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HomeMy WebLinkAbout2020-12-02 DRBTOWN Of VAIP P: DESIGN REVIEW BOARD December 2, 2020, 3:00 PM Virtual 75 S. Frontage Road - Vail, Colorado, 81657 Call to Order 1. 1. Register in advance for this webinar: https://us02web.zoom. us/webinar/register/W N_AT5O-c- ARASWGkrR 5XAcw After registering, you will receive a confirmation email containing information about joining the webinar. 1.2. Attendance Present: John Rediker, Kit Austin, Doug Cahill, Peter Cope, Joe St. John Absent: None Main Agenda 2.1. DRB20-0540 - Shoup Residence Final review of new construction Address/Legal Description: 1100 Hornsilver Circle/Lot 7, Block 1, Vail Village Filing 8 Applicant: Thomas Shoup, represented by Berglund Architects Planner: Erik Gates 1. Prior to building permit application, the applicant shall receive approval from the Public Works Department for the proposed curb extension to the asphalt on the south side of the property. John Rediker moved to approve with conditions. Peter Cope seconded the motion and it passed (5-0). 2.2. DRB20-0554 - Concert Hall Plaza Final review of an exterior alteration (tent walls) Address/Legal Description: 616 West Lionshead Circle/Lot 1, Vail Lionshead Filing 4 Applicant: Hughes Land Holding Trust Planner: Jonathan Spence A Town of Vail public pedestrian easement runs through this area and the thoroughfare is considered the main western pedestrian access portal to the Lionshead Village and is designated as such in the Lionshead Master Plan. Any approval of this improvement should be temporary in nature and does not constitute a waiver of the Town's rights, or abandonment of the existing pedestrian easement. The Town reserves the right to require the pedestrian easement to be open to the public, and reserves the right to require any impediment or doorway to be removed or propped open if determined necessary. 2. A building permit shall be required to include engineering by a Colorado licensed engineer demonstrating that the temporary enclosures will meet snow and wind loads as required by the building code. 3. The awnings and temporary doors shall be removed prior to April 30, 2021. John Rediker moved to approve with conditions. Joe St. John seconded the motion and it passed (3-0). Abstain: (2) Austin, Cope 2.3. DRB20-0523 - Rubenstein Residence The applicant has requested this item be tabled to December 16, 2020. Final review of an exterior alteration (deck/railing) Address/Legal Description: 1463 Greenhill Court Unit A/Lot 8, Glen Lyon Subdivision Applicant: Gordon Rubenstein, represented by S3 Architectural Group Planner: Greg Roy John Rediker moved to table to December 16, 2020. Joe St. John seconded the motion and it passed (4-0). Absent: (1) Cope 3. Staff Approvals 3.1. B20-0476 - SCIC Inc. Residence Final review of an exterior alteration (reroof) Address/Legal Description: 4957 Juniper Lane Unit W/Lot 3, Block 4, Bighorn Subdivision 5th Addition Applicant: SCIC Inc., represented by G&G Roofing LLC Planner: Jonathan Spence 3.2. DRB20-0516 - Hodges Residence Final review of an exterior alteration (door) Address/Legal Description: 4770 Bighorn Road Unit 4A/Racquet Club Townhomes Applicant: Michelle & David Hodges Planner: Greg Roy 3.3. DRB20-0527 - Sanchez Residence Final review of an exterior alteration (window) Address/Legal Description: 1040 Vail View Drive Unit 308/1-ot B2, Block B, Lion's Ridge Subdivision Filing 1 Applicant: Victoria Sanchez, represented by Home Depot USA Planner: Jonathan Spence 3.4. DRB20-0533 - Vailpoint LLC Final review of a tree removal Address/Legal Description: 366 Hanson Ranch Road/Lot 1, 366 Hanson Ranch Road Subdivision Applicant: Vailpoint LLC, represented by Old Growth Tree Service Planner: Jonathan Spence 3.5. DRB20-0537 - Cole Residence Final review of an exterior alteration (windows) Address/Legal Description: 5129 Black Bear Lane Unit B/Lot 13, Block 2, Gore Creek Subdivision Applicant: Lester & Ann Cole, represented by Renewal by Andersen Planner: Jonathan Spence 3.6. DRB20-0541 - Diamond Assets Inc. Final review of an exterior alteration (reroof) Address/Legal Description: 4316 Streamside Circle West/Lot 2 & 3, Bighorn Subdivision 4th Addition Applicant: Diamond Assets Inc., represented by Arapahoe Roofing Sheet Metal Planner: Erik Gates 3.7. DRB20-0546 - Lindstrom Residence Final review of a tree removal Address/Legal Description: 1601 Buffehr Creek Road/Lot B, The Valley Subdivision Phase V Applicant: Steven J. Lindstrom Revocable Trust, represented by Old Growth Tree Service Planner: Jonathan Spence 3.8. DRB20-0547 - Casamonte LLC Final review of an exterior alteration (hot tub) Address/Legal Description: 315 Forest Road Unit B/Lot 18, Block 7, Vail Village Filing 1 Applicant: Casamonte LLC, represented by Colorado Pool & Spa Scapes Planner: Greg Roy 3.9. DRB20-0553 - Nielsen Residence Final review of an exterior alteration (windows) Address/Legal Description: 3931 Bighorn Road Unit 5L/Pitkin Creek Park Phase I Applicant: Jo Nielsen, represented by Renewal by Andersen Planner: Greg Roy 3.10. DR1320-0228.001 - Vail 967 LLC Final review of a change to approved plans (site location change) Address/Legal Description: 967 Vail Valley Drive/Tract C, Vail Village Filing 7 Applicant: Vail 976 LLC, represented by Ceres Plus Planner: Erik Gates 3.11. DR1320-0315.001 - Mitchell Residence Final review of a change to approved plans (roof color) Address/Legal Description: 4545 Bighorn Road/Lot 3-5, Block 1, Bighorn Subdivision 3rd Addition Applicant: Edward Mitchell Planner: Greg Roy 3.12. DRB20-0377-001 - Cullman Residence Final review of a change to approved plans (door) Address/Legal Description: 2480 Bald Mountain Road/Lot 18, Block 2, Vail Village Filing 13 Applicant: Mia Cullman, represented by RA Nelson LLC Planner: Greg Roy The applications and information about the proposals are available for public inspection during regular office hours at the Town of Vail Community Development Department, 75 South Frontage Road. The public is invited to attend the project orientation and the site visits that precede the public hearing in the Town of Vail Town Council Chambers. Times and order of items are approximate, subject to change, and cannot be relied upon to determine at what time the Design Review Board will consider an item. Please call 970-479-2138 for additional information. Sign language interpretation available upon request with 24-hour notification, dial 711. City of Vail, Colorado Logo VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: 12/2/2020 ITEM/TOPIC: Register in advance for this webinar: https:Hus02web.zoom. us/webi nar/register/WN_AT5O-c-ARASWGkrR_5XAcw After registering, you will receive a confirmation email containing information aboutjoining the webinar. City of Vail, Colorado Logo VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: 12/2/2020 ITEM/TOPIC: Attendance City of Vail, Colorado Logo VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: 12/2/2020 ITEM/TOPIC: DRB20-0540 - Shoup Residence ATTACHMENTS: File Name Description DRB20-0540 Submitted Plans.pdf DRB20-0540 Submitted Plans DRB20-0540 Docs.pdf DRB20-0540 Materials/Lighting/Arborist � Z W � 00 -IIVA `3-IONIO N3A-IISNNOH 0066 = a0 CL N 3N2108J1�d10-df10HS - a o � Q �v a� x 0 O z mfl Q e u ,I \�F 1111111) / � y�y� 00 —IIVA'3—IONIO N3A—IISNNOH OU u l o I 3NNOE3AVIO-dnOHS 0 iso t 2 Ie I r- - - - - - - - - - - - - — — — — — — — — - — — — — — — — — — — - Full LU cli Full w M 00 —IIVA `3—IONIO N3A—IISNNOH OU w O N 3NNOE3AVIO-dnOHS w �o w� m -w J o sowcn 0 a e \\J u o 00 -IIVA'3-IONIO N3A-IISNNOH OU 11, o 3NNO8AVlO-dnOHS z CL z o w w ............. .o >w � ............. . . . . . . . . . . . . . . w CL ----------- z CL z tt8 .......... . 2 -M H-I'din -222� 0000Eo z ........ .. ss ------------- w LX w w >w � 0 tt8 .......... . 2 -M H-I'din -222� 0000Eo z ........ .. ss ------------- w LX N 00 -II` A `3-IONIO N3n-IISNNOH OUL = a a r w 3N2108J1�d10-df10HS - - v 0 Q 0 0 z 1-7m YR LD —� 1 f ! 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RL, 0 Z a a U 0 wzcn >aw J W cr W LLJ H C() (D �MOz Lu o a�U) = a w a 0 zea \1 1 �z r r . �_ eR�i::f� � �► 1��}rte: � :i, . _ O N O N O N O r, LU U LU a cr0 LU z as co U LU cn Z =z ~ J 00 cn z 11� kf yy r q5 m T. ,; ", �`�6� 8 �, div ¢ i Ji � • S7 ' '`;' '� ):K �'�` `" � � F�' Rpm ' EE NEA .��. t rq till .• � S: •••-1 �.�.. T. I �f rn � N z O LU > U U U) aQ (n J O Q W LLj aC() CO a LU cr xa Dx x� Oco� SHOUP-CLAYBORNE RESIDENCE 1100 HORNSILVER CIRCLE, VAIL, COLORADO FINAL DRB SUBMITTAL - 11-9-2020 EXTERIOR MATERIALS & COLOR INFORMATION STANDING SEAM METAL ROOF Standing seam pre -finished sheet metal roof in Dark Bronze similar to window color. Snow fence type also shown here. STONE VENEER Photo illustrates palette of stone veneer color mixure. STEEL C -CHANNEL DOUBLE C -CHANNEL STRUT WINDOW COLOR GUTTERS/DOWNSPOUTS This photo also illustrates steel elements, such as C -Channel header and Double C -Channel struts, used throughout the exterior. All steel, flashing, gutters and downspouts to match the Dark Bronze window color. WOOD SIDING, SOFFIT and TIMBER RAFTERS Siding to be 1x8, horizontal clear cedar siding w/ no reveal, semi -transparent stain in custom color in warm tones. Soffit to be 2x6 T&G rough sawn Cedar soffit, semi transparent stain (corner board detail is not represented here) Timber Rafters are 6x10, stained to match siding TA r SHOUP-CLAYBORNE RESIDENCE 1100 HORNSILVER CIRCLE, VAIL, COLORADO FINAL DRB SUBMITTAL - 11-9-2020 I0:X121:00]0r•I_X121:1/_\111110V:-IKelto] HCS l01l2i1WMAF_A11111[0]►1 COPPER PANELS Dark Sealed Patina METAL PANELS Metal panels at accent locations, typically at windows, 1/2" x 1/2" reveal at panel divisions, dark bronze to match window color WINDOW CLADDING, EXT. STEEL & METAL ROOF Dark Bronze windows and patio doors. Steel railings to be painted similar to window color. 12/31/2019 Airis Medium Dark Sky Friendly Outdoor Sconce — Hubbardton Forge HUBBARDTON FORGE. TYPE E•LIGHT WALL MOUNTED SCONCE APPROX 7'-6" A.F.F. PRODUCT SPECIFICATIONS SEE ELEVATIONS FOR LOCATIONS 'Image shown may not reflect your co nfgured options OPTIONS FINISH Coastal Black - 10 Coastal Natural Iron - 20 Coastal Maho an - 73 Coastal Bronze - 75 Coastal DarkSmoke - 77 Coastal Burnished Steel - 78 SPECIFICATIONS GLASS Seeded Clear Glass (II) aln ess Epteer MUMMe �ZKy Reflect Texture Textured plate (ZL) Heavily Forged Plate (ZP) Airls Medium Dark Sky Friendly Outdoor Sconce Base Item #: 307920 Configured Item #: 307920-1036 3 0 792 0- S K T-78 -110211 Aluminum direct wire exterior wall sconce. Heavily Forged Plate (ZP327) for indoor use only. ADA compliant. Designed and built to Dark Sky standards. • Handcrafted to order by skilled artisans in Vermont, USA • Lifetime Limited Warranty when installed in residential setting • Features our robust Coastal Outdoor finish specifically formulated to resist some of the harshest environmental conditions. • US Patent D608,489 Dimensions Height 24.30" Width 5.00" Projection 5.20" Product Weight 5.80 lbs Backpiate 4.50" x 4.50" Vertical Mounting Height 20.90" Packed Weight 9.00 lbs Shipping (DIM) Weight 30.00 lbs Airis Medium Dark Sky Friendly Outdoor Sconce HUBBARDTON FORGE Base Item #307920 Configured Item #307920-1036 307920-S KT -78-110211 FINISH Coastal Burnished Steel - 78 LAMPING Incandescent LAMPING Incandescent Incandescent Lamping Socket GU10 Halogen Bulb: MR -16 reflector, 35W Max Number of Bulbs: 1 (not included) IES Files Available: Y Location Rating Outdoor Wet Safety Rating UL, CUL listed Copyright * 2019 Hubbardton Forqe. All Riqhts Reserved. 800.826-47661 https lhuww.hubbardtonforge.com GLASS Seeded Clear Glass (II) https://www.hubbardtonforge.com/products/307920 1/1 Technology By Design PROJECT: Lot 44 TYPE: E (970) 963-1200 MANUFACTURER: Hubbardton Page: 2 of 4 Forge & Soraa www.technologiesbydesign.com Catalog#: 307920-SKT-75-** w/ SM 16-09-36D-930-03 so P,,&,& vivid TM SORAA VIVID— Soraa VIVID lamps offer beautiful and accurate color and white rendering across the entire visible spectrum, mimicking the natural range of sunlight to deliver unmatched quality of light for color critical applications. POINT SOURCE OPTICS'" Point Source Optics deliver exceptional beam quality with crisp shadows, perfect uniformity and precisely controlled beam distributions from 25° to 36°. SORAA VIVID COLOR— Soraa VIVID lamps utilize full spectrum light to provide industry-leading color rendition of CRI/95, R9/95, Rf/90, Rg/100 for precise color reproduction. SORAA NATURAL WHITE— Soraa VIVID lamps are engineered to deliver outstanding whiteness rendering fortrue-to-life whites, which matches or exceeds incandescent sources at 2700K and 3000K. Output 465-490 lumen Beam Angle 25-,36- Color 5-,36-Color Temperature 2700K,3000K Color Metrics CIE Metrics: CRI 95, R9 95 TM30 Metrics: Rf 90, Rg 100 Whiteness Index: Rw 100 Applications Hotels & Hospitality Galleries & Museums High -End Retail ®®OOO®® aQ Ac O 95 O ENERGY EFFICIENCY 85% more energy efficient than standard halogen lamps, with typical payback of one year or less. THERMAL COMPATIBILITY Not suitable for use in enclosed, lensed, baffled, or deeply recessed fixtures. Designed to safely turn down in high temperature environments to protect LED and components. ELECTRICAL COMPATIBILITY Works with trailing edge and leading edge phase cut dimmers, 12V AC magnetic and electronic transformers and 12V DC transformers. Check individual lamp website pages for compatibility data. For more information visit: www.soraa.com. INTENDED USE & LOCATION RATING Intended for use in MR16 compatible recessed downlights, track lighting and other indoor applications. Suitable for damp locations, not rated for use in wet location. SM169W VIVID NA 19Q4 Information and speciflcations subject to change LIFETIME & WARRANTY FLICKER FREE— Rated lifetime to L70: 35,000hrs Advanced drivers provide a flicker and noise free Warranty: 3yrs or 25,000hrs whichever comes first experience for enhanced comfort, achieving low levels For warranty information visit: www.soraa.com/resources/legal of flicker in both dimmed and undimmed states. c ul S RoHS flc. i;as GENERAL SPECIFICATIONS Form Factor Operating Temperature Electrical Dimming and Flicker Width: 50.1mm (1.97") Minimu m: -40'C (ambient) Wattage: 9W Dimmable to <20% Height: 45.5mm (1.79") Typical: 90'C - 95'C (base) Power factor: 0.92 Flicker Index: 0.02 Weight: 47g Maximum: 100'C (base) Voltage: 12V +/— 1.2V Percent Flicker: 5% Frequency: 50/60Hz SM169W VIVID NA 19Q4 Information and speciflcations subject to change SPECIFICATIONS DESCRIPTION: Dual adjustable MR16 wall mount fixture with integral 120/12V or 277/12V transformer canopy. Suitable for wet/damp/ dry location installations. MATERIAL: Standard overall material is 6061 aluminum. HL -384 - Machined Aluminum FINISH: AA - Anodized Satin Aluminum AP - Powder Coat Aluminum BK - Powder Coat Black BZ- Powder Coat Bronze ow er oati e HALOGEN LAMPING OPTION: Lamp Type - 12V halogen MR16 lamp, bi-pin GX5.3 base, 50W max, not included (standard). LED OPTIONS Integral high output LED, warm white 85 CRI (3000K CCT) standard, others available. SLED - 3W LED - 180 lumens 8LED - 8W LED - 300 lumens umens OPTICS SLED and 8LED: SP - Spot, 12° NF - Narrow Flood, 24° FL - Flood, 36° 8LED-E: SP - Spot 14° NF - Narrow Flood, 25° MF - Medium Flood, 30° Hood, VOLTAGE: 1120 - 120/12 VAC rans ormer inc 277 - 277/12 VAC transformer included. MOUNTING: Fixture is equipped with a 4.75' mounting canopy and (2) mounting screws. OPTIONS: Glare shields GL -10 - Short Angled, aluminum GL -11 -Angled, aluminum GL -13 - Straight, aluminum Lenses/Louvers/Color Lenses Hexcellouver ac nsma is ens LA -3 - Linear spread lens LA -4 - Soft focus lens (diffused) LA -5 - Moonlight lens LA -6 - Blue lens See fixture accessories for more information. SAMPLE ORDER SPECIFICATION: HL -384 -AA -120 -LA -5 RATING: Wet/damp/dry location. ETV �s Intertek MADE IN THE USA ORDER SPECIFICATION TYPE M LIGHT CEILING SURFACE MOUNTED MONOPOINT SEE ROOF PLAN FOR PROPOSED LOCATIONS VERIFY FIXTURE IS DIMMABLE NMI 04 3/4" [121 ] 3 7/8" [98] 21 /4" [57]� 3 1/2" [89] [ 47] 47] Fixture Finish Lamping Voltage Options/Access. PROJECT: Q HEVI LITE, INC. 9714 Variel Ave, Chatsworth, CA 91311 APPROVED: Tel., (818) 341-8091 - Fax (818) 998-1986 Web Site http://www.hevilite.com NOTE: CATALOG NUMBER: TYPE: HL -384 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF HEVI LITE, INC. ANY REPRODUCTION IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF HEVI LITE, INC. IS PROHIBITED. WAC LIGHTING Step Light with Photocell Model & Voltage WL-LED202 120 VAC Example: WL-LED202-30-BK FEATURES Color Temp & CRI 3000K 90 3000K 90 Amber Fixture Type: Catalog Number: Project: Options in die-cast brass or 316 marine -grade stainless steel Fits into 2"4" J -Box with minimum inside dimensions of 3"2"2" No driver needed No heat radiation Low profile, flush to wall aesthetics with no visible hardware Balanced lighting, free of shadows with minimum glare Integrated photocell for energy saving Driver concealed within the fixture 5 Year warranty SPECIFICATIONS Construction: Location: TYPE Q EXTERIOR RECESSED WALL LIGHT Lumens Finish 2W BK Black on Aluminum 65 BN Brush Nickel on Aluminum 65 BZ Bronze on Aluminum SSStainless Steel i WT White on Aluminum Options in die-cast brass or 316 marine -grade stainless steel Fits into 2"4" J -Box with minimum inside dimensions of 3"2"2" No driver needed No heat radiation Low profile, flush to wall aesthetics with no visible hardware Balanced lighting, free of shadows with minimum glare Integrated photocell for energy saving Driver concealed within the fixture 5 Year warranty SPECIFICATIONS Construction: Corrosion resistant aluminum alloy, Stainless Steel Power: 2W Input: 120 VAC, 50/60Hz Light Source: Integrated LED 3 Step Mac Adam Ellipse Lens: Tempered Glass Rated Life: 54000 Hours Finish: Enamel Coated White on Aluminum, Stainless Steel Stainless Steel, Enamel Coated Bronze on Aluminum, Enamel Coated Brush Nickel on Aluminum, Enamel Coated Black on Aluminum Operating Temp: -40oF to 1 22o (-40oC to 50°C) Standards: ETL, cETL, Wet Location Listed, I1366, ADA FINISHES No Black onBronze on Brush Nickel Stainless White on Aluminum Aluminum on Steel Aluminum Aluminum LINE DRAWING waclighting.com I Phone (800) 526.2588 1 Fax (800) 526.2585 1 Headquarters/Eastern Distribution Center 44 Harbor Park Drive Port Washington, NY 11050 WAC Lighting retreins the right to modify the design of our products ret reny time res port of the comprenys continuous improvement progrrem. Mrerch 2020 r� dy�,�mded in America • t t 1 BALANCE SINGLE LED PATH LIGHT 6061 WAC LANDSCAPE LIGHTING Fixture Type: Catalog Number: Project: Location: PRODUCT DESCRIPTION SPECIFICATIONS Sleek linear design blends seamlessly into pathways while providing soft, even illumination Input: 9-15VAC (Transformer is required) FEATURES IP66 rated, Protected against powerful water jets Factory sealed water tight fixtures Solid diecast corrosion resistant aluminum alloy Recommended spacing for installation: Residential 11 to 13ft; Commercial: 7 to 9ft Mounting stake, 6 foot lead wire, and direct burial gel filled wire nuts are included • Maintains constant lumen output against voltage drop • UL & cUL 1838 Listed ORDERING NUMBER ColorTemD Finish Single 27 2700K Warm White BZ Bronze on Aluminum 6061 Balance 30 3000K Pure White BK BlackonAluminum 6061- BZ Example: 6061-30BZ Power: 6.5W / 11.5VA Brightness: 275 Im CRIk 90 Rated Life:. 60,000 hours 0.lfc 0.2fc 7' 1 fc 3'$„ from the source Avg 4.7fc c I waclighting.com Headquarters/Eastern Distribution Center Central Distribution Center Western Distribution Center Phone (800) 526.2588 44 Harbor Park Drive 1600 Distribution Ct 1750 Archibald Avenue Fax (800) 526.2585 Port Washington, NY 11050 Lithia Springs, GA 30122 Ontario, CA 91760 WAC Lighting retains the right to modify the design ofour products at any time as part of the company's continuous improvement program. I In Tree Preservation Plan for the Schoup-Claybourne Residence 1100 Hornsilver Cir. Vail, Colorado Schoup-Claybourne 10/20/2020 Tree Preservation Plan October 20, 2020 Prepared by: Rick Herwehe Ceres Plus www.cereslandcare.com.com 1 Introduction H istory On September 17, 2020 1 met with Courtney Gregory of Berglund Architects at 1100 Hornsilver Circle, Vail, Colorado to look at the property and recommend the scope of a tree preservation plan. On September 27, Tom Schoup, contracted with Ceres Plus to develop a Tree Preservation Plan for a construction project. I performed a tree inventory and evaluation on 10/13/2020. Assignment and Purpose The purpose of this plan is to provide tree preservation and management guidelines for the engineers, architects, contractors and the property owners. The guidelines will address tree preservation measures to retain healthy native trees around the redevelopment. The goals of the plan are: 1. Minimize damage to the residual trees. 2. Insure residual trees will continue as assets to the landscape well into the future. 3. Minimize the creation of hazard trees during the construction process. Scope of Redevelopment Project The proposed redevelopment of the site will include demolishing and removing the existing structures, constructing a new driveway in roughly the same location, enlarging house footprint and construction of new structure. Present Tree and Site Condition The property is a single-family parcel .2 acres in size. The lot is bound by developed homesites on all sides except the entrance from Hornsilver. A 3,159 square foot single family home currently occupies the site. All utilities are installed underground. The current structure was built in the mid 1990's. All trees on the property are identified on the site map. Each tree that is outside of the building footprint was inventoried and assigned an identification number. The trees to remain are identified with blue flagging and a number. Trees identified for removal are identified with orange flagging. Schoup-Claybourne 10/20/2020 Tree Preservation Plan Colorado spruce (Picea pungens), lodgepole pine (Pinus contorta), aspen (Populus tremuloides), subalpine fir(Abies lasiocarpa), Prunus virginiana Schubert, and Cercis sp. are the tree species on the site. The lodgepole pine and a few of the aspen in the northwest corner are likely indigenous. All of the trees were transplanted. Trees on the site vary in height from approximately 20 to 65 feet. Tree diameters range from 6.0 inches to 26.0 inches'. Tree diameters are measured at 4.5' above the qround (diameter standard height). Crown radius, the distance from the bole of the tree to the edge of the branches, a.k.a. the dripline, varies from 5 -feet to 16 -feet with the aspen having a narrower branch spread than the spruce. The dripline is an indicator of the absorbing root system. Although roots typically extend far beyond the dripline, a high concentration of absorbing roots is typically present between the dripline and the trunk. Crown ratios vary from a high of 90% to a low of 10%. Crown ratio is an important indicator to tree health and vigor. A low crown ratio means the tree has less green foliage to produce food. Generally, we can assume the less food production, the weaker the plant and the less likely it is to survive the stress of construction. The spruce trees on the site have high crown ratios as expected in healthy, high value spruce. The aspen have crown ratios of 10-30%, typical for aspen trees in the area. Schoup-Claybourne 10/20/2020 Tree Preservation Plan •.s rt Total Height = 80 feet L ive C rows = 50 feet .ire Crown Ratio = 50 feet = 0.625 80 feet The soils around the site vary from highly disturbed and compacted to moderately disturbed. In the areas immediately around the house the soil is heavily compacted at least in the top plates. The soils under the lodgepole pine trees on the north side of the house appear to be moderately compacted. A summary of the tree characteristics and condition inventory can be seen in Tables 1,2 U. Table 1 Trees Identified for Preservation Tree # Sparin Diameter Tree # Specie Diameter 1 Spruce 11 9 Spruce 10 2 Spruce 11 10 Pine 26 3 Spruce 14 11 Aspen 6 4 Fir 9 12 Aspen 7 5 Fir 8 13 Redbud 7 6 Pine 13 14 Spruce 9 7 Spruce 10 15 Aspen 9- 8 Spruce 9 Schoup-Claybourne 10/20/2020 Tree Preservation Plan Table 2 Trees Identified for Removal A Aspen Diameter 5 M Spruce Diameter 12 B Aspen 7 N Spruce 10 C Aspen 9 O Spruce 3 D Aspen 8 P Spruce 12 E Aspen 8 Q Spruce 9 F S ruce 11 R Spruce 10 G NA NA S Spruce 11 H Sc 6 T Spruce 9 1 S ruce 11 U Spruce 9 J S ruce 8 V Aspen 12 K S ruce 8 W Aspen 8 L S ruce 4 X S. Cherry 6 Testing and Analysis I collected condition information using the Colorado Tree Coalition Condition Reference as a guide. This procedure involves inspecting and evaluating five structural components on each tree. Each component is given a rating between 0 (severe damage) to 5 (no damage). A summary of each tree evaluated on the property is contained in the following table. Condition Point Rating tal Points Specie 18-20 Excellent 15-17 Good 12-14 Fair 9-11 Poor 0-8 Very Poor Tree Condition Ratings Table 3 ree # Specie Condition Rating Comments 1 Spruce 16 3" of new growth, good shape and color 2 Spruce 16 3" of new growth, good shape and color 3 Spruce 15 Good shape and color- Girdling root 4 Fir 15 Bark included fork at base with Tree #5. Good color and full foliage 5 Fir 15 Bark included fork at base with Tree #4. Good color and full foliage 6 Pine 14 Buried root collar. Dwarf Mistletoe. Rating 4 7 Spruce 16 Good shape and color. 8 Spruce 17 Good shape and color 9 Spruce 16 Good shape and color 10 Pine 13 Bark included fork. Codominant split at 5'. Tree seems sound structurally. Dwarf Mistletoe. Rating 3 11 Aspen 16 Light cottony cushion scale -no visible harm Schoup-Claybourne 10/20/2020 Tree Preservation Plan Tree # Specie Condition Rating Comments 12 Aspen 16 Light cottony cushion scale -no visible harm 13 Redbud 16 Sapsucker damage 14 Spruce 16 Crook in trunk. Good color and mostly full foliage 15 Aspen 16 A few dead branches Construction Impacts Most identified trees on the site will be either directly or indirectly impacted by the project. The indirect effects include changes in water from grade adjustments, chemicals leaching into the soil and changes in local wind patterns due to lot clearing. Direct impacts are those activities that invade the critical root zone, the crown, the trunk or require the tree to be removed. According to the site plan 23 trees will be removed, 15 trees are identified for preservation. Of the 15 trees #1,2 and 3 are on the neighbor's property. Tree condition, age and species all affect how well a tree will stand up to construction stress. Trees that are already in poor health from disease, insect damage, soil compaction, nutrient deficiencies, overcrowding or being overtopped are at a serious disadvantage when it comes to surviving construction stress. Young trees and trees in better health and condition are generally adaptable and have a better chance at surviving the environmental changes that occur during construction. Trees live on an energy cycle that produces a surplus of energy during the summer months and a deficit in the spring during bud break. Young and middle aged trees in the growth and structural stage generally produce an adequate amount of energy to grow and provide defenses against insects, disease and environmental stresses, at least for one or two growing seasons assuming the stresses and damages are not too severe. As trees reach the mature and overmature stages of their lives, they are only producing enough energy to break the buds in the following growing season. Any root loss causing a reduction in stored energy or absorption capabilities will likely result in rapid decline and eventual death for the tree. Tree species respond differently to construction impacts. Colorado spruce trees are moderately tolerant of root loss and somewhat tolerant of saturated soils but soil compaction will cause a slow death to roots. Therefore, any activity within the tree protection zone should be avoided. If encroachment is necessary, all operations should be closely monitored. A particular problem with root damage is that its effects may take many years to surface and the results may be in the Schoup-Claybourne 10/20/2020 Tree Preservation Plan form of catastrophic tree failure due to root and stem rot or poorly developed root systems. Aspen trees tolerate some root loss but perform poorly in saturated or compacted soils. Lodgepole pine trees tolerate some root loss and soil compaction but are less tolerant of soil moisture changes. If lodgepole pine are aging they become susceptible to secondary pests such as ips beetles. Table 3 Mitigation Measures The three basic approaches to tree preservation during construction are to first try to avoid the tree (staying outside of the tree protection zone), second is to minimize any damage to the tree and third is to mitigate any effects the construction process may have on the tree. Typically, the healthier the tree, the more likely it is to remain a productive, contributing part of the landscape for many years after the project is completed. The best management approach is to bring the trees to the best possible health and condition prior to starting the construction project. This can be done by insuring adequate soil moisture for as long as possible prior to construction, testing the soil and applying fertilizer if necessary, inoculating the soil with mycorrhizae fungi and root stimulating fertilizer. In some cases thinning to reduce competition or pruning to improve tree architecture are the best management practices to improve health Schoup-Claybourne 10/20/2020 Tree Preservation Plan Dia Potential Construction impacts 1 Spruce 11 Soil Com action/ Branch and Foliage Damage 2 Spruce 11 Soil Compaction/Branch and Foliage damage 3 Spruce 14 Soil Compaction This tree is on neighbors property) 4 Fir 9 Soil Compaction/Root loss/Branch Damage 5 Fir 8 Soil Compaction/Root loss/Branch Damage 6 Pine 13 Soil Compaction 7 Spruce 10 Soil Compaction/Branch Damage 8 Spruce g Soil Compaction/Branch Damage 9 Spruce 10 Soil Compaction/Branch Damage 10 Pine 26 Soil Compaction 11 Aspen 6 Soil Compaction 12 Aspen 7 Soil Compaction 13 Red Bud 7 Soil Compaction/Branch damage 14 Spruce 9 Soil Compaction/Branch damage 15 Aspen g Soil Compaction Mitigation Measures The three basic approaches to tree preservation during construction are to first try to avoid the tree (staying outside of the tree protection zone), second is to minimize any damage to the tree and third is to mitigate any effects the construction process may have on the tree. Typically, the healthier the tree, the more likely it is to remain a productive, contributing part of the landscape for many years after the project is completed. The best management approach is to bring the trees to the best possible health and condition prior to starting the construction project. This can be done by insuring adequate soil moisture for as long as possible prior to construction, testing the soil and applying fertilizer if necessary, inoculating the soil with mycorrhizae fungi and root stimulating fertilizer. In some cases thinning to reduce competition or pruning to improve tree architecture are the best management practices to improve health Schoup-Claybourne 10/20/2020 Tree Preservation Plan Mycorrhizae is a naturally occurring fungal relationship between tree roots and the soil. This relationship is common in undisturbed forest soils but, soil that has been "urbanized " through development, pedestrian traffic and other human disturbances often lacks this relationship. Mycorrhizae literally means fungus root. The roots and fungi form a symbiotic relationship that provides a secondary and very expansive root system for the host tree. The mycorrhizae relationship can multiply a tree's absorbing capacity from 10 to 1000 times the capabilities of non-mycorrhizal trees. Studies have demonstrated a well colonized mycorrhizal root system is more tolerant of drought, soil salinity, soil pathogens, parasitic nematodes and chemical imbalances in the soil. Mycorrhizal filaments produce humic compounds and organic "glues" that bind soils into aggregates and improve soil porosity. Soil porosity and soil structure positively influence the growth of trees by promoting aeration, water movement into soil, and root growth that more closely mimic the soil condition in the natural forest setting. The second concern is to identify, protect and treat the critical root zone (crz) throughout the construction process. To protect the crz, delineate it with fencing and install a 4 -inch layer of chips on top of the existing soil (See specifications section). Unfortunately, construction space constraints do not always allow protection of the recommended crz (See table 4 for the desired tree protection zone size). In these cases, individual prescriptions are prepared for the trees to address the problems created by disturbing the root zone. Root Protection Zones Table 4 *Except by wall and drive The specific needs of each inventoried tree are outlined in table 5. Specifications for Tree Preservation General All remaining should be inoculated with mycorrhizae fungi and treated with a root stimulating Guidelines fertilizer and soil enhancements. Unless otherwise specified, the critical root zone (or as much as possible) shall be fenced with construction fencing. The fenced area shall be covered with a 4" layer of tree chips. Any excavation inside of the CRZ shall be supervised by a certified arborist. Any roots greater than 1/2 inch in diameter shall be pruned with a sharp tool and documented. Anv branches that may interfere with construction should be pruned by an arborist Schoup-Claybourne 10/20/2020 Tree Preservation Plan Fertilizing 1. Deep root fertilize all trees to be preserved. 2. Treat with a root stimulating fertilizer. 3. Fertilization will be performed in a radial pattern with the feeder needle being inserted 8-10" below the soil surface. Insertions will be made at 18" intervals on the edge of the drip line. 4. The first feeding shall include an inoculation with mycorrhizae fungi. Schoup-Claybourne 10/20/2020 Tree Preservation Plan prior to construction. "Claw hammer pruning" by the construction crew is prohibited. In addition to the general guidelines the following trees will need additional mitigation measures. Inspect soil moisture and apply supplemental water as needed. S= Spray TT= Trunk Treatment Tree # Prescriptions General Guidelines. Fence to keep personnel from walking and material storage in CRZ. Prune 1 branches that may be damaged during construction. Moisture guard General Guidelines. Fence to keep personnel from walking and material storage in CRZ. Prune 2 branches that may be damaged during construction. Moisture guard General Guidelines. Fence to keep personnel from walking and material storage in CRZ. 3 Moisture guard Treating this tree will require approval of neighbor. General Guidelines. Fence to keep personnel from walking and material storage in CRZ. Prune 4 branches that may be damaged during construction. Moisture guard General Guidelines. Fence to keep personnel from walking and material storage in CRZ. Prune 5 branches that may be damaged during construction. Moisture guard 6 General Guidelines. Fence to keep personnel from walking and material storage in CRZ. General Guidelines. Fence to keep personnel from walking and material storage in CRZ. Prune 7 branches that may be damaged during construction. Moisture guard General Guidelines. Fence to keep personnel from walking and material storage in CRZ. Prune 8 branches that may be damaged during construction. Moisture guard General Guidelines. Fence to keep personnel from walking and material storage in CRZ. Prune 9 branches that may be damaged during construction. Moisture guard General Guidelines. Fence to keep personnel from walking and material storage in CRZ. Prune 10 branches that may be damaged during construction. General Guidelines. Fence to keep personnel from walking and material storage in CRZ. Prune 11 branches that may be damaged during construction. General Guidelines. Fence to keep personnel from walking and material storage in CRZ. Prune 12 branches that may be damaged during construction. General Guidelines. Fence to keep personnel from walking and material storage in CRZ. Prune 13 branches that may be damaged during construction. General Guidelines. Fence to keep personnel from walking and material storage in CRZ. Prune 14 branches that may be damaged during construction. Moisture guard General Guidelines. Fence to keep personnel from walking and material storage in CRZ. Prune 15 branches that may be damaged during construction. Fertilizing 1. Deep root fertilize all trees to be preserved. 2. Treat with a root stimulating fertilizer. 3. Fertilization will be performed in a radial pattern with the feeder needle being inserted 8-10" below the soil surface. Insertions will be made at 18" intervals on the edge of the drip line. 4. The first feeding shall include an inoculation with mycorrhizae fungi. Schoup-Claybourne 10/20/2020 Tree Preservation Plan Moisture Guard 1.Treat all spruce/fir trees identified for preservation with moisture guard to minimize water loss during winter. Fencing 1. Fence all trees to be retained to completely enclose the tree protection zone, as indicated in table 3. Construction traffic and material storage must remain outside of the fenced areas at all times. Pruning 1. A. Prune branches to provide adequate clearance for scaffolding and construction crew. 2. Pruning shall be performed or supervised by a certified arborist. The tree service must provide proof of insurance for liability and workers compensation. 3. All pruning will be within the Tree Pruning Guidelines (International Society of Arboriculture) and adhere to American National Standard for Tree Care Operations (ANSI A300) 4. Any additional tree pruning needed for clearance will be performed by an arborist, and not by construction personnel. Root Pruning All encountered roots over 1/2 inch in diameter will be cut off with a sharp tool. 2. Root will be pruned with a sharp shovel, saw or by-pass pruning tool. 3. Root pruning shall be performed or supervised by a certified arborist. 4. Roots should be exposed by hand, with an air spade or with a small excavator. Any digging to expose roots shall be done parallel to the tree to avoid breaking or tearing roots. Schoup-Claybourne 10/20/2020 Tree Preservation Plan 10 General 1. Any activity within the tree protection zone must be approved and monitored by the Consulting Arborist. 2. Any herbicides placed under paving materials must be safe for use around trees and labeled for that use. 3. Any grading, construction, demolition or other work that may encounter tree roots should be monitored by the Consulting Arborist. 4. Do not store or dump excess soil chemicals, debris equipment or other materials within the tree protection zone. 5. Install and maintain a 4"-6" layer of mulch within the tree protection zone. The mulch will help reduce soil compaction and moderate soil temperature. Monitoring Tree Health and Compliance Successful tree preservation programs start during the planning phase when critical design decisions are made. However, activities in the construction and post -construction phases are critical to successful tree preservation. In other words, trees cannot be preserved during construction but they can be killed during construction. Monitoring tree health and compliance during construction helps ensure that the program and details specified in this Tree Preservation Plan are properly implemented. The monitoring phase of the plan is fourfold: 1) Maintain the integrity of the Tree Protection Zone, 2) Assist with field changes, 3) Continually evaluate tree health and injuries, and 4) Communicate with the Superintendent, Architect and Engineer. . Inspections will be more frequent during the early phases of the project. During the excavation phase and the early stages of material delivery and staging, inspections will occur weekly or bi-weekly. After the kinks are worked out, inspections will occur on a monthly basis or upon request of the contractor, architect, owner or building department. Inspections will be document on form 1-4 and copies will be sent to Construction Project Manager and Courtney Gregory of Berglund Architects LLC. Schoup-Claybourne 10/20/2020 Tree Preservation Plan 11 Map of Preserve Trees Shu-bfb urnc 10/20/2020 Tree Preservation Plan 12 ` � `� � • ^ � '.$■2� .■. lia . - - �� Shu-bfb urnc 10/20/2020 Tree Preservation Plan 12 Map of Removal Trees Schoup-Clayboume 10/20/2020 Tree Preservation Plan 13 Reference Certified Arborist Certification Program Study Guide. International Society of Arboriculture, 1991 Matheny, Nelda P. and James R. Clark. Trees and Development, A Technical guide to Preservation of Trees During Land Development. International Society of Arboriculture, 1997. Shigo, A.L. A New Tree Biology. Duram, NH, Shigo and Trees, 1986. J.M. Sillick & W.R. Jacobi. Healthy Roots and Healthy Trees. Colorado State University. College of Forestry and Natural Resources. http://www.ext.colostate.edu/PUBS/garden/02926.htmi Schoup-Claybourne 10/20/2020 Tree Preservation Plan 14 Glossary Crown The upper part of a tree, including the branches and foliage. Crown diameter (Dripline) The distance from the trunk of the tree to the edge of the branches. DSH or Diameter Standard Height The diameter of a tree measured at 4.5 feet above the ground. Live Crown Ratio The percent of the tree trunk that supports live green foliage. Mycorrhizae Mycorrhizae are organs made up of tree and fungus tissues that facilitate the absorption of phosphorus -containing ions and others essential elements for growth. B) Non -woody roots that are infected by beneficial fungi are called mycorrhizae. Mycorrhizae are organs that facilitate the absorption of phosphorus and other soil elements as well as water. Mycorrhizae (sometimes written as mycorrhizae (singular) and mycorrhizae, (plural) are active for months to a year. They are organs on most trees. Pruning The selective removal of woody plant parts of any size using saws, pruners, clippers or other pruning tools. Roots (absorbing) Absorbing tree roots are organs that absorb free water and elements dissolved in it from the soil. Non -woody absorbing roots have very little lignin and no corky outer bark. Woody roots have lots of lignin and a corky outer bark. Non -woody roots do grow in winter in non -frozen soils, and may even grow in non -frozen soils below frozen soils. Also see root hairs and mycorrhizae which are associated with non -woody roots. Roots (woody) Woody tree roots are organs that support the tree mechanically, store energy reserves, transport free water and the substances dissolved in it and synthesis substances such as growth regulators, amino acids and Schoup-Claybourne 10/20/2020 Tree Preservation Plan 15 vitamins that are essential for growth. They also hold water in the form of bound water. They also contain more lignin than non -woody roots. Schoup-Claybourne Ceres Plus Inspection Summary P.O. 2134 Eagle, CO 81631 453-9154 Inspection Date: Inspector: Also present: General comments: Site Conditions Tree # Conditions/concerns Treatments required Recommendations and Follow-up Schoup-Claybourne 10/20/2020 Tree Preservation Plan Development Stage Pre -construction Demolition/stripping Rough grading Street, utilities Building construction Fine-grading/landscaping Other 16 City of Vail, Colorado Logo VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: 12/2/2020 ITEM/TOPIC: DRB20-0554 - Concert Hall Plaza ATTACHMENTS: File Name Description DRB20-0554 Little Diner.pdf Plan Set O U Q z 0 U H U w IL W 0 z H w w U) Z 0 a U w D H U w a O Y U co i N M E O=m M _O M O U m 0� M o ��a\ U 0 O O ( V 0 O m M M m m 0 'm m 0 m Q a> rn E 0 E 0 c 0 O U U i O N N oU N O N O O m � O O U 0 x 0 3 Z o rn U N m C Fu Q a Q rn in E 0 m E 0 CD Q o c Co U IL Q O N U Q D > coo ma 0 U m O= (Mp U 3 mco � 0m CN0 c 0m x U co co .0 0 O N 00 im m m O m In Q a w O m O v _ _ E m a OO E c 00 U Q m _0 O o o = E U o m O 0 Co -o co m > U m = O r� > O ��v���� Q Q Q w M L ,z U > O O U 0 0 m m 0 axi '0 "O N C Co p >, a Co O -,1 rn m .0 3 E c m m O N O_ N O O Q U 0 z O Q 0 LL z 0 z 0 J m J 4J LC O N N U U LL F- 70 m m 5) 0 0 0 J 06 C 0 0 N O ~ i o— C) > N m a ami 0 0 CD 0 0 o CN N o U m O O O cn 2 J 0 0 Y N m �>> 0 C, �co U> UIL Y V Q U co >�m aH z O Q 0 LL Z w 0 O U N � 0 _ O U 0) Q U 0 > m o E m m CL 2 H O N O =o Q O O U � m C _0 Q M U No W O C O N i N N S N N�> N m 0)>> > O i> >U>>> t N- O C C U U a) C U U 'C O) - O c cUc�U 3 Co. �w 5w m.rww E E p E in J n r 3> c O N 0` m� E E p c O W W U 0 U a~ O (n Q' N N LL N N LL UO 17 N N MT L9 19 M O O N M Qaaa >FLFL ,z U > O O U 0 0 m m 0 axi '0 "O N C Co p >, a Co O -,1 rn m .0 3 E c m m O N O_ N O O Q U 0 z O Q 0 LL z 0 z 0 J m J 4J LC O N N U U LL F- 70 m m 5) 0 0 0 J 06 C 0 0 N O ~ i o— C) > N m a ami 0 0 CD 0 0 o CN N o U m O O O cn 2 J 0 0 Y N m �>> 0 C, �co U> UIL Y V Q U co >�m aH z O Q 0 LL Z w 0 O U N � 0 _ O U 0) Q U 0 > m o E m m CL 2 H O N O =o Q O O U � m C _0 Q M U No W O C) %� o /C\ W /\e \77 c 3 2 \ D O ) k -0 Ego w %eG ;Z2� 2 2 y: §-j j/\/ C) (D 313 /( - = of 70 -- > E _ 0 z 00 o» 9% \a) °) , - 2 0 \ ƒo E = i\ )/\ ) k [ j - 9 § { W § / ( � © //IL -r— ; i = £ u . § C. 9 o a § / \ \ CD z o E )°$meq _ C- § J R 2 I f ƒ m : � � O \ . � \\ �\\ El /tw � LU LO \\\ r \E� °°0 2� Lu ) } / � \ °an CN §G\ w z ƒ ) �/ 2 % O \ / ( � k Zo ) / \ _ = j :-ƒ \ } - QX , ! : $ ƒ 2 \ \ ) ! c c. :_�- ■o "68 \>\ \El <E : \\ \\\ \{\ \ \ I /L \ N \\ \ ( \ ƒ - } ! -�{: ! \ }\\\\ \\ o)°- - § ) \\`° < � = 4 )kj\� Z2 �\ (D\ -� I� _- DDW-M(woLSI8 OD 'lle V 2 'DNI `VDINHW 10 a IK3 !l ll )LNVdWO3 ONINMV 0. z E �0 .' � co P' W } -0 O C: co a. 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FL �II - ' I� I ILII I ;, W I, ,V m U) l III = LLJ I I I I - III II Ijil � IIS II it a I I II III ,i 'x W j la d w A. - lip - U I it I fI i Ili t; W DDW (w OTIOC W VOM 16u3 'WLId LK4"44 'M ONT X N Vd WOD DN I lei NkV Lj L� . jo p ysuon m 9T9 caul(] al:n1l a Wow C4 c 0 LU N H OTIOC W VON 16u3 'aMd U)NPM4 'M ONT jo p ysuon m 919 J!� L X N Vd WOD QN I lei NkV o L u CA OLC L I i4 UT f V f ;ql5i,?H uie:pn f9 00 Ad #: 0000640104-01 Customer: TOWN OF VAIL/PLAN DEPT/COMM DEVLM Your account number is: 1023233 PROOF OF PUBLICATION VAIL DAILY STATE OF COLORADO COUNTY OF EAGLE I, Mark Wurzer, do solemnly swear that I am Publisher of the VAIL DAILY, that the same daily newspaper printed, in whole or in part and published in the County of Eagle, State of Colorado, and has a general circulation therein; that said newspaper has been published continuously and uninterruptedly in said County of Eagle for a period of more than fifty-two consecutive weeks next prior to the first publication of the annexed legal notice or advertisement and that said newspaper has published the requested legal notice and advertisement as requested. The VAIL DAILY is an accepted legal advertising medium, only forjurisdictions operating under Colorado's Home Rule provision. That the annexed legal notice or advertisement was published in the regular and entire issue of every number of said daily newspaper for the period of 1 insertion; and that the first publication of said notice was in the issue of said newspaper dated 11/27/2020 and that the last publication of said notice was dated 11/27/2020 in the issue of said newspaper. In witness whereof, I have here unto set my hand this day, 12/4/2020. Mark Wurzer. Publisher Subscribed and sworn to before me, a notary public in and for the County of Eagle, State of Colorado this day 12/4/2020. Jeri Medina, Notary Public My Commission Expires: August 19, 2024 .IEN NFDINA NOTARY NDl1D A OF COLORADO Mqusf t& AL PUBLIC NOTICE NOTICE IS HEREBY GIVEN Mat the Design Re ew Board of Me Town of Vail will hold a publk hearing on December 2, 2020 M 3:00 p.m. In the Town of Vail Municipal Building, 75 South Frontagr Road West, Vail, Colorado. The applications and Information about the propos- als are available for public inspection during regular office hours in die project planners ofice, boated a' the Town of Vail Community Development Depart e `, 75 South Frontage Road West. The publk Is Dep- "-`, Invnetl to anentl prgea orientation and site vis- as which precede the pubic nearing in the Town of Vail Municipal Building Please call (970) 479-2138 for iMormation. The Design Review Board Is will be available on iha Town of Vail ofnclal websnh 24 hours prior to the public M1—n, www.vailgov.cc TOWN OF VAIL COMMUNITY DEVELOPMENT Published in the Vail Daily November 27, 2020. Please call 970-9-21381or additmal Information. Sign language infb, Ub n, available upon request wiN 24-hour nogf tion, dial 711. Published In the Vail Dally on November 27, 2020. 0000640104