7973 7 9 7 5 7964 796 7 796 9 796 8 796 6 796 6 7965 797 2 7972 Steep Slopes On Site To Be Impacted 208 Square Feet Steep Slopes On Site To Be Impacted 421 Square Feet Steep Slopes On Site To Be Impacted 40 Square Feet Of 11 Pages 01 Co u n c i l R e v i e w D r a w i n g s 12 . 2 3 . 2 0 2 2 JK E # De s c r i p t i o n Da t e D r a w n B y 10 8 M i d l a n d A v e n u e As p e n , C o l o r a d o , 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.07 Drawing Scale Units (Feet) 1" = 10' 10 20 N S W E 0 = 30% Steep Slope Area Not To Be Impacted = 30% Steep Slope Area Onsite To Be Impacted = 30% Steep Slope Area Offsite To Be Impacted Note: 30% Steep Slope Areas Represented In These Drawings Have Been Designated By The Surveyor 108 Midland Avenue Proposed Residence C.03 Existing Conditions Steep Slope Analysis Page 73 of 110 D D D S XSS XSS XSS D < Steep Slopes Not To Be Impacted Steep Slopes On Neighboring Property To Be Impacted 632 Square Feet Steep Slopes On Site To Be Impacted 81 Square Feet Property Line (Typ) Setback Line (Typ) Edge Of Existing Driveway Edge Of Existing Driveway For Neighboring Residence Platted 30% Slope Area Book 11 Page 59 Steep Slopes In Right-Of-Way To Be Impacted 82 Square Feet Steep Slopes Not To Be Impacted 7961 7963 7965 7968 7970 7972 7973 797 879 6 6 7986 79 8 5 7960 7965 7970 7975 7977 7 9 7 5 7 9 7 9 7 9 7 0 7 9 6 5 7980 7982 7985 7972 7960 796 1 79 6 2 79 6 3 79 6 4 79 6 5 79 6 6 79 6 7 79 6 8 7973 7 9 7 2 79 6 9 7 9 7 0 7 9 7 1 7968 7972 7977 7978 7973 7975 7976 7970 79 7 2 7973 7 9 7 5 7964 796 7 796 9 796 8 7966 796 6 796 5 797 2 7972 Steep Slopes On Site To Be Impacted 2,734 Square Feet Of 11 Pages 01 Co u n c i l R e v i e w D r a w i n g s 12 . 2 3 . 2 0 2 2 JK E # De s c r i p t i o n Da t e D r a w n B y 10 8 M i d l a n d A v e n u e As p e n , C o l o r a d o , 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.07 Drawing Scale Units (Feet) 1" = 10' 10 20 N S W E 0 = 30% Steep Slope Area Not To Be Impacted = 30% Steep Slope Area Onsite To Be Impacted = 30% Steep Slope Area Offsite To Be Impacted Note: 30% Steep Slope Areas Represented In These Drawings Have Been Designated By The Surveyor 108 Midland Avenue Proposed Residence C.04 Platted Steep Slope Analysis Page 74 of 110 D XT XT XT XT XT XT XT XT X T X T XT XT XT XT XT XT XTXTXTXTXTXTXTXTXTXT XT XT XT E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XUE XUE XUE X U E XUEXUEXUEXUEXUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUEXUEXUEXUEXUEXUEXUEXUEXUEXUEXUEXUEXUEXUEXUE XU E XU E XU E G T C XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS X W S X W S X W S X W S XW S XW S XW S XW S XW S XW S XW S XW S XW S XW S XW S XWS XWS XWS XWS XWSXWSXWSXWSXWSXWSXWS XWS XWS XWS XWS XW S XW S XW S XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XWS XW S XW S XW S XW S XW S XW S XW S XW S XW S XW S X W S X W S X W S X W S X W S X W S XW XW XW XW XW XW S XW S XW S XW S X W S X W S X W S X W S X W S X W S X W S X W S X W S X W S X W S X W S X W S X W S XC X C X C X C X C X C X C X C X C X C X C X C X C X C X C X C X C X C X C XG XG XG XG XG XG XG XG XG XG XG XG XG XG XGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXG XG XG XG XG XG XG XG XG XG XG XG X G X G X G X G X G X G X G X G XG XG XG XG XG XG X G X G X G X G X G X G XG XG XG X G X G X G XG X G X G XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG XG E S XSS XSS XSS T C E XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XC XC XC XC XC XC XC XC XC XC X C XC XC X C XC X C X C XC X C XC T E D XSS XSS XSS XSS XSS XSS XSS XS S XS S X S S X S S XS S XS S X S S X S S < 7961 7963 7965 7968 7970 7972 7973 797 879 6 6 7986 79 8 5 7960 7965 7970 7975 7977 7 9 7 5 7 9 7 9 7 9 7 0 7 9 6 5 7980 7982 7985 7972 Abandon Existing Water Service Tap For 108 Midland Avenue Verify Abandonment Of Old 104 Midland Avenue Service As Per City of Aspen Water District Standards. Contact City Of Aspen Prior To Abandonment Abandon Existing Water Service Tap For 104 Midland Avenue As Per City of Aspen Water Department Standards. Contact City Of Aspen Prior to Abandonment Communications Service for 104 Midland To Be Lowered During Driveway Reconstruction To Meet Utility Provider Requirements 102 Linear Feet Black Hills Energy Natural Gas Service for 104 Midland To Be Realigned And Lowered During Driveway Reconstruction To Meet Utility Provider Requirements 75 Linear Feet Black Hills Energy Natural Gas Service for 108 Midland To Be Realigned And Lowered During Driveway Reconstruction To Meet Utility Provider Requirements 100 Linear Feet Remove or Abandon Existing Water Service For 104 Midland Avenue 85 Linear Feet Remove or Abandon Existing Water Service For 104 Midland Avenue 250 Linear Feet Remove Or Abandon Telephone Service for 108 Midland 88 Linear Feet Remove Or Abandon Electrical Service for 108 Midland 94 Linear Feet Remove Communications Service for 108 Midland 105 Linear Feet Remove Sewer Service for 108 Midland 88 Linear Feet Repair And Service Sewer Manhole As Necessary For New Service Tie-In As Per ACSD StandardsMill 2' of Existing Asphalt Along Sawcut 546 Square Feet Sawcut Asphalt Layout Shown on Right-Of-Way Plan and Profile Sheet 270 Linear Feet Remove Existing Asphalt 2,026 Square Feet Demolish Existing Sidewalk and Curb and Gutter 165 Linear Feet Remove Existing Concrete Driveway 5,710 Square Feet Grub and Prep Area For Improvements 2,160 Square Feet Sawcut Asphalt Layout Shown on Right-Of-Way Plan and Profile Sheet 24 Linear Feet Mill 2' of Existing Asphalt Along Sawcut 24 Square Feet Remove Existing Asphalt 36 Square Feet Grub and Prep Area For Improvements 3,801 Square Feet Demolish Improvements Around Existing Residence 575 Square Feet Demolish Existing Residence Note: For Tree Removal Information, See Tree Mitigation Plan Remove Abandoned Utilities As Necessary For Installation Of Proposed Infrastructure Of 11 Pages 01 Co u n c i l R e v i e w D r a w i n g s 12 . 2 3 . 2 0 2 2 JK E # De s c r i p t i o n Da t e D r a w n B y 10 8 M i d l a n d A v e n u e As p e n , C o l o r a d o , 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.07 Drawing Scale Units (Feet) 1" = 10' 10 20 N S W E 0 C.05 Demolition Plan Page 75 of 110 D D D XTXTXTXTXTXTXTXTXTXT XT XT XT X U E XUEXUEXUEXUEXUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUEXUEXUEXUEXUEXUEXUEXUEXUEXUEXUEXUEXUEXUEXUE XU E XU E XU E G XW XW XW XW XW XG XG XG XG XG XG XG XG XG XG XG XG XG XGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXG XG XG XG XG XG XG XG XG XG XG X G X G X G X G X G X G XG XG XG E S XSS XSS XSS T C E XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE T E D W S WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G WS WS WS WS W S W S W S W S W S W S W S W S W S W S W S W S W S W S W S W S W S W S C C C C C C C C C C C C C C C C C C C C C G G G G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S SS SS SS T T T T T T T T T T T T T T T T T T T T UE UE UE UE UE UE UE UE UE U E U E U E U E U E U E U E U E U E UE OC < 7961 7963 7965 7968 7970 7972 7973 797 879 6 6 7986 79 8 5 7960 7965 7970 7975 7977 7 9 7 5 7 9 7 9 7 9 7 0 7 9 6 5 7980 7982 7985 7972 7960 796 1 79 6 2 79 6 3 79 6 4 79 6 5 79 6 6 79 6 7 79 6 8 7973 7 9 7 2 79 6 9 7 9 7 0 7 9 7 1 7968 7972 7977 7978 7973 7975 7976 7970 79 7 2 7973 7 9 7 5 7964 796 7 796 9 796 8 796 6 796 6 7965 797 2 7972 Install 2" Water Service Tap As Per City Of Aspen Water Department Standards Maintain 18" of Separation Between All Fittings 2-Way Sewer Cleanout Within 5' of Structure 45° Bends 103± Linear Feet of 4" SDR-26 Gravity Sanitary Sewer Service Line Maintain Min. 5 Feet Of Cover Over Pipe 100± Linear Feet Electric Service Within 2" Conduit As Per City Of Aspen Electric Standards 97± Linear Feet Telecom Service Within 2" Conduit As Per Utility Provider Standards 208± Linear Feet Gas Service For 108 Midland Line Material and Size Per Black Hills Energy Requirements 128± Linear Feet Gas Service Realignment And Extension For 104 Midland Line Material and Size Per Black Hills Energy Requirements Tie Into Existing Sewer Manhole Grout and Seal Pipe Into Manhole As Per ACSD Standards 188± Linear Feet 2" Type K Copper Water Service From Curb Stop To Water Meter For 108 Midland 97± Linear Feet Type K Copper Water Service From Curb Stop To Water Meter For 104 Midland Match Size of Existing Water Service 105± Linear Feet Telecom Service Within 2" Conduit As Per Utility Provider Standards Communications Pedestal Install Water Service Tap As Per City Of Aspen Water Department Standards Size Service To Match Existing Tap Maintain 18" Separation Between All Fittings 12± Linear Feet Type K Copper Water Service From Tap To Curb Stop For 104 Midland Match Size of Existing Water Service Install Curb Stops For 104 And 108 Midland Avenue Tie Into Existing Service 12± Linear Feet 2" Type K Copper Water Service From Tap To Curb Stop For 104 Midland Curb Stop Every 100 Feet Of Service Gas Meter Black Hills Energy Gas Service Taps Telephone Pedestal Holy Cross Electric Transformer Verify Capacity Prior To Construction Verify and Maintain Separation Requirements For All Utility Crossings Of 11 Pages 01 Co u n c i l R e v i e w D r a w i n g s 12 . 2 3 . 2 0 2 2 JK E # De s c r i p t i o n Da t e D r a w n B y 10 8 M i d l a n d A v e n u e As p e n , C o l o r a d o , 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.07 Drawing Scale Units (Feet) 1" = 10' 10 20 N S W E 0 C.06 Utility Plan Page 76 of 110 D D D XT XT XT XT XT XT X T X T X T X T XT XT XT E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XU E XW XW XW XW XW D SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S T T T T T T T T T T T T T T T T T T UE UE UE UE UE UE UE UE UE U E U E U E U E U E U E U E U E XSS XSS XSS XSS XSS XSS XSS X S S X S S XS S X S S X S S OC < 7961 7963 7965 7968 7970 7972 7973 797 879 6 6 7986 79 8 5 7960 7965 7970 7975 7977 7 9 7 5 7 9 7 9 7 9 7 0 7 9 6 5 7980 7982 7985 7972 7960 796 1 79 6 2 79 6 3 79 6 4 79 6 5 79 6 6 79 6 7 79 6 8 7973 7 9 7 2 79 6 9 7 9 7 0 7 9 7 1 7968 7972 7977 7978 7973 7975 7976 7970 79 7 2 7973 7 9 7 5 7964 796 7 796 9 796 8 796 6 796 6 7965 797 2 7972 Additional Stormwater Design For 108 Midland Avenue To Be Provided for Permit Set Submittal Existing Drywell Collects Stormwater In Autocourt For 104 Midland Avenue 3 5,945 Sq Ft 56.5% Imp. Trench Drain With Catch Basin Ties Directly To Drywell 2 5,736 Sq Ft 78.4% Imp. 1 2,669 Sq Ft 68.2% Imp. Downspouts Downspout Downspout Downspout Downspout Trench Drain Trench Drain Drywell 1 4' Diameter 12' Deep 10' Deep of Capacity 193 Cubic Feet of Detention Sized For Full Detention of a 100-Year 1-Hour Storm Event Drywell 2 6' Diameter 17' Deep 15' Deep of Capacity 488 Cubic Feet of Detention Sized For Full Detention of a 100-Year 1-Hour Storm Event Driveway Drywell 6' Diameter 12' Deep 10' Deep of Capacity 350 Cubic Feet of Detention Sized For Full Detention of a 100-Year 1-Hour Storm Event Inlet Of 11 Pages 01 Co u n c i l R e v i e w D r a w i n g s 12 . 2 3 . 2 0 2 2 JK E # De s c r i p t i o n Da t e D r a w n B y 10 8 M i d l a n d A v e n u e As p e n , C o l o r a d o , 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.07 Drawing Scale Units (Feet) 1" = 10' 10 20 N S W E 0 C.07 Basin Analysis And Drainage Design Page 77 of 110 XW XW XW XW XW D C < 0 + 7 0 . 0 0 1 + 3 0 . 0 0 D D 108 Mid l a n d Propose d R e s i d e n c e Start Driveway 60° Angle Off Curb and Gutter Sta:0+09.54 Off:0.00'0 00 1 00 2 0 0 2 08 PC: 0+15.69 PC: 1+24.61 PC: 0+70.16 PT: 0+50.61 PT: 1+39.07 PT: 1+00.91 Start 108 Midland Driveway Alignment STA:0+00.00 N:5012.28 E:4605.02 End 108 Midland Driveway Alignment STA:2+07.75 N:5151.14 E:4742.47 Curb And Gutter Flow Line Sta:0+05.01 Off:8.00'R Elev:7960.03 Edge Of Pavement Sta:0+09.77 Off:10.75'R Elev:7960.15 Curb And Gutter Flow Line Sta:0+15.89 Off:11.12'L Elev:7959.12 Edge Of Pavement Sta:0+21.96 Off:8.00'L Elev:7959.23 Start Driveway Seperation Transition Sta:0+43.05 Off:8.06'R Elev:7962.03 30" Boulder Wall Sta:0+55.04 Off:8.00'R Elev:7963.01 Start 30" Boulder Wall Sta:0+75.49 Off:7.99'L Elev:7965.05 End 30" Boulder Wall Start Concrete Wall Sta:1+48.44 Off:7.50'L Elev:7970.35 7961 7963 7965 7968 7970 7972 7973 79 7 8 7 9 6 6 7986 79 8 5 7960 7965 7970 7975 7977 7 9 7 5 7 9 7 9 7 9 7 0 7 9 6 5 7980 7982 7985 7972 Tiered 30" Boulder Wall Sta:1+18.09 Off:12.50'R Elev:7971.96 End Tiered 30" Boulder Wall Start Concrete Wall Sta:1+50.74 Off:36.00'R Elev:7971.76 Concrete Wall Sta:1+50.74 Off:58.34'R Elev:7972.36 Concrete Wall Sta:1+84.06 Off:62.38'R Elev:7972.97 Edge of Pavement Trench Drain Sta:1+67.23 Off:32.72'R Elev:7972.16 L4 L 1 L2 L3 C1 C3 C2 1 6 . 0 ' Edge of Pavement Sta:2+02.75 Off:7.50'L Elev:7972.83 30" Boulder Wall Sta:1+33.27 Off:9.22'R Elev:7969.65 30" Boulder Wall Sta:1+24.61 Off:8.00'R Elev:7969.26 R30 ' R3 0 ' Edge of Pavement Sta:1+96.75 Off:8.50'R Elev:7972.63 Edge of Pavement Sta:2+02.75 Off:8.50'R Elev:7972.87 30" Boulder Wall Sta:0+51.74 Off:16.76'R Elev:7963.86 Edge Of Pavement Sta:0+19.33 Off:12.31'R Elev:7960.47 Edge Of Pavement Sta:0+38.98 Off:21.22'R Elev:7962.77 For Driveway Ramp See City Of Aspen Detail On Sheet C.016 10.0% 4.6% 3.9% 5.0% 2 . 0 % 12. 0 % See 104 Midland Driveway Plan And Profile For Additional Information End Tiered 30" Boulder Wall Sta:1+46.25 Off:36.00'R Elev:7974.21 3 ' 3 ' 6' 9' Series of 30" Corten Retaining Walls Fire Truck Turning Radius From East Cooper Onto Driveway Grass P a v e r Fire Tru c k Turnaro u n d 108 Mid l a n d Concrete Drivewa y 104 Mid l a n d Concrete Drivewa y 3' For Right-Of-Way Improvements See Sheet C.013-C.015 Propose d Asphalt Propo s e d S i d e w a l k With C u r b a n d G u t t e r Trench Drain Sta:1+63.92 Off:59.94'R Elev:7972.36 0.0% 2 . 6 % Ex:83.36 Ex:85.21 Ex:82.52 Ex:82.59 Ex:78.53 Ex:79.22 72.85 Ex:76.80 Ex:79.13 Ex:78.23 Ex:83.71 End Driveway Sta:2+02.75 3 . 0 : 1 3. 0 : 1 72.85 71.46 75.15 72.65 72.15 76.71 77.54 77.54 73.72 76.31 76.31 76.81 76.81 80.31 80.31 68.96 71.46 68.96 65.55 66.19 68.69 68.44 65.94 65.51 65.71 72.97 73.00 73.00 Trench Drain Sta:1+39.87 Off:13.42'R Elev:7970.21 Trench Drain Sta:1+39.87 Off:8.00'L Elev:7969.96 Trench Drain Sta:0+42.64 Off:7.90'R Elev:7962.00 Trench Drain Sta:0+42.35 Off:8.00'L Elev:7961.49 Trench Drain Sta:0+37.26 Off:19.76'R Elev:7962.40 7960 79 6 1 79 6 2 7 9 6 3 7 9 6 4 7 9 6 5 7 9 6 6 7 9 6 7 79 6 8 7973 7 9 7 2 79 6 9 7 9 7 0 7 9 7 1 7968 7972 7977 7978 7973 797 5 7976 7970 7972 7973 7 9 7 5 796 4 79 6 7 796 979 6 8 796 6 79 6 6 796 5 79 7 2 7972 Midland A v e n u e Right-Of - W a y East Co o p e r A v e n u e Right-Of - W a y Drywell Sta:0+45.04 Off:8.78'R Note: Dr a i n a g e S t o r m w a t e r S y s t e m f o r 1 0 8 Midland A v e n u e t o b e c o m p l e t e d f o r P e r m i t S e t 797 3 79 7 4 Edge of Pavement Trench Drain Sta:1+72.87 Off:20.34'R Elev:7971.82 Edge of Pavement Trench Drain Sta:1+75.09 Off:1.13'R Elev:7971.57 Edge of Pavement Trench Drain Sta:1+67.72 Off:7.50'L Elev:7971.23 Edge of Pavement Trench Drain Sta:1+53.64 Off:5.35'L Elev:7970.59 108 Midland Driveway Alignment Profile Horizontal Scale: 1"=10' Vertical Scale: 1"=10' 7955 7960 7970 7980 7955 7960 7970 7980 0+20 EG 7 9 6 0 . 6 F G 7 9 5 9 . 6 1 0+40 EG 7 9 6 2 . 9 F G 7 9 6 1 . 5 0 0+60 EG 7 9 6 6 . 1 F G 7 9 6 3 . 5 0 0+80 EG 7 9 6 9 . 8 F G 7 9 6 5 . 5 0 1+00 EG 7 9 7 2 . 5 F G 7 9 6 7 . 5 0 1+20 EG 7 9 7 5 . 3 F G 7 9 6 9 . 0 5 1+40 EG 7 9 7 6 . 8 F G 7 9 6 9 . 9 6 1+60 EG 7 9 7 8 . 1 F G 7 9 7 0 . 8 8 1+80 EG 7 9 7 8 . 3 F G 7 9 7 1 . 7 9 2+00 EG 7 9 7 9 . 4 F G 7 9 7 2 . 7 1 -0.63% 10.00% 4.58% Start Driveway Sta = 0+09.54 Elev = 7959.570 GRADE BREAK STA = 2+02.75 ELEV = 7972.834 LOW PT STA: 0+16.48 LOW PT ELEV: 7959.53 PVI STA:0+20.00 PVI ELEV:7959.50 K:0.75 LVC:8.00 BVCS: 0+16.00 BVCE: 7959.53 EVCS: 0+24.00 EVCE: 7959.90 HIGH PT STA: 1+16.99 HIGH PT ELEV: 7968.91 PVI STA:1+11.57 PVI ELEV:7968.66 K:2.00 LVC:10.85 BVCS: 1+06.15 BVCE: 7968.12 EVCS: 1+16.99 EVCE: 7968.91 Edge of Open Space Easement 108 Midland Property Line Setback Line Existing Driveway Grade Proposed Driveway Grade Sta:0+15.86 Elev:7959.53 104 Midland Property Line 0+70.00 7955 7960 7965 7970 7975 -20 -15 -10 -5 0 5 10 15 20 Edge of Drive Off=-8.00 El=7964.50 Edge of Drive Off=8.00 El=7964.50 Top of Wall Off=9.51 El=7967.01 Existing Grade Proposed Grade 1+30.00 7960 7965 7970 7975 7980 7985 -20 -15 -10 -5 0 5 10 15 20 25 30 Existing Grade Proposed Grade Top Of Wall Off=-9.50 El=7972.00 Edge of Road Off=8.47 El=7969.50 Top Of Wall Off=9.98 El=7972.01 Top Of Wall Off=14.53 El=7975.03 Edge of Road Off=-8.00 El=7969.50 Bottom Of Wall Off=12.99 El=7972.52 Line Table Line L1 L2 L3 L4 Bearing S87°45'51"E N39°35'14"E N48°23'51"E N26°35'14"E Length 15.69' 19.54' 23.70' 68.67' Start Point (N,E) 5012.28,4605.02 5025.43,4651.47 5062.59,4685.27 5089.73,4711.74 End Point (N,E) 5011.67,4620.70 5040.49,4663.93 5078.33,4702.99 5151.14,4742.47 Curve Table Curve C1 C2 C3 Radius 38.00' 200.00' 38.00' Length 34.92' 30.75' 14.47' Tangent 18.80' 15.41' 7.32' Chord 33.70' 30.72' 14.38' Bearing N65°54'41"E N43°59'32"E N37°29'32"E Delta 52° 38' 56" 8° 48' 37" 21° 48' 37" Of 11 Pages 01 Co u n c i l R e v i e w D r a w i n g s 12 . 2 3 . 2 0 2 2 JK E # De s c r i p t i o n Da t e D r a w n B y 10 8 M i d l a n d A v e n u e As p e n , C o l o r a d o , 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.07 Drawing Scale Units (Feet) 1" = 10' 10 20 N S W E 0 C.08 108 Midland Driveway Plan and Profile Page 78 of 110 D D 100 00 10 1 00 101 25 PC: 100+12.31 PC: 100+65.59 PT: 100+35.08 PT: 101+07.77 Start 104 Midland Driveway Alignment STA:100+00.00 N:5018.43 E:4607.42 End 104 Midland Driveway Alignment STA:101+25.00 N:5035.33 E:4720.81 7961 7963 7965 7968 7970 7972 7 9 6 6 7972 108 Mid l a n d Concret e Drivewa y 104 Mid l a n d Concrete Drivewa y Propose d Asphalt Propo s e d S i d e w a l k With C u r b a n d G u t t e r 7960 79 6 1 79 6 2 7 9 6 3 7 9 6 4 7 9 6 5 7 9 6 6 79 6 7 79 6 8 79 6 9 7 9 7 0 7968 7972 7973 797 5 7976 7970 797 2 7973 796 4 796 7 796 979 6 8 796 6 79 6 6 796 5 7972 Edge Of Pavement Sta:100+14.39 Off:11.11'R Elev:7960.15 Start Driveway Sta:100+09.50 Off:0.00' Elev:7959.48 Edge Of Pavement Sta:100+22.78 Off:8.65'R Elev:7960.47 Edge Of Pavement Sta:100+49.59 Off:7.04'R Elev:7962.77 Edge Of Pavement Sta:100+49.95 Off:8.89'R Elev:7962.81 Trench Drain Sta:100+46.50 Off:7.05'R Elev:7962.40 Trench Drain Sta:100+46.50 Off:6.87'L Elev:7962.00 Edge Of Driveway Transition Sta:100+47.00 Off:7.03'L Elev:7962.03 Edge Of Pavement Bottom Of Wall Sta:100+60.99 Off:8.18'L Elev:7963.86 Edge Of Pavement Sta:100+74.37 Off:7.97'R Elev:7965.88 Edge Of Pavement Sta:100+90.07 Off:11.70'R Elev:7968.13 Edge Of Pavement Sta:100+99.41 Off:12.15'R Elev:7969.20 Edge Of Pavement Sta:100+14.39 Off:11.11'R Elev:7960.15 Edge Of Pavement Sta:100+14.39 Off:11.11'R Elev:7960.15 Tie Into Existing Concrete Sta:101+14.93 Off:13.54'L Elev:7968.95 Tie Into Existing Concrete Sta:101+21.17 Off:10.25'R Elev:7969.03 Existing Drywell Sta:101+23.55 Off:3.99'L Elev:7969.36 L 5 L 6 L7 C 4 C5 Edge Of Pavement Sta:100+16.08 Off:10.85'L Elev:7959.23 Edge Of Pavement Sta:100+74.85 Off:9.39'L Elev:7965.53 R4 5 ' Bottom Of Wall Sta:100+56.72 Off:16.50'L Elev:7963.01 65.71 Ex:66.83 Ex:69.42 16 . 5 ' Replace Existing Rock Walls To Transition To Existing Grade Max 30" Boulder Wall 1 2 . 0 % 1.5% 2 . 0 % 1.0 % 3. 0 % Property Line (Typ) Property L i n e ( T y p ) 15' Ope n S p a c e E a s e m e n t Midland A v e n u e Right-Of - W a y East Co o p e r A v e n u e Right-Of - W a y Drywell Sta:100+49.34 Off:8.04'L 104 Midland Driveway Alignment Profile Horizontal Scale: 1"=10' Vertical Scale: 1"=10' 7955 7960 7970 7955 7960 7970 100+20 EG 7 9 6 0 . 8 F G 7 9 5 9 . 7 9 100+40 EG 7 9 6 3 . 3 F G 7 9 6 1 . 7 0 100+60 EG 7 9 6 5 . 4 F G 7 9 6 4 . 1 0 100+80 EG 7 9 6 7 . 7 F G 7 9 6 6 . 5 0 101+00 EG F G 7 9 6 8 . 7 4 101+20 EG F G -2.00% 2.00% 4.00% 12.00% PVI STA: 100+26.14 PVI ELEV: 7960.04 K: 1.50 LVC: 12.00 BV C S : 1 0 0 + 2 0 . 1 4 BV C E : 7 9 5 9 . 8 0 EV C S : 1 0 0 + 3 2 . 1 4 EV C E : 7 9 6 0 . 7 6 PVI STA: 101+03.47 PVI ELEV: 7969.32 K: 1.50 LVC: 21.00 BV C S : 1 0 0 + 9 2 . 9 8 BV C E : 7 9 6 8 . 0 6 EV C S : 1 0 1 + 1 3 . 9 7 EV C E : 7 9 6 9 . 1 1 HIGH PT. STA: 101+10.97 HIGH PT ELEV: 7969.14 START DRIVEWAY STA = 100+09.50 ELEV = 7959.483 TIE INTO EXISTING DRIVEWAY STA = 101+18.48 ELEV = 7969.016 104 Midland Property Line Line Table Line L5 L6 L7 Bearing S58°14'13"E N87°26'17"E N47°09'04"E Length 12.31' 30.51' 17.23' Start Point (N,E) 5018.43,4607.42 5006.30,4639.59 5023.61,4708.18 End Point (N,E) 5011.95,4617.89 5007.66,4670.06 5035.33,4720.81 Curve Table Curve C4 C5 Radius 38.00' 60.00' Length 22.77' 42.19' Tangent 11.74' 22.01' Chord 22.43' 41.32' Bearing S75°23'58"E N67°17'40"E Delta 34° 19' 30" 40° 17' 13" Of 11 Pages 01 Co u n c i l R e v i e w D r a w i n g s 12 . 2 3 . 2 0 2 2 JK E # De s c r i p t i o n Da t e D r a w n B y 10 8 M i d l a n d A v e n u e As p e n , C o l o r a d o , 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.07 Drawing Scale Units (Feet) 1" = 10' 10 20 N S W E 0 C.09 104 Midland Driveway Plan and Profile Page 79 of 110 XTXTXTXTXTXTXTXTXTXT XT XT XT X U E XUEXUEXUEXUEXUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUEXUEXUEXUEXUEXUEXUEXUEXUEXUEXUEXUEXUEXUEXUE XU E XU E XU E G XW S XW S XW S XW XW XW XW XW XG XG XG XG XG XG XG XG XG XG XG XG XG XGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXG XG XG XG XG XG XG XG XG XG XG X G X G X G X G X G X G XG XG XG E S XSS XSS XSS T C E XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE T E D W S WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G WS WS WS WS W S W S W S W S W S W S W S W S W S W S W S W S W S W S W S W S W S W S C C C C C C C C C C C C C C C C C C C C C G G G G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S SS SS SS T T T T T T T T T T T T T T T T T T T T UE UE UE UE UE UE UE UE UE U E U E U E U E U E U E U E U E U E UE OC < 0+ 7 0 . 0 0 1+ 3 0 . 0 0 D D D 108 Midland Proposed Residence 10.0% 3. 0 : 1 3.0% 1 0 . 0 % 4.6% 5. 9 % 7961 7963 7965 7968 7970 7972 7973 797 879 6 6 7986 79 8 5 7960 7965 7970 7975 7977 7 9 7 5 7 9 7 9 7 9 7 0 7 9 6 5 7980 7982 7985 7972 Grass Paver Fire Truck Turnaround 108 Midland Concrete Driveway 104 Midland Concrete Driveway Proposed Asphalt Proposed Sidew a l k With Curb and G u t t e r 7960 796 1 79 6 2 79 6 3 79 6 4 79 6 5 79 6 6 79 6 7 79 6 8 7973 7 9 7 2 79 6 9 7 9 7 0 7 9 7 1 7968 7972 7977 7978 7973 7975 7976 7970 79 7 2 7973 7 9 7 5 7964 796 7 796 9 796 8 7966 796 6 796 5 797 2 7972 Midland Avenue Right-Of-Way East Cooper Avenue Right-Of-Way 73.00 72.9772.35 TD:72.36 BOW:72.97 73.00 3.1% 3.9% 3.4% 5 . 0 % 2 . 6 % BOW:72.36 71.76 76.31 76.31 76.81 76.81 74.21 73.72 79.31 79.31 79.31 79.00 76.71 77.54 77.54 78.53 80.31 Ex:82.59 80.31 Ex:82.52 TOW:85.21 TOW:83.68 TOW:83.36 Corten Retaining Walls Max. 30" Tall With 3' Steps Varying Boulder And Corten Retaining Walls Max. 30" Tall With 3' Steps BOW:63.01 TOW:65.51 BOW:64.52 TOW:67.02 BOW:67.59 TOW:70.09 BOW:68.96 TOW:71.46 BOW:71.96 TOW:72.85 BOW:69.65 TOW:72.15 BOW:72.65 TOW:75.15 BOW:63.84 TOW:65.71 BOW:65.87 TOW:67.21 BOW:68.95 TOW:??? BOW:65.56 TOW:65.05 BOW:70.09 TOW:67.59 BOW:71.42 TOW:68.92 BOW:72.50 TOW:70.00 TD:72.16 BOW:78.24 TOW:71.09 BOW:79.21 TOW:72.83 72.87 60.15 59.23 0. 7 % 69.03 68.13 2. 0 % Note: Drainage Stormwater System for 108 Midland Avenue to be completed for Permit Set 71.89 73.07 73.62 74.79 Entry F.F.75.00 2.0%2.8% 1.8% 7973 79 7 4 2 - 7" Steps 2 - 7" Steps Water Feature Pervious Pavers 71.82 71.57 71.53 71.23 70.59 71.10 4.6% Stormwater Drywell Stormwater Drywell Pervious Paver Access Walkway with Bike Ramp Utility Area Dry Creek Landscape Feature Of 11 Pages 01 Co u n c i l R e v i e w D r a w i n g s 12 . 2 3 . 2 0 2 2 JK E # De s c r i p t i o n Da t e D r a w n B y 10 8 M i d l a n d A v e n u e As p e n , C o l o r a d o , 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.07 Drawing Scale Units (Feet) 1" = 10' 10 20 N S W E 0 C.10 Grading And Drainage Page 80 of 110 XTXTXTXTXTXTXTXTXTXT XT XT XT X U E XUEXUEXUEXUEXUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUE XUEXUEXUEXUEXUEXUEXUEXUEXUEXUEXUEXUEXUEXUEXUE XU E XU E XU E G XW S XW S XW S XW XW XW XW XW XG XG XG XG XG XG XG XG XG XG XG XG XG XG XGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXGXG XG XG XG XG E S XSS XSS XSS T C E XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE T E W S WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G WS WS WS WS W S W S W S W S W S W S W S W S C C C C C C C C C G G G G G G G G G G G G G G G SS SS SS S S S S S S S S S S S S S S S S SS SS SS T T T T T T T T T T T T T T UE UE UE U E U E U E U E U E U E U E U E U E UE < D 20 0 + 4 0 . 0 0 20 0 + 5 0 . 0 0 20 0 + 6 0 . 0 0 20 0 + 7 0 . 0 0 2 0 0 + 8 0 . 0 0 20 0 + 9 0 . 0 0 2 0 1 + 0 0 . 0 0 2 0 1 + 1 0 . 0 0 2 0 1 + 2 0 . 0 0 2 0 1 + 3 0 . 0 0 2 0 1 + 4 0 . 0 0 2 0 1 + 5 0 . 0 0 2 0 1 + 6 0 . 0 0 2 0 1 + 7 0 . 0 0 2 0 1 + 8 0 . 0 0 2 0 1 + 9 0 . 0 0 2 0 2 + 0 0 . 0 0 2 0 2 + 1 0 . 0 0 2 0 2 + 2 0 . 0 0 2 0 2 + 3 0 . 0 0 2 0 2 + 4 0 . 0 0 2 0 2 + 5 0 . 0 0 2 0 2 + 6 0 . 0 0 2 0 2 + 7 0 . 0 0 2 0 2 + 8 0 . 0 0 2 0 2 + 9 0 . 0 0 10.0% 1 0 . 0 % 5.0% 4.6% 7961 7963 7965 7968 7970 7972 7973 797 879 6 6 7960 7965 7970 7975 7977 7 9 7 5 7 9 7 9 7 9 7 0 7 9 6 5 7960 796 1 79 6 2 79 6 3 79 6 4 79 6 5 79 6 6 79 6 7 79 6 8 7 9 7 2 79 6 9 7 9 7 0 7 9 7 1 7968 7970 79 7 2 7973 7 9 7 5 7964 796 6 200 00 20 1 00 2 0 2 0 0 202 97 PC: 200+64.13 PC: 202+37.17 PT: 202+16.41 Start Flow Line Alignment STA:200+00.00 N:4966.00 E:4586.12 End Flow Line Alignment STA:202+97.30 N:5229.37 E:4722.78 L8 L9 C6 C7 Proposed Asphalt with 2' Mill Sta:200+01.57 Off:28.13'R Proposed Asphalt with 2' Mill Sta:200+11.56 Off:28.56'R Proposed Asphalt with 2' Mill Sta:200+01.14 Off:38.12'R Proposed Asphalt with 2' Mill Sta:200+11.13 Off:38.55'R Replace Asphalt From Water Line Work Proposed Asphalt with 2' Mill Sta:200+36.10 Off:12.01'L Proposed Asphalt with 2' Mill Sta:200+36.10 Off:2.00'L Start Curb and Gutter 0% Slope Into Flow Line Sta:200+38.10 Off:0.00'L Elev:7960.37 5' Attached Sidewalk Sta:200+38.10 Off:0.50'R Elev:7960.60 5' Attached Sidewalk Sta:200+38.10 Off:5.50'R Elev:7960.70 8.3% Driveway Ramp Sta:200+44.81 Off:0.00'R Elev:7960.03 Driveway Ramp Sta:200+44.75 Off:5.47'R Elev:7960.15 Driveway Ramp Sta:200+66.78 Off:0.00'R Elev:7959.12 Driveway Ramp Sta:200+66.76 Off:5.50'R Elev:7959.23 Curb and Gutter Start Transition From 0% Slope Into Flow Line To 8.33% Slope Into Flow Line Sta:200+72.78 Off:0.00'R Elev:7959.08 5' Attached Sidewalk Sta:200+72.77 Off:0.50'R Elev:7959.56 5' Attached Sidewalk Sta:200+72.74 Off:5.50'R Elev:7959.66 Start 18" Boulder Wall Sta:200+71.41 Off:5.50'R Elev:7959.57 5.0%5.0%1.0% 1.0% Proposed Driveway Ramp See Detail 2. 0 % 7.2%2. 0 % 2. 0 % Curb and Gutter End Transition From 0% Slope Into Flow Line To 8.33% Slope Into Flow Line Sta:200+90.00 Off:0.05'L Elev:7958.89 End 18" Boulder Wall Sta:202+75.50 Off:5.50'R End Curb and Gutter Sta:202+92.59 Off:0.00' Elev:7956.86 5' Attached Sidewalk Sta:202+92.59 Off:0.50'R Elev:7957.36 5' Attached Sidewalk Sta:202+92.59 Off:5.50'R Elev:7957.46 3.8% 2.3%1.1% 1.6% 1.7% 0.4% 0.7% 0.7% 2.7% 3.5% 1.3% 0.9% 2. 4 % 1 . 9 % 1 . 1 % 0 . 9 % 2 . 2 % 4 . 5 % 6 . 5 % 2 . 6 % 1 . 7 % 0 . 6 % 0. 7 % 0. 1 % 3. 2 % 3.8%1.0% 1.0% 1.0% 1.0% 2. 0 % 2 . 0 % 2 . 0 % 2 . 0 % 2 . 0 % 4.6% Note: Sections To Be Completed for Permit Set. Flow Line Alignment Profile Horizontal Scale: 1"=10' Vertical Scale: 1"=10' 7950 7960 7950 7960 200+20 EG F G 200+40 EG 7 9 6 0 . 2 F G 7 9 6 0 . 2 5 200+60 EG 7 9 5 9 . 2 F G 7 9 5 9 . 1 8 200+80 EG 7 9 5 9 . 0 F G 7 9 5 9 . 0 4 201+00 EG 7 9 5 9 . 4 F G 7 9 5 9 . 4 2 201+20 EG 7 9 5 8 . 3 F G 7 9 5 8 . 2 8 201+40 EG 7 9 5 8 . 6 F G 7 9 5 8 . 6 0 201+60 EG 7 9 5 8 . 1 F G 7 9 5 8 . 0 7 201+80 EG 7 9 5 8 . 1 F G 7 9 5 8 . 1 3 202+00 EG 7 9 5 7 . 9 F G 7 9 5 7 . 9 2 202+20 EG 7 9 5 7 . 8 F G 7 9 5 7 . 7 8 202+40 EG 7 9 5 7 . 6 F G 7 9 5 7 . 5 9 202+60 EG 7 9 5 7 . 3 F G 7 9 5 7 . 3 4 202+80 EG 7 9 5 7 . 0 F G 7 9 5 6 . 9 7 -5.00% -1.00% GR A D E B R E A K S T A = 2 0 0 + 3 8 . 1 0 EL E V = 7 9 6 0 . 3 6 7 GR A D E B R E A K S T A = 2 0 2 + 9 2 . 5 9 EL E V = 7 9 5 6 . 8 6 0 Of 11 Pages 01 Co u n c i l R e v i e w D r a w i n g s 12 . 2 3 . 2 0 2 2 JK E # De s c r i p t i o n Da t e D r a w n B y 10 8 M i d l a n d A v e n u e As p e n , C o l o r a d o , 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.07 Drawing Scale Units (Feet) 1" = 10' 10 20 N S W E 0 C.11 Right-Of-Way Plan and Profile Page 81 of 110 Crystal River Civil LLC 970.510.5312 Page 1 of 5 108 Midland Avenue Engineering Memo January 23, 2023 Existing Conditions The property addressed as 108 Midland Avenue in Aspen, CO 81611 is defined as Lot 1 of the Ferguson Exemption Subdivision, or parcel #273718126110. The parcel is located to the east of downtown Aspen. This property is situated with Midland Avenue to the west and residential homes on the southern and eastern property border. To the north of the property is an open space parcel that is owned by the City of Aspen. Shown above is an image of the Pitkin County GIS Map displaying the location of 108 Midland Avenue The existing conditions of the property under evaluation include a single-family residence with a asphalt paved driveway, patio spaces, and landscaping. The existing home sits in the center of the property, with the driveway access approaching the house from the southern property line. The site generally slopes from the east to the west, with steep grades along the western property line. The existing vegetation includes pines, aspen trees, and brush surrounding the site. All the described conditions can be seen on the Existing Conditions sheet (C.02) of the submitted civil drawings. The following topics discuss in further depth the access, utilities, stormwater, and the natural and manmade hazards on the site: Exhibit G.3 Page 82 of 110 Crystal River Civil LLC 970.510.5312 Page 2 of 5 Access: The driveway curb cut for the site is shared with the neighboring residence to the south, 104 Midland. The driveway starts on the southwest corner of the neighbor’s property and immediately splits into each individual drive, with the 108 Midland driveway extending to the northeast. It continues onto the property, levels out in grade for a parking area, and ties into the existing garage within the residence. The finish floor of the garage is over 20 feet higher than the Right-Of-Way below, therefore the 200-foot-long driveway has steep grades that exceed 16 percent. The narrowest part of the access is around twelve feet wide, and existing trees and foliage have grown into the driveway limiting clearances even further. Crystal River Civil met with the Aspen Fire Protection District onsite to discuss the access onto the property, and the existing conditions do not meet their requirements. Utilities: Water: The water service for the residence extends from the water main located under East Cooper Avenue to the southwest of the site. The water service is common trenched with the service for 104 Midland from the water main under the road, curb and gutter, sidewalk, and landscaping. Once the services reach the shared access, they split and the 104 Midland service continues to the east to tie into the neighboring residence. The 108 Midland water service continues up the access and ties into the house near the garage. The service material and sizing are unknown. Sewer: The sewer service extends off the north side of the house. It continues to the northwest and ties into the existing Aspen Consolidated Sanitation District sanitary sewer system via gravity from the residence. Electric and communications: An electric transformer and communications pedestals are located just northwest of the property. Services to the residence extend onto the property and tie into the north side of the structure. Gas: A gas service extends from the right of way by the driveway curb cut and continues up the drive and around the west side of the structure. The gas meter is located on the west side of the garage. All the described conditions can be seen on the Existing Conditions sheet (C.02) of the submitted civil drawings. Stormwater: The residence does not appear to have any existing stormwater management in place. There is a trench drain in the driveway that ties into a drywell by the access entrance. This is shared with a trench drain on the neighboring driveway as well. Upon inspection, appears the trench drains have not been maintained and the existing system is not working as intended. Additionally, sizing of this system is unknown. Hazards: The site is not impacted by any floodplains, mudflows, debris flow areas, avalanche areas, or any known mining activity or deposits. A steep slope separates the Midland Avenue from the residence and the corresponding access drive. The slope varies along hillside, with areas exceeding 1.5:1, or 65 percent. This grade appears to be manmade consisting of fill material when the site was developed, as well as potentially a cut for the construction of Midland Avenue, its curb and gutter and its sidewalk. Given the time period since construction of this slope, a reasonable amount of foliage and native grasses Page 83 of 110 Crystal River Civil LLC 970.510.5312 Page 3 of 5 currently cover the hillside. The hillside is relatively short with no flow lines or points of concentration, and there are no signs of any movement or erosion. The plat for the subdivision references these steep slopes and includes verbiage that no development is to occur within these areas. It does refence the correct area for this hillside, but the platted area does extend into parts of the property that do not pertain to the steep slopes. Proposed Conditions The proposed conditions at 108 Midland Avenue includes the development of a new single-family residence. The proposed structure is relatively in the same location of the existing home, however it will not share any existing foundation or footprint. An attached garage will be located on the southeast corner of the building, and an office space will extend towards the northeast corner. New utility services will be constructed, as well as improvements to the vehicular and emergency access, stormwater infrastructure, and general site plan improvements. Additionally, there are proposed upgrades within the Midland Avenue, including improving and reconstructing the curb and gutter, sidewalk, and retaining wall along the sidewalk along the front of 104 and 108 Midland Avenue. Below are summaries of improvements to each topic. Access: The overall location of the access will remain the same, but major alterations are proposed to bring the access up to code and meet the requirements of Aspen Fire Protection District (AFPD). Discussions with AFPD occurred onsite to ensure he project is meeting all the needs for emergency access. This impacts the neighbor’s driveway as well, which requires regrading of their driveway in order to bring everything into compliance. The access curb cut is proposed in the same location of the existing drive. The curb ramp has been designed to meet the City of Aspen Engineering Standards, in addition to transitions to the existing sidewalk to the south. The drive has been lowered to meet the slope requirements of the city, which impacts the entire length of the 108 Midland driveway and a large portion of the 104 Midland driveway. Turning radii and widths for a fire truck have been analyzed to verify accessibility. The neighbor’s driveway will be regraded to meet the twelve percent slope and will utilize the existing footprint of surfacing. Once the shared driveway splits, the access to 108 Midland extends further west than the existing drive. This allows for planting buffers to remain between the residences, as well as minimizing impacts to the neighboring property. The driveway maintains a 16-foot width and does not exceed twelve percent centerline slope. To achieve this, a series of retaining walls are proposed to minimize impacts on both sides. As the driveway crosses the property line of 108 Midland, the slopes are reduced to six percent, as required for a fire truck turnaround. This turnaround utilizes a large portion of the general vehicle access, but incudes an additional drivable grass paver surface. The driveway continues off the turnaround to the northeast, allowing for additional parking and access to the garage. Page 84 of 110 Crystal River Civil LLC 970.510.5312 Page 4 of 5 Utilities: Water: Given the extensive grading of the site access, improvements will be made to both the neighbors water service and the 108 Midland Avenue service. The services within East Cooper Avenue will be abandoned as per the Aspen Water Department requirements. New services will tap into the water main under Midland Avenue, just west of the shared access curb cut. The neighbor’s service will be replaced and tied into the residence at the existing location. The service for 108 Midland will continue up the driveway and tie into the south side of the building. Sewer: The proposed sanitary sewer service will be similar in location to the existing service, but will be replaced. The service will release from the residence on the north side of the structure and extend downhill to the existing sanitary main. This will be designed to meet all requirements of ACSD. Electric and Communications: The project is currently proposing to utilize the existing transformer and communications pedestals. If any improvements are needed for the existing systems, they will be upgraded as necessary. The services will extend underground and tie into the north side of the structure. Gas: The coverage over the existing services for both 104 and 108 will be compromised due to the access alterations. Services to both residences will be replaced in similar alignments to the existing services. For alterations to the existing utilities, see sheet C.05 for the demolition plan, and proposed utility work is shown on sheet C.06 of the civil drawings. Stormwater: All drainage infrastructure onsite will meet the requirements of the City of Aspen Urban Runoff Management Plan (URMP). CRC met with the engineering department to discuss feasibility, and it is agreed that the current design would be the recommended approach. It was determined that the existing stormwater within Midland Avenue may not have capacity for any site improvements at 108 Midland, so the engineering department encouraged the use of full detention of stormwater onsite. A new drywell is proposed on the neighboring property near the shared portion of the driveway. This drywell utilizes a trench drain to capture the majority of the stormwater off both driveways. A small area below the drywell cannot be collected due to slopes on the site. The drywell has been sized for full detention of a 100-year 1-hour storm event and will have no release of stormwater off the site. Two drywells are proposed on the property to provide full detention of runoff from all impervious improvements. One is located next to the fire truck turnaround to the south of the structure, and the other is proposed to the north. They are both sized for full detention and will not release any stormwater into the right-of-way. All conveyance structures will be sized to meet requirements of the URMP. For permit they will be analyzed to convey a 100-year 1-hour storm event at 80 percent capacity. Page 85 of 110 Crystal River Civil LLC 970.510.5312 Page 5 of 5 Hazards: Given there are no floodplains, mudflows, snow flows, or known mine deposits the development does not impact any of these local hazards. Impacts to the existing slope hazards have been minimized as much as feasibly possible. Although the proposed design does impact the existing steep slopes, they were necessary to improve emergency access to the property. Additionally, all impacted areas are proposed to reduce steep slopes and minimize the manmade anomalies on the site. Several areas being impacted are for reconstruction of the deteriorating retaining walls along the Midland Avenue sidewalk. These impacted areas are represented on sheets C.03 and C.04 of the submitted civil drawings. If there are any comments regarding the design or the analysis performed for the site, feel free to contact me directly. Jay Engstrom Principal, P.E. Crystal River Civil LLC Jay@CrystalRiverCivil.com (970) 404 - 1144 Page 86 of 110 CERTIFICATE OF OED/CATION AND OWNERSHIP KNOW ALL MEN BY THESE PRESENTS THAT ____________ BEING THE OWNER. MORTGAGEE OR LIEN HOLDER OF CERTAIN REAL PROPERTY LOCATED IN PITKIN COUNTY, COLORADO, DESCRIBED ON THIS PLAT AS LOT 1, FERGUSON EXEMPTION PL.AT. OWNER HAS CAUSED THE PROPERTY TO BE LAID OUT, SURVEYED AND PLATTED AS SHOWN ON THIS FIRST PLAT AMENDMENT. EXECUTED THIS ___ DAY OF _____ A.D. 2023. OWNER NOTARYPUBLJC CERTIFICATE STATE OF COLORADO) )SS COUNTY OF PITKIN ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS __ DAY ____ OF 2023 BY ________ OF _____ _ 1'11TNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES ___ _ NOTARY PUBLIC CERTTFICA TE OF DEDICATION AND OWNERSHIP KNOW ALL MEN BY THESE PRESENTS THAT ____________ BEING THE OWNER, MORTGAGEE OR LIEN HOLDER OF CERTAIN REAL PROPERT Y LOCATED IN PITKIN COUNTY. COLORADO, DESCRIBED ON THIS PLAT AS LOT A FERGUSON SUBDIVISION EXCEPTION AND PUD AMENDMENT. OWNER HAS CAUSED THE PROPERTY TO BE LAID OUT, SURVEYED AND PLATTED AS SHOWN ON THIS FIRST PLAT AMENDMENT. EXECUTED THIS __ DAY OF _____ A.O. 2023. MORTGAGE HOLDER NOTARYPUBLJC CERTIFICATE STATE OF ---------,.) )SS COUNTY OF _____ _, THE FOREGOING INSTRUMENT WAS ACKNOl'l1LEDGED BEFORE ME THIS __ DAY ____ OF 2023 BY ________ OF _____ _ 1'11TNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES ___ _ NOTARY PUBLIC COMMUNITY DEVELOPMENT DIRECTOR APPROVAL THIS FIRST PLAT AMENDMENT OF THE FERGUSON EXEMPTION PLAT HAS BEEN REVIEWED AND APPROVED FOR COMPLIANCE WITH THE APPLICABLE PROVISIONS OF THE CITY OF ASPEN LAND USE CODE BY THE CITY OF ASPEN COMMUNITY DEVELOPMENT DIRECTOR THIS ___ DAY OF _______ 2023. TO THE EXTENT THAT ANYTHING IN THIS PLAT IS INCONSISTENT OR IN CONFLICT WITH ANY CITY OF ASPEN DEPARTMENT ORDERS RELATING TO THE BOUNDARY ADJUSTMENT OR ANY OTHER PROVISIONS OF APPLICABLE LAW, INCLUDING BUT NOT LIMITED TO OTHER APPLICABLE LAND USE REGULATIONS AND BUILDING CODES, SUCH OTHER DEVELOPMENT ORDERS OR APPLICABLE LAWS SHALL CONTROL COMMUNITY DEVELOPMENT DIRECTOR CITY ENGINEER'S REVIEW THIS FIRST PLAT AMENDMENT OF THE FERGUSON EXEMPTION PLAT WAS REVIEWED FOR THE DEPICTION OF THE ENGINEERING DEPARTMENT SURVEY REQUIREMENTS THIS ____ DAY OF ---------2023. CITY ENGINEER ACCEPTANCE FOR RECORDING THIS FIRST PLAT AMENDMENT HAS BEEN ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF THE COUNTY OF PITKIN, STATE OF COLORADO, AT __ O'CLOCK, _ ___M. THIS ==�AY OF _____ IN PLAT BOOK __ AT PAGE __ AS RECEPTION NUMBER __ CLERK & RECORDER VICINITY MAP 1 "=400' FIRST PLAT AMENDMENT FERGUSON EXEMPTION PLAT CITY OF ASPEN PITKIN COUNTY, COLORADO "THE PURPOSE OF THIS AMENDMENT IS TO REALIGN THE ACCESS/UTILITY EASEMENT TO LOT 1 ACROSS LOT A OF LOT 4 AND TO REMOVE THE 30% SLOPE AREA AND PLAT NOTE DELINEATED ON THE 1981 SUBDIVISION PLAT AT BOOK 11 PAGE 59." LEGAL DESCRIPTION: LOT 1, FERGUSON SUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED JUNE 1, 1981 IN PLAT BOOK 11 AT PAGE 59. CITY AND TOWNSITE OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. LEGAL DESCRIPTION: LOT A, FERGUSON SUBDIVISION EXCEPTION AND P.U.D. AMENDMENT ACCORDING TO THE PLAT THEREOF RECORDED JUNE 1, 1981 IN PLAT BOOK 18 AT PAGE 66. CITY AND TOWNSITE OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. / 20.0' ACCESS/UTILITY/ EASEMENT LOT 1 FERGUSON EXEMP'l70N 15,019 SQ.FT.:/: LOTA FERGUSON EXCEP'170N 21,046 SQ.FT.:/: SNYDERPARK YPC LS# 19598 0.1 (A) LOT 2 FERGUSON EXEJIP'l70N "X" ON WALL LOT B FERGUSON EXCEP'l70N YPC LS# 16129 .2(A) CURVE C1 C2 C3 C4 C5 C6 □ -:R-.T--1�- 10 20 --- -40 ---- - 20' NOTES 1)BASIS OF BEARING: BEARINGS BASED ON Tl-IE WEST PROPERTY LINE OF LOT 1, FERGUSON SUBDIVISION RECORDED IN PLAT BOOK 11 AT PAGE 59. BEING A BEARING OF N 24"48'38"E BETWEEN A FOUND #5 REBAR WITJ-1 1 ¼" RED PLASTIC CAP LS# 9018 AT Tl-IE S. W. PROPERTY CORNER AND A FOUND #5 REBAR WITH 1¼" YELLOW PLASTIC CAP LS# 38342 AT Tl-IE N. W. PROPERTY CORNER AS SHOWN HEREON. 2)TI-IIS SURVEY DOES NOT CONSTITUTE A TITILE SEARCH BY TI-IIS SURVEYOR. TITILE INFORMATION RELIED UPON FOR Tl-IE PREPARATION OF TI-IIS SURVEY FURNISHED BY LAND TITLE GUARANTEE COMPANY, COMMITMENT NO. □62014472, DATED 07/08/2022. 3) UNIT OF MEASUREMENT FOR TI-IIS SURVEY IS THE U.S. SURVEY FOOT. 4)BASIS OF SURVEY: TI-IIS SURVEY BASED ON THE FERGUSON SUBDIVISION PLAT RECORDED IN PLAT BOOK 11 AT PAGE 59, FERGUSON SUBDIVISION EXCEPTION AND P.U.D. AMENDMENT RECORDED IN PLAT BOOK 18 AT PAGE 66 AND RECEPTION NO. 555278. RADIUS 844.02' 268.57 346.00' 268.57' 844.02' 346.00' LEGEND INDICATES FOUND MONUMENT AS DESCRIBED. RPC 1" RED PLASTIC CAP ON #4 REBAR YPC 1¼" YELLOW PLASTIC CAP ON #5 REBAR (R) (F) RECORD FIELD LINE BEARING L1 N 24"48'38 E L2 S 65"53'13" E L3 S 33"33'59" W L4 S 47'15 37 E L5 S 54'41'00" W L6 N 56'49'52" W L7 N 32'33'38" E LB S 65'01 50 E (A) (G) (B) DISTANCE 131.03 123.36 134.38 111.07 112.93 168.82 108.84 102.90 ABOVE GRADE AT GRADE BELOW GRADE ARC LENGTH CHORD LENGTH CHORD BEARING 131.16 131.03' N 24'48 38" E 124.39 123.28 S 65'53 54 E 111.47 110.99' S 47"15 15" E 171.76' 168.85' N 56"49'39" W 108.92' 108.84' N 32"33'38" E 103.31' 102.93' S 65"02'12" E SURVEYOR'S CERT/RCA TE DELTA ANGLE 8'54 15" 26'32 13 18'27 32' 36"38'37" 7'23'38" 17'06'28" I, MICHAEL P. LAFFERTY, BEING A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT I HAVE PREPARED THIS FIRST PLAT AMENDMENT, THAT THE LOCATION OF ALL PARCEL BOUNDARIES ARE ACCURATELY AND CORRECTILY SHOWN HEREON, THAT THE SAME ARE BASED UPON FIELD SURVEYS AND CONFORM TO THOSE AS STAKED UPON THE GROUND. THAT THIS PLAT WAS PERFORMED IN ACCORDANCE WITH TITILE 38, ARTICLE 51, C.R.S. 1973, AS AMENDED FROM TIEM TO TIME. ERROR OF CLOSURE IS LESS THAN 1/15,000. MICHAEL P. LAFFERTY PLS. # 37972 1 Ae<:":"'lf';"N·r�\ ' '� E: .£:..1 ' �SUBVEY El� \ '1V'l'>W A:;;t'l::tl'.>UHvlcY Nl:.l 21 i. S <'iHIHri" SI ">22 AspH1. (';0 fl1fi11 9 7�. 92E. 887 6 -�orilt1c0 l@e,�p e,rm�r,ev. ne,l DATE: DATE SURVEYED: 09/2020 DATE REVISED: 05/2022; 08/2022 FILE NO: 2008191 CUENT: GIANT PROPERTIES 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. Page 87 of 110 CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT April 2020 City of Aspen|130 S. Galena St.|(970) 920 5090 Homeowner Association Compliance Policy All land use applications within the City of Aspen are required to include a Homeowner Association Compliance Form (this form) certifying the scope of work included in the land use application complies with all applicable covenants and homeowner association policies. The certification must be signed by the property owner or Attorney representing the property owner. Property Owner (“I”): Name: Email: Phone No.: Address of Property: (subject of application) I certify as follows: (pick one) □This property is not subject to a homeowners association or other form of private covenant. □This property is subject to a homeowners association or private covenant and the improvementsproposed in this land use application do not require approval by the homeowners association orcovenant beneficiary. □This property is subject to a homeowners association or private covenant and the improvementsproposed in this land use application have been approved by the homeowners association or covenant beneficiary. I understand this policy and I understand the City of Aspen does not interpret, enforce, or manage the applicability, meaning or effect of private covenants or homeowner association rules or bylaws. I understand that this document is a public document. Owner signature: date: Owner printed name: or, Attorney signature: date: Attorney printed name: Justin Haynes, Manager; Midland Properties LLC, a Texas limited liability company 108 Midland Avenue! Aspen, CO 81611 Justin Haynes Manager; Midland Properties LLC, a Texas limited liability company 6.13.22 Exhibit I.1 Page 88 of 110 Page 89 of 110 300 SO SPRING ST | 202 | ASPEN, CO 81611 970.925.2855 | BENDONADAMS.COM July 30, 2022 Amy Simon Planning Director City of Aspen 427 Rio Grande Place Aspen, Colorado 81611 RE: 108 Midland Ave.; Aspen, CO Ms. Simon: Please accept this letter authorizing BendonAdams LLC to represent our ownership interests in 108 Midland Avenue and act on our behalf on matters reasonably associated in securing land use approvals for the property. If there are any questions about the foregoing or if I can assist, please do not hesitate to contact me. Property – 108 Midland Ave.; Aspen, CO Legal Description – Lot 1 of the Ferguson Exemption Plat Parcel ID – 2737-181-26-110 Owner – Midland Properties LLC, a Texas limited liability company Kind Regards, Justin Haynes, Manager Midland Properties LLC, a Texas limited liability company 808 N. 5th Street Alpine, TX 79830 Exhibit I.2 Page 90 of 110 PRE-APPLICATION CONFERENCE SUMMARY PLANNER: Garrett Larimer, garrett.larimer@cityofaspen.com REPRESENTATIVE: Sara Adams, sara@bendonadams.com PROJECT LOCATION: 108 Midland Ave., Ferguson Subdivision REQUEST: Minor Amendment to a Planned Development DESCRIPTION: The subject site is zoned R-15a with a PD overlay. The potential applicant has indicated they would like to realign the driveway for Lot 1 (108 Midland Ave.) to be accessed directly from Midland Ave. Lot 1 is currently accessed through an access easement through Lot 4. A plat note on the Ferguson Exemption Plat (Bk. 11 Pg. 59) prohibits development on slopes that exceed 30% without approval from the Board of County Commissioners. The subdivision was approved by the Pitkin County Board of County Commissioners and subsequently annexed into the City of Aspen. The western and northern side of the property, and portions of the adjacent lots, contains slopes in excess of 30%. In order to develop a driveway off Midland Ave. in areas with slopes that exceed 30%, a Minor Amendment to a Planned Development is required to be approved by City Council. The application should clarify whether the application intends to allow for only a driveway within the areas containing slopes over 30%, or if they intend to eliminate restrictions on development in these areas entirely. The review process is the same but will be an important distinction for the review. The application will need to indicate the proposed alignment and dimensions or the driveway, curb cut and other improvements within the areas identified to contains slopes of 30% or greater on the plat. The existing easement across Lot 4 also contains utilities. A plan depicting existing and proposed utility alignments is required as part of the application. A draft plat meeting the Engineering Design Standards will need to be included in the application vacating the existing access and utility easement across Lot 4 and identifying the extents of development within the areas containing slopes exceeding 30% as identified on the plat. If the request is approved by City Council, the amended plat will be recorded with the Pitkin County Clerk and Recorders in addition to the Ordinance passed by City Council. A letter from the HOA approving the proposed realignment is required. A tree removal and proposed landscaping plan is required. Civil drawings indicating compliance with Engineering requirements for the driveway, utilities, and grading is required. The application will need to include written responses to Section 26.445.110.A. Parks and Engineering Departments will be referral agencies on the application. RELEVANT LAND USE CODE SECTIONS: Section Number Section Title 26.304 Common Development Review Procedures 26.445 Planned Developments 26.445.110.D Planned Development – Minor Amendment to the Project Review Approval For your convenience – links to the Land Use Application and Land Use Code are below: Exhibit I.3 Page 91 of 110 Land Use Application Land Use Code Review by: Planning Staff for completeness and recommendation to Council Referrals for recommendation to Planning Staff Council for Decision by Ordinance (Requires 1st and 2nd Reading) Public Hearing: Yes, at City Council Neighborhood Outreach: No Referrals: Engineering - $325 deposit for 1 hr. staff time (Additional/ lesser hours will be billed/ refunded at a rate of $325 per hour.) Parks - $975 Flat fee Planning Fees: $4,550 deposit for 14 hours staff time (Additional/ lesser hours will be billed/ refunded at a rate of $325 per hour.) Total Deposit: $5,850 APPLICATION CHECKLIST: Below is a list of submittal requirements for review. Please email the entire application in a single pdf to garrett.larimer@cityofaspen.com. The fee will be requested after the application is determined to be complete.  Completed Land Use Application and signed Fee Agreement.  Completed Fee Waiver Request Form  Pre-application Conference Summary (this document).  Street address and legal description of the parcel on which development is proposed to occur, consisting of a current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner’s right to apply for the Development Application.  Applicant’s name, address and telephone number in a letter signed by the applicant that states the name, address and telephone number of the representative authorized to act on behalf of the applicant.  HOA Compliance form (Attached).  List of adjacent property owners for both properties within 300’ for public hearing.  An 8 1/2” by 11” vicinity map locating the parcel within the City of Aspen.  Site improvement survey including topography and vegetation showing the current status, certified by a registered land surveyor, licensed in the state of Colorado.  A written description of the proposal (scope of work) and written explanation of how the proposed development complies with the review standards and design guidelines relevant to the application. Page 92 of 110  A statement prepared by a Colorado registered Professional Engineer, and depiction or mapping as necessary, regarding the presence of natural or man-made hazards affecting the property, including flooding, mudflow, debris flow, fault ruptures, landslides, rock or soil creep, rock falls, rock slides, mining activity including mine waste deposit, avalanche or snow slide areas, slopes in excess of thirty percent (30%), and any other natural or man-made hazard or condition that could harm the health, safety, or welfare of the community. Areas with slopes in excess of thirty percent (30%) shall require a slope stability study reviewed by the Colorado Geologic Survey. Also see Chapter 29—Engineering Design Standards regarding identification and mitigation of natural hazards.  A statement prepared by a Colorado registered Professional Engineer, and depiction or mapping as necessary, describing the potential infrastructure upgrades, alignment, design, and mitigation techniques that may be necessary for development of the site to be served by public infrastructure, achieve compliance with Municipal Code Title 29—Engineering Design Standards, and achieve compliance with the City of Aspen Urban Runoff Management Plan (URMP). The information shall be of sufficient detail to determine the acceptable location(s) and extent of development and to understand the necessary upgrades and the possible alignments, designs, or mitigation techniques that may be required.  A written response to each of the review criteria contained in Sections 26.445.050,  A grading and drainage plan showing all grading and how drainage and stormwater is accommodated, and that meets the Conceptual Drainage Plan and Report requirements in the Urban Runoff Management Plan (URMP).  Existing and proposed landscaping plan.  A draft plat meeting Engineering Design Standards. 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. Page 93 of 110 CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020 Agreement to Pay Application Fees Please type or print in all caps Representative Name (if different from Property Owner) Contact info for billing: e-mail: Phone: I understand that the City has adopted, via Ordinance No. 30, Series of 2017, review fees for Land Use applications and payment of these fees is a condition precedent to determining application completeness. I understand that as the property owner that I am responsible for paying all fees for this development application. For flat fees and referral fees: I agree to pay the following fees for the services indicated. I understand that these flat fees are non-refundable. $. flat fee for . $. flat fee for $. flat fee for . $. flat fee for For Deposit cases only: The City and I understand that because of the size, nature or scope of the proposed project, it is not possible at this time to know the full extent or total costs involved in processing the application. I understand that additional costs over and above the deposit may accrue. I understand and agree that it is impracticable for City staff to complete processing, review and presentation of sufficient information to enable legally required findings to be made for project consideration, unless invoices are paid in full. The City and I understand and agree that invoices mailed by the City to the above listed billing address and not returned to the City shall be considered by the City as being received by me. I agree to remit payment within 30 days of presentation of an invoice by the City for such services. I have read, understood, and agree to the Land Use Review Fee Policy including consequences for no-payment. I agree to pay the following initial deposit amounts for the specified hours of staff time. I understand that payment of a deposit does not render and application complete or compliant with approval criteria. If actual recorded costs exceed the initial deposit, I agree to pay additional monthly billings to the City to reimburse the City for the processing of my application at the hourly rates hereinafter stated. $ deposit for hours of Community Development Department staff time. Additional time above the deposit amount will be billed at $325.00 per hour. $ deposit for hours of Engineering Department staff time. Additional time above the deposit amount will be billed at $325.00 per hour. City of Aspen: Phillip Supino, AICP Community Development Director City Use: Fees Due: $ Received $ Case # Signature: PRINT Name: Title: BendonAdams An agreement between the City of Aspen (“City”) and Address of Property: Property Owner Name: 108 Midland Ave.; Aspen, CO 81611 Justin Haynes, Manager Midland Properties LLC, a Texas limited liability company Justin Haynes Manager; Midland Properties LLC, a Texas limited liability company Billing Name and Address - Send Bills to: 808 N. 5th Street; Alpine, TX AP@bigbend.com 432-364-0048 Exhibit I.4 Page 94 of 110 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:Q62014472-4 Date: 01/18/2023 Property Address:108 MIDLAND AVE, 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 MIDLAND PROPERTIES LLC Delivered via: Delivered by Realtor COLDWELL BANKER MASON MORSE REAL ESTATE Attention: JUSTIN CLARENCE 514 E HYMAN AVE ASPEN, CO 81611 (970) 688-1804 (Cell) (970) 925-7000 (Work) (970) 925-7027 (Work Fax) judd@aspenluxurybrokers.com Delivered via: Electronic Mail BENDONADAMS Attention: ERIN WACKERLE 300 S SPRING STREET SUITE 202 Aspen, CO 81611 (406) 531-0806 (Cell) (970) 925-2855 (Work) erin@bendonadams.com Delivered via: Electronic Mail Exhibit I.5 Page 95 of 110 Land Title Guarantee Company Estimate of Title Fees Order Number:Q62014472-4 Date: 01/18/2023 Property Address:108 MIDLAND AVE, ASPEN, CO 81611 Parties:A BUYER TO BE DETERMINED MIDLAND PROPERTIES LLC, A TEXAS 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 TBD - TBD Income $-265.00 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 04/20/2020 under reception no. 664148 Plat Map(s): Pitkin county recorded 06/01/1981 under reception no. 233197 at book 11 page 59 Page 96 of 110 Copyright 2006-2023 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: 108 MIDLAND AVE, ASPEN, CO 81611 1.Effective Date: 12/30/2022 at 5:00 P.M. 2.Policy to be Issued and Proposed Insured: "TBD" Commitment Proposed Insured: A BUYER 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: MIDLAND PROPERTIES LLC, A TEXAS LIMITED LIABILITY COMPANY 5.The Land referred to in this Commitment is described as follows: LOT 1, ​ FERGUSON EXEMPTION PLAT,​ ACCORDING TO THE PLAT THEREOF RECORDED JUNE 1, 1981 IN PLAT BOOK 11 AT PAGE 59 AS RECEPTION NO. 233197.​ COUNTY OF PITKIN​ STATE OF COLORADO ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:Q62014472-4 Page 97 of 110 ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part I (Requirements) Order Number: Q62014472-4 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. The following will be required should the Company be requested to issue a future commitment to insure: 1.EVIDENCE SATISFACTORY TO THE COMPANY THAT THE TERMS, CONDITIONS AND PROVISIONS OF THE CITY OF ASPEN TRANSFER TAX HAVE BEEN SATISFIED. 2.RELEASE OF DEED OF TRUST DATED APRIL 17, 2020 FROM MIDLAND PROPERTIES LLC, A TEXAS LIMITED LIABILITY COMPANY TO THE PUBLIC TRUSTEE OF PITKIN COUNTY FOR THE USE OF THE NATIONAL BANK OF TEXAS AT FORT WORTH TO SECURE THE SUM OF $4,183,000.00 RECORDED APRIL 20, 2020, UNDER RECEPTION NO. 664151. 3.CERTIFICATE OF GOOD STANDING FROM THE SECRETARY OF STATE OR OTHER APPROPRIATE OFFICER OF THE STATE OF TEXAS, SHOWING THAT MIDLAND PROPERTIES LLC, A TEXAS LIMITED LIABILITY COMPANY IS A DULY ORGANIZED AND EXISTING ENTITY UNDER THE LAWS OF SAID STATE. 4.WRITTEN CONFIRMATION THAT THE INFORMATION CONTAINED IN STATEMENT OF AUTHORITY FOR MIDLAND PROPERTIES LLC, A TEXAS LIMITED LIABILITY COMPANY RECORDED APRIL 20, 2020 UNDER RECEPTION NO. 664152 IS CURRENT. NOTE: SAID INSTRUMENT DISCLOSES JUSTIN HAYNES AS THE MANAGER AUTHORIZED TO EXECUTE INSTRUMENTS CONVEYING, ENCUMBERING OR OTHERWISE AFFECTING TITLE TO REAL PROPERTY ON BEHALF OF SAID ENTITY. IF THIS INFORMATION IS NOT ACCURATE, A CURRENT STATEMENT OF AUTHORITY MUST BE RECORDED. 5.GOOD AND SUFFICIENT DEED FROM MIDLAND PROPERTIES LLC, A TEXAS LIMITED LIABILITY COMPANY TO A BUYER TO BE DETERMINED CONVEYING SUBJECT PROPERTY. NOTE: ADDITIONAL REQUIREMENTS OR EXCEPTIONS MAY BE NECESSARY WHEN THE BUYERS NAMES ARE ADDED TO THIS COMMITMENT. COVERAGES AND/OR CHARGES REFLECTED HEREIN, IF ANY, ARE SUBJECT TO CHANGE UPON RECEIPT OF THE CONTRACT TO BUY AND SELL REAL ESTATE AND ANY AMENDMENTS THERETO. THIS COMMITMENT IS FOR INFORMATION ONLY, AND NO POLICY WILL BE ISSUED PURSUANT HERETO. Page 98 of 110 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 JUNE 17, 1949, IN BOOK 175 AT PAGE 246. 9.RIGHT OF WAY FOR DITCHES AS SET FORTH IN INSTRUMENT RECORDED SEPTEMBER 3, 1947 IN BOOK 171 AT PAGE 315. 10.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF RESOLUTION NO. 80-1 OF THE BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY, COLORADO RECORDED JANUARY 16, 1980 IN BOOK 382 AT PAGE 162. 11.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS AS SET FORTH IN RESOLUTION RECORDED SEPTEMBER 14, 1965 IN BOOK 215 AT PAGE 337. 12.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF ORDINANCE NO 16, SERIES OF 1982 RECORDED JUNE 29, 1982 IN BOOK 428 AT PAGE 614 AND ORDINANCE NO. 18, SERIES OF 1982 RECORDED JULY 2, 1982 IN BOOK 428 AT PAGE 751. 13.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS AS SET FORTH IN GRANT OF LICENSE RECORDED AUGUST 30, 1982 IN BOOK 431 AT PAGE 820. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: Q62014472-4 Page 99 of 110 14.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS AS SET FORTH IN GRANT OF EASEMENT RECORDED AUGUST 30, 1982 IN BOOK 431 AT PAGE 828 AND LETTER AGREEMENT RECORDED SEPTEMBER 1, 1982 IN BOOK 432 AT PAGE 30. 15.EASEMENTS, NOTES, RIGHTS OF WAY AND ALL MATTERS AS SHOWN ON FERGUSON EXEMPTION PLAT RECORDED JUNE 1, 1981 IN PLAT BOOK 11 AT PAGE 59 AND FERGUSON ANNEXATION PLAT RECORDED JUNE 29, 1981 IN PLAT BOOK 13 AT PAGE 65. 16.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS OF EASEMENT USE RESTRICTION AGREEMENT RECORDED APRIL 5, 1984 IN BOOK 464 AT PAGE 233. 17.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS AS SET FORTH IN EASEMENT RELOCATION AGREEMENT RECORDED DECEMBER 24, 2008 AS RECEPTION NO. 555278. 18.EASEMENTS, NOTES, RIGHTS OF WAY AND ALL MATTERS AS SHOWN ON FERGUSON SUBDIVISION EXEMPTION PLAT RECORDED APRIL 30, 1986 IN PLAT BOOK 18 AT PAGE 66. 19.TERMS, CONDITIONS, PROVISIONS AND OBLIGATIONS AS SET FORTH IN REVOCABLE ENCROACHMENT LICENSE APPLICATION RECORDED JANUARY 5, 2010 AT RECEPTION NO. 565893. 20.TERMS, CONDITIONS AND PROVISIONS OF NOTICE OF APPROVAL RECORDED DECEMBER 07, 2022 UNDER RECEPTION NO. 691900. 21.ANY FACTS, RIGHTS, INTERESTS OR CLAIMS WHICH MAY EXIST OR ARISE BY REASON OF THE FOLLOWING FACTS SHOWN ON IMPROVEMENT SURVEY CERTIFIED FEBRUARY 13, 2015 AND REVISED FEBRUARY 19, 2020 PREPARED BY THE SEXTON SURVEY COMPANY, JOB NO. 15003 OUR ESI 37921609 AND OUR ESI 37921715: ENCROACHMENT OF RETAINING WALLS OUTSIDE PROPERTY LINE UNDERGROUND TELEPHONE LINES UNDERGROUND CABLE TV LINES OVERHEAD UTILITY LINES UNDERGROUND GAS LINES WATER LINES 22.CLAIMS OF RIGHT, TITLE AND/OR INTEREST IN THE PROPERTY BETWEEN THE BOUNDARY LINE AND THE FENCE AS DEPICTED ON THE SURVEY PREPARED BY THE SEXTON SURVEY COMPANY, JOB NO. 15003 WHETHER SAID CLAIMS ARISE BY ABANDONMENT, ADVERSE POSSESSION OR OTHER MEANS. SAID DOCUMENT STORE AS OUR ESI 37921609 ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: Q62014472-4 Page 100 of 110 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) Page 101 of 110 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) Page 102 of 110 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. Page 103 of 110 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) Page 104 of 110 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) Page 105 of 110 Pitkin County Mailing List of 300 Feet Radius Pitkin County GIS presents the information and data on this web site as a service to the public. Every effort has been made to ensure that the information and data contained in this electronic system is accurate, but the accuracy may change. The information maintained by the County may not be complete as to mineral estate ownership and that information should be determined by separate legal and property analysis. Pitkin County GIS makes no warranty or guarantee concerning the completeness, accuracy, or reliability of the content at this site or at other sites to which we link. Assessing accuracy and reliability of information and data is the sole responsibility of the user. The user understands he or she is solely responsible and liable for use, modification, or distribution of any information or data obtained on this web site. This document contains a Mailing List formatted to be printed on Avery 5160 Labels. If printing, DO NOT "fit to page" or "shrink oversized pages." This will manipulate the margins such that they no longer line up on the labels sheet. Print actual size. From Parcel: 273718126110 on 01/30/2023 Instructions: Disclaimer: http://www.pitkinmapsandmore.com Exhibit I.6 Page 106 of 110 111 & 115 PARK AVE TOWNHOME CONDO ASSOC ASPEN, CO 81611 111 PARK AVE 121 ROBINSON ROAD LLC ASPEN, CO 81611 323 W MAIN ST #100 131 MIDLAND LLC SEDALIA, CO 80135 7547 DANIELS PARK RD 139 ROBINSON RD CABIN LLC AUSTIN, TX 78731 3902 WATERS EDGE DR 17A&B LLC SAN FRANCISCO , CA 94123 2625 BAKER ST ADAIR DUPLEX CONDO ASSOC ASPEN, CO 81611 COMMON AREA 126 PARK AVE ALPINE COTTAGES CONDO ASSOC ASPEN, CO 81611 ROBINSON RD ASPEN EDGE CONDO ASSOC ASPEN, CO 81611 1235 E COOPER AVE ASPEN FIN HOME LLC MIAMI, FL 33180 2999 NE 191ST ST #800 ASPEN SCHOOL DISTRICT #1 ASPEN, CO 81611 0235 HIGH SCHOOL RD ASPEN/PITKIN COUNTY HOUSING AUTHORITY ASPEN, CO 81611 18 TRUSCOTT PL BEACH CATHERINE A ASPEN, CO 816112415 311 LACET CT BEIDLEMAN NEAL J & AMY G ASPEN, CO 81612 PO BOX 4362 BENNETT NEIL JAY REV TRUST ASPEN, CO 81611 214 PARK AVE BILCHAK ROSEMARY HOTCHKISS, CO 81419 410 DUKE HILL RD BOLERJACK LISA ASPEN, CO 81611 308 KATHRYNS WAY BROWN DONALD ASPEN, CO 81611-2405 412 KATHRYNS WY BRRRR LLC SAN ANTONIO, TX 78209 120 AUSTIN HWY STE 105 BURKLEY RICHARD & ROBERTA ASPEN, CO 81611-2381 106 ROBINSON DR #F CANTRELL WESLEY R ASPEN, CO 81611-2405 104 KATHRYNS WY CAPSHAW-TAYLOR MICHAEL THOMAS ASPEN, CO 81611 514 KATHRYNS WY #E-11 CASTLE CREEK DEVELOPMENT LLC HOUSTON, TX 77027 4295 SAN FELIPE ST STE 306 CAUDILL ROBERT M & JANICE VOS ASPEN, CO 81611 118 ROBINSON RD CAVE DERYK REV TRUST ASPEN, CO 81611 1195 E COOPER AVE CITY OF ASPEN ASPEN, CO 81611 427 RIO GRANDE PL CLAUSS DUNCAN ASPEN, CO 81611 101 KATHRYNS WY #A-1 CLULEY ELIZABETH ASPEN, CO 816112144 104 LACET CT COOPER DOOPER LLC ALBUQUERQUE, NM 87107 4610 RIO GRANDE LN CORBIN MARCIA A ASPEN, CO 81612 PO BOX 9312 DEELGUEA ALEJANDRO ORTIZ ASPEN, CO 81612 PO BOX 9871 Page 107 of 110 DEJEAN FELIX A III & CAROLYNE OPELOUSAS, LA 70570 1368 KATHERINE DR DEROSE JAMES F & MAUREEN C CHICAGO, IL 60661 333 N DESPLANES ST DOYLE JOHN F & LAURIE FRAMPTON ASPEN, CO 81612 PO BOX 12236 EAST COOPER TOWNHOME HOA ASPEN, CO 81611 LACET CT EE PARK DALE WEST LLC ATLANTA, GA 30328 750 HAMMOND DR BLDG 6 #300 EISENSTAT DAVID H & NINA ASPEN, CO 81611 125 PARK AVE ELLIOTT ELYSE A TRUST ASPEN, CO 81611 610 NORTH ST EMERSON LINDSEY ASPEN, CO 81611 102 LACET CT ERNST TERSIA V ASPEN, CO 81611-2405 206 KATHRYNS WY FAAS MICHAEL & MJ WOLFE ASPEN, CO 816112381 116 ROBINSON RD FAHY ROBIN A & HARVEY V ASPEN, CO 81612 PO BOX 4348 FISCHER BETH A ASPEN, CO 81611 208 LACET CT FORTIER LINDSY S & ADAM J ASPEN, CO 81611 205 LACET CT #205 GLICK DANIEL ASPEN, CO 81612 PO BOX 9910 GROSZ COLLEEN A TRUST CHICAGO, IL 60601 155 N HARBOR DR #3612 HAILEY JOHN T ASPEN, CO 81611 100 ROBINSON RD HAMLIN CONNIE ASPEN, CO 81611 207 LACET CT HAWKEN MADELEINE ASPEN, CO 81612 PO BOX 3695 HENRY LORI ANNE ASPEN, CO 81611 450 S RIVERSIDE AVE #B HENRY PHINEAS P IRREV TRUST ASPEN, CO 81611 450 S RIVERSIDE DR #B ILIC KSENIJA D ASPEN, CO 81612 PO BOX 504 ITTNER ROBERT A JR & ROBERT A SR ASPEN, CO 816128965 PO BOX 8965 JIMENEZ LETITIA M ASPEN, CO 81611 206 LACET CT LAFOUNTAINE ANTOINETTE ASPEN, CO 81611 410 KATHRYNS WY #D1 LAKEVIEW TOWNHOME CONDO ASSOC ASPEN, CO 81611 COMMON AREA MIDLAND AVE LAUGHREN DANA ASPEN, CO 81611 205 KATHRYNS WY #B1 LEAVITT DEREK C LIV TRUST MARINA DEL REY, CA 90292 4712 ADMIRALTY WAY #561 LEAVITT FAMILY TRUST MARINA DEL REY, CA 90292 4712 ADMIRALTY WY #561 LEAVITT GRANT O LIV TRUST MARINA DEL REY, CA 90292 4712 ADMIRALTY WAY #561 LEAVITT LAURA LIV TRUST MARINA DEL REY, CA 90292 4712 ADMIRALTY WAY #561 Page 108 of 110 LEBBY FAMILY TRUST ASPEN, CO 81612 PO BOX 1352 LEE PENNIE ASPEN, CO 81611 450 S RIVERSIDE AVE #A LEVENTHAL ROBERT B ASPEN, CO 81611-2405 515 KATHRYNS WY #E-2 LONGHORN 6603 LLC FORT WORTH, TX 76107 2200 CANTERBURY DR MACALPINE GORDON A ASPEN , CO 81612 PO BOX 5043 MANDRIN VENTURES LLC ASPEN, CO 81611 101 S MILL ST #200 MARGARET MEADOWS LOT 2 CONDO ASSOC ASPEN, CO 81611 COMMON AREA 110 PARK AVE MILLER DAVID W ASPEN, CO 81611 110 ROBINSON RD #D MILLER DAWN & STEPHEN H COCONUT GROVE, FL 33133 3401 N MOORINGS WAY MOLLY GIBSON LOOP CONDO ASSOC ASPEN, CO 81611 COMMON AREA 450 S RIVERSIDE DR NICOLETTI PAUL J III TRUST ASPEN, CO 81611 1180 DALE AVE NOVAK THEODORE J TRUST CHICAGO, IL 60614 618 W DEMING PL OCONNER PHILIP ASPEN, CO 81611 114 ROBINSON RD OKSENHORN CANDICE ASPEN, CO 81611 102 ROBINSON RD OKSENHORN STEWART ASPEN, CO 81611 102 ROBINSON DR OLITSKY STEPHEN L & TAMAR ASPEN, CO 81611 257 PARK AVE P & P ASPEN LLC ASPEN, CO 81611 411 LACET LN PARK DALE TOWNHOMES CONDO ASSOC ASPEN, CO 81611 COMMON AREA 101 DALE AVE PARK/DALE RESIDENCES CONDO ASSOC ASPEN, CO 81611 COMMON AREA 257 PARK AVE POWER MATTHEW ASPEN, CO 81611 207 LACET CT PRICE LINDA J TRUST WOODBRIDGE , NJ 07095 100 WOODBRIDGE CENTER DR REDMOND JOHN D ASPEN, CO 81611 207 KATHRYNS WY RIESSEN MICHAEL ASPEN, CO 81611 313 LACET CT RODBELL PHYLLIS ATLANTA, GA 30327 1101 CREST VALLEY DR RODELL TIMOTHY C & MARJORIE M ASPEN, CO 81612-8005 PO BOX 8005 SACHS SARAH & HARRISON R ASPEN, CO 81611 403 LACET CT SANDLER LIVING TRUST PARADISE VALLEY , AZ 81611 6427 E LUKE AVE SANDLER MARA QPR TRUST NEW YORK, NY 10022 399 PARK AVE #26FL SANDLER RICKY C QPR TRUST NEW YORK, NY 10027 65 E 55TH ST 25TH FL SANDS ALESHA M ASPEN, CO 81611 112 ROBINSON RD #1 Page 109 of 110 SCARLETT ROBIN ASPEN, CO 81611-2405 413 KATHRYNS WY SCHIFF SANFORD M ASPEN, CO 81612 PO BOX 8491 SIKAT 2018 PROPERTY TRUST TORONTO ONTARIO M9P 1R4 CANADA, 3 WESTMOUNT PARK RD SILVA GUSTAVO S ASPEN, CO 81611 112 ROBINSON RD SILVER LAKE FAMILY TRUST ASPEN, CO 81611 128 PARK AVE SMITH JASON ASPEN, CO 81612 PO BOX 3695 SMUGGLER LOOP CONDO ASSOC ASPEN, CO 81611 COMMON AREA 1195 E COOPER AVE SNYDER CONDO ASSOC ASPEN, CO 81611 600 KATHRYNS WAY SUTHREN MARTIN T ASPEN, CO 81611 312 LACET CT TUROK SETH J ASPEN, CO 81611 208 LACET CT UTE EAST RESIDENCES CONDO ASSOC ASPEN, CO 81611 COMMON AREA 1245 E COOPER AVE VOSS ELIZA MAUK & RYANPETER ASPEN, CO 81611 104 ROBINSON RD WELLS RICHARD ASPEN, CO 81612 PO BOX 4867 WHITEASPEN LLC KEY BISCAYNE, FL 33149 30 ISLAND DR WHITEHURST PROPERTIES LLC BALTIMORE, MD 21212 6504 MONTROSE AVE WILSON KIMBERLY ASPEN, CO 81611 102 KATHRYNS WY #A2 WOERNDLE SUB HOA ASPEN, CO 81611 101 S MILL ST #200 WWSP3G LLC ASPEN, CO 81612 PO BOX 4290 YEAGER JAMES W ASPEN, CO 81611 310 LACET CT ZALE MILTON TRUST CHICAGO, IL 60613 3824 N ASHLAND AVE Page 110 of 110