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HomeMy WebLinkAbout2020-11-04 DRBDESIGN REVIEW BOARD TOWN Of VAIL' November 4, 2020, 3:00 PM Virtual 75 S. Frontage Road - Vail, Colorado, 81657 1. Call to Order 1. 1. Register in advance for this webinar: https://us02web. zoom. us/webi nar/register/W N_I Ci u BJ OV RW O - FW YE7_c7MQ 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 2. Main Agenda 2.1. DRB20-0462 - Laird Residence Final review of new construction Address/Legal Description: 1967 Circle Drive/Lot 24, Buffehr Creek Resubdivision Applicant: Rebecca & Stephen Laird, represented by Pierce Austin Architects Planner: Greg Roy John Rediker moved to table to a date uncertain. Peter Cope seconded the motion and it passed (4-0). Abstain: (1) Austin 2.2. DRB20-0512 - Knuepfer Residence Conceptual review of new construction Address/Legal Description: 748 Potato Patch Drive/Lot 7, Vail Potato Patch Filing 2 Applicant: David R. Knuepfer Qualified Personal Residence Trust - Etal, represented by Berglund Architects Planner: Greg Roy 2.3. DRB20-0322 - Shoup Residence Conceptual 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 2.4. DRB20-0488 - Loper Residence Final review of an addition Address/Legal Description: 784 Potato Patch Drive Unit W/Lot 15, Block 1, Vail Potato Patch Filing 1 Applicant: Amy Therese Loper - Etal, represented by Judge and Associates Planner: Jonathan Spence John Rediker moved to approve. Kit Austin seconded the motion and it passed (5-0). 2.5. DRB20-0520 - Vail Golf Course Final review of a tree removal Address/Legal Description: 1775 Sunburst Drive/Vail Village Filings 7 & 8 and Unplatted Applicant: Vail Recreation District Planner: Jonathan Spence John Rediker moved to approve. Peter Cope seconded the motion and it passed (5-0). 2.6. DRB20-0518 - Lion's View Development Final review of an exterior alteration (demolition) Address/Legal Description: 500 East Lionshead Circle / Lots 1 & 3, Block 1, Vail Lionshead Filing 1 Applicant: Lazier Lionshead LLC, represented by Pierce Austin Architects Planner: Jonathan Spence John Rediker moved to table to November 18, 2020. Joe St. John seconded the motion and it passed (3-0). Abstain: (2) Austin, Cope 3. Staff Approvals 3.1. B20-0447 - Salupa LTD Final review of an exterior alteration (reroof) Address/Legal Description: 1975 Aspen Ridge Road/Lot 6, Block 4, Lion's Ridge Subdivision Filing 3 Applicant: Salupa LTD, represented by Rocky Valley Contractors Planner: Jonathan Spence 3.2. B20-0461 - Corrigan Residence Final review of an exterior alteration (reroof) Address/Legal Description: 252 West Meadow Drive UnitA/Lot 8, Vail Village Filing 2 Applicant: Glenda K. Corrigan QPR Trust - Etal, represented by Vail Custom Builders Planner: Greg Roy 3.3. DRB20-0468 - Sinclair Residence Final review of an exterior alteration (stone facade) Address/Legal Description: 1956 West Gore Creek Drive/Lot 45, Vail Village West Filing 2 Applicant: Brian Sinclair Planner: Erik Gates 3.4. DRB20-0480 - Janet Family Trust Final review of an exterior alteration (windows) Address/Legal Description: 5165 Black Gore Drive/Lot 17, Block 2, Gore Creek Subdivision Applicant: Janet Family Trust under the Jeffrey P. Lane Declaration of Trust, represented by Renewal by Andersen Planner: Greg Roy 3.5. DRB20-0484 - Lemos Residence Final review of an addition Address/Legal Description: 1975 Placid Drive Unit 9/Lot 29-42, Vail Village West Filing 2 Applicant: Tiffany Lemos, represented by Alpine Building and Development Inc. Planner: Greg Roy 3.6. DRB20-0485 - Nelson Residence Final review of a tree removal Address/Legal Description: 4150 Columbine Drive/Lot 17, Bighorn Subdivision Applicant: W. Peterson Nelson, represented by Vail Valley Tree Service Planner: Greg Roy 3.7. DRB20-0486 - MVV Properties LLC Final review of a tree removal Address/Legal Description: 4146 Columbine Drive/Lot 17, Bighorn Subdivision Applicant: MVV Properties LLC, represented by Vail Valley Tree Service Planner: Greg Roy 3.8. DRB20-0489 - Chalets at the Lodge at Vail Final review of a tree removal Address/Legal Description: 151 Vail Lane/Tract B, Front Door Three Dimensional Subdivision Applicant: Chalets at the Lodge at Vail, represented by Old Growth Tree Service Planner: Erik Gates 3.9. DRB20-0491 - Marks Residence Final review of an exterior alteration (gas line/vents) Address/Legal Description: 5040 Prima Court Unit B1/Sundial Phase 1 Applicant: John L. Marks, represented by KCB Construction Inc. Planner: Jonathan Spence 3.10. DRB20-0493 - Peterson Residence Final review of an exterior alteration (window) Address/Legal Description: 1975 West Gore Creek Drive Unit 27/1-ots 29- 42, Vail Village West Filing 2 Applicant: Jessica Peterson, represented by Saltbox Custom Homes, Inc. Planner: Erik Gates 3.11. DRB20-0495 - Eagle River Water & Sanitation District Final review of an exterior alteration (reroof) Address/Legal Description: 846 Forest Road/Lot 1, Eagle River Water & Sanitation District Subdivision Applicant: Eagle River Water & Sanitation District, represented by Colorado Commercial Roofing, Inc. Planner: Greg Roy 3.12. DRB20-0497 - Vail Retreat Residence Final review of tree removal. Address/Legal Description: 303 Gore Creek Drive Unit 2 / Lot 13, Block 5, Vail Village Filing 1 Applicant: Vail Retreat LLC, represented by Old Growth Tree Service Planner: Erik Gates 3.13. DRB20-0498 - Dulce Perez-Abreu Residence Final review of an exterior alteration (deck) Address/Legal Description: 2945 Manns Ranch Road Unit B/Lot 4, Block 1, Vail Village Filing 13 Applicant: Dulce Perez-Abreu Revocable Trust Planner: Erik Gates 3.14. DRB20-0499 - Kapilla Residence Final review of exterior alteration (windows) Address/Legal Description: 508 East Lionshead Circle Unit 502 / Lot 1, Block 1, Vail Lionshead Filing 1 Applicant: Keith Kapilla Planner: Greg Roy 3.15. DRB20-0505 - Pulkrabek Residence Final review of an exterior alteration (door) Address/Legal Description: 3931 Bighorn Road Unit 5D/Pitkin Creek Park Phase I Applicant: Stephanie Pulkrabek, represented by W LM Building and Home Services Planner: Greg Roy 3.16. DRB20-0507 - Doyon Residence Final review of an exterior alteration (doors) Address/Legal Description: 3941 Bighorn Road Unit 4D/Pitkin Creek Park Phase I Applicant: Brian Doyon, represented by W LM Building and Home Services Planner: Greg Roy 3.17. DRB19-0354.001 - 1775 West Gore Creek LLC Final review of a change to approved plans (exterior finishes/colors) Address/Legal Description: 1775 West Gore Creek Drive/Lot 8, Vail Village West Filing 2 Applicant: Robert Kulikowski Planner: Jonathan Spence 3.18. DRB19-0642.001 - Born Free LLC Final review of a change to approved plans (windows/doors) Address/Legal Description: 493 Beaver Dam Road/Lot 1, Block 2, Vail Village Filing 6 Applicant: Born Free LLC, represented by KH Webb Architects Planner: Greg Roy 3.19. DRB20-0150.001 - Meadow Creek Condos Final review of a change to approved plans (D3 & D4 deck extension/stairs) Address/Legal Description: 2500 Kinnikinnick Road/Meadow Creek Condominiums of Intermountain Applicant: Meadow Creek Condominiums, represented by Hess Contracting Inc. Planner: Jonathan Spence 3.20. DRB20-0450.001 - Ptarmigan Townhomes Final review of a change to approved plans (shed dimensions) Address/Legal Description: 1975 West Gore Creek Drive/Lots 29-42, Vail Village West Filing 2 Applicant: Ptarmigan Townhomes 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: 11/4/2020 ITEM/TOPIC: Register in advance for this webinar: https:Hus02web.zoom.us/webinar/register/WN ICiuBJOVRWO-FWYE7 c7MQ 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: 11/4/2020 ITEM/TOPIC: Attendance City of Vail, Colorado Logo VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: 11/4/2020 ITEM/TOPIC: DRB20-0462 - Laird Residence ATTACHMENTS: File Name Description DRB20-0462 Plans (1 of 2) - 11-4.pdf DRB20-0462 Plans (1 of 2) DRB20-0462 Plans (2 of 2) - 11-4 compressed.0 DRB20-0462 Plans (2 of 2) VIOZ-+egwnN 10OWd ZO v 3 / O L99L800 11VA t�OJ� Baa > UG M810 L96L V, 33N3aIS3b GHIVI ���s�o Q Q U- e z z p O > LU �m 84v w Q Q O g �g aag 8 p U - J � - - - a3aa Q3aa Q3aa Q3aa z o QLU ra_>aw LU OlQ inra� W a o o u yµLL 3 a a .n G Edw T ,7 m D Lo zzzzzzzzzzzzzzzzz EEEE W r J o0 U �O U U A -- � >` Iz Tw o �mswo o ==o w ww� A. 1.,w a low�'sm° p Z "oom�= s �a LLw woo >° w3 m - z soW, ws ow oo w oa�w =mLLO '10 _ �OZMosOwOa - \J ( EEo 1Wf1 LLw LU �...... �zOW.j WO w�a o C� �a - oo�ww - o� �=a��� -���w a > _ w w mama 3wo z O -QOQo oQ000� } O W w MW =° w awm °wa o o�o W'. o =w =wW z = �� _ �owoo o��� - ��3�0= - �o 00 J omo�Ua a�oww foo �oFg �o�Oo »��"�� LLl - www 20 m 3� rQ -_-Jam zLLw�ow �w -a000 Jaz oow�W-mo¢� LL 'z Ly 3m of koro o ooW ">aw3 r°oo �Oa�O��`� a LU mr O¢FF- FuOU= �w rOU !/'1 GQ Q 000 h�r' OOFt�F jOOa 1V1�J UzpJ LU oo a-00¢llwt W�- ���¢OO °az a�wz� -~� awawUOa 1 33 CD �?°aw�O� o�oW��waawo� �i�a�waa J 0o°° �� v°°www a aF � a �g��g��O000 w 2� -- - W�aao�a9 o��y5ygww w3wozs0000 J W W Z CE Q< d Ir Q Q Q WJ Q0 oC p GE ui C/)U Oa I m LL VIOZ-+egwnN 10OWd ZO 3 co LS9L800��1VA tyOJ� �sQ. ow O UG 30810 L96L r O 33N3aIS3b GHIVI ���s�o - w2E Q ----------------------------------------------------- i i i Q i O i U i i U i i Ln O O IrZ w Z w Uw (jw U- p ZZ U)ra", pw (n ow OCm> w > QOw JY EOp w0 OCA OIr ¢ U<O ZQ O c~i) C m LU LUZ �� J X p m C) — Q W p w = Q W Y ---------------------------------------------------i U U Z LL �l �� Q �� p -j OL`Y U)~ wzY QOCZY 00Q 2 3i In LLO J'dQ �C�dQ LUo W WOE Q p m LL Q p m Q H 2 025 W _p p OAC OZX— LU X—L HLU >T ----------------------------------------------------- -----------------------------i---------------------------i z Irp pC W LU Z Lu 73 LU Z Lu _ I O i Q� �0 �0 C) W Q _ --� m U _ W In ( � OCU C)ch w CEWm CO W(n �'a � C) i- / Zr WZw UH �,; U OCA > rp �p — UX ;$ OQ 0 J. - O X `----------------------------- ----'- Sri ~ UJ 2 � �z �O _O cn CE UJJ X3: W VIOZ-+egwnN 10OWd ZO - L98L80011VA 8c] M810 LBSL 33N3aIS3b GHIVI v a- l�lrl I J�m LL LL LL LL LL LL CO CO t t zo O M M W m N 0] r �w u r Ww - w a� °oma w o W 00 J J h M U) O O Lu W LL LL X X V J O_r OM� LL LL LL (n (n (n U) U) w > W o r o a M W « VI VI « W O O W m W ifJ ifJ Q z.&¢ �mm� N N in in in N 03 LL�c � N N a s O 000o M (3 �o JLU LU co 0000 O O f J O II II II X OWMQ y M 7� �� O �� O F N O X clc-,O W_ j� VI A A mmmm LL X X X LL Cl)LLLLLL Cl) O n O ch LL LL O J 000 ^ nnn� ,n oon� X X I^� o ,n O o O o N N N N N O O Lo Lommmm N N W > W O r a if h oc) o N r F- "7 h co (n LL 0 0 0 0 ^ ^ Q p] LUco m M- SCJ .O r r rt v > 0000 Z Z LLI J � CO LL J_ J Q Q F Q J JZ J� JCO O Q W W ('j Q c, ,I < Q QJ Q? 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HORIZONTAL WOOD SIDING & TRIM 1x8 horizontal butt -jointed cedar siding w/ no reveal w/ semi -transparent stain in custom color in warm tones METAL PANELS COPPER PANELS Dark Sealed Patina STONE VENEER Stone veneer to be a blend of Vogelman Brown, Adobe Brown chopped and Walnut Grove Limestone Cap stone at wainscot and landscape walls to be Colorado Buff WINDOW CLADDING, EXT. STEEL & METAL ROOF Dark Bronze windows and patio doors. Steel railings to be painted similar to window color. SOFFIT 1x6 T&G rough sawn Cedar soffit. Semi transparent stain 50% formula of the Porter Stains 709 Black Walnut Color: FVG C23 Owlik AIL PERFORATED METAL SCREEN AT MAIN LEVEL PATIO GUARDRAIL, TO BE PAINTED TO MATCH STEEL -stee1-rs-16870812? rbl=1658664831 &cid =18 19 R. R«Ly Mountain l" ■ https:I/6erglundarc,.. Mc N I C H O LS® Product Search jr PRODUCTS RESOURCES SERVICES LOCATIONS CAREERS SUPPORT Livea Chat Iter-. 4b877J86.9976 irI I ■ ■ ■ ■ WIFff] McNICHOLS° PERFORATED METAL I N E E M E N E I Designer Perforated, Square, LATTICE 1253, Carbon Steel, HRPD, 12 Gauge ;,1046" Thick), 1/2" I N E M E N N E I Square on 11/16" Straight Centers, 53% Open Area I N E E M E N E I MCNICHOLS� Perforated Metal, Designer Perforated, Square, LATTICE 1253, Carbon Steel, Hot Rolled Pickled and Oiled (HRPD), Mill Finish, I ■ ■ E NEE ■ I 12 Gauge (.1046" Thick), 112" Square on 11/16" Straight Centers, 3/16" Bar Width, 2.12 Hales Per Square Inch (HPSI}, Minimum Solid 00011111 Margins Both Sides of Sheet Parallel to Length of Sheet, Hales Sheared Through Both Ends of Sheet Parallel to Width of Sheet, 53% Open IM..NE.EI Area I ■ ■ ■ M ■ ■ ■sI ITEM 16670012M7 - 48"X 24" - In -Stock- a BUY THIS SIZE ONLINE PRODUCT SIZE(S) QTY SUBTOTAL Q 48" x 24" Q Login or Register for Pricing l CUT ITEM TO SIZE To u e ADD TO PROJECT LIST, please LOG IN as a R—tered user. SPECIFICATIONS OVERVIEW ORDERING CHARTS TABLES Item Number Product Line Designer Type Hole Type Series Name Series Number Primary Material Allay, Grade or Type Material Finish Gauge/Thickness Hole Pattern Hole Size Hole Centers 16870012M7 Perforated Metal Designer Perforated Square LATTICE 1253 Carbon Steel (CS) Hat Rolled Pickled and oiled (HRPO) MITI Finish 12 Gauge (.1046" Thick) 112" Square an 11/16" Centers 112„ 11116" Bar Width Hole Arrangement Holes Per Square Inch (HPSI) Straight Rows Parallel to Margins Parallel to Width Margins Parallel to Length End Pattern Percent Open Area Weight Product Form Drawings Sizes (Width x Length) OVERVIEW 3/16" Straight Centers 2.12 Width and Length of Sheet Sheared Through Both Ends Minimum Solid Both Sides Sheared Through Both Ends 531V 2.06 LbS./Square Foot Sheet CAD Drawing - PDF CAD Drawing - DWG 48" x 24": 48" x 120" McNICHOLS carries the largest inventory of Perforated Metal products in North America with a vast selection of sizes, gauges and hole types available. In bath high-end and industrial settings, Perforated Metal brings strength and style to enclosures, partitions, sign panels, guards, screens and other structures. This dynamic product line offers ventilation, versatility and a high strength -to -weight ratio. Perforated Metal is also an excellent product for filtration (sound, liquid, light, etc.) applications. McNICHOLS stacks Perforated Metal in a variety of matenals including Aluminum, Carbon Steel, Galvanized Steel, Stainless Steel and even Plastic! Technology By Design PROJECT: Lot 44 TYPE: A (970) 963-1200 MANUFACTURER: Nora Lighting & Page: 3 of 3 Satco www.technologiesbydesign.com Catalog#: NSLIC-401 AT/ 10 w/ NL-414HZ & S9382 Status Active Watts 6.5 Project Name LED Incandescent Equivalent 50 Volts 120V Location Prepared By Shape MR16 Base Bi -Pin ANSI Base GU10 Finish Array White CCT (Kelvin) 2700 Temperature Warm White CRI 80 V e SATCO S9382 6.5MR 16/LED/40'/27K/120V/GU 10 Copyright 2020 Satco Products, Inc. All Rights Reserved Lumens 500 Beam Spread 40 Dimmable Yes - Dimmable Hours Rated 25000 Lamp Type MR Technology LED Candlepower 700 Spot Type FL - Flood Power Factor 0.92 Operating Temperature MOL MOD -25C (-13F) to a maximum of +45C (+113 F) 2.19 2 Lensed Lensed Lamp Housing Color Additional Information Enclosure Rating White Enclosed Rated Lamp Rated For Enclosed Fixture Yes Warranty Safety Listing 5 Year Limited - 10 hr per day cULus Location Rating Damp Energy Star No CEC Status Lawful for sale in California RoHS Compliant Yes SDS Sheet LED Lamp For More Information Visit: 0000 hitos://www.satco.com/ Technology By Design PROJECT: Lot 44 TYPE:133 (970) 963-1200 MANUFACTURER: Nora Lighting & Page: 1 of 3 Satco www.technologiesbydesign.com Catalog#: NSLIC-401 AT/ 10 w/ NL-414HZ & S9382 NSLIC-401AT/10 4" IC Air -Tight Double Wall Line Voltage New Construction Housing Source: 5OW MR16 GU10 max. No. Notes PRODUCT DESCRIPTIONI PRODUCT IMAGES 8 DIMENSIONS New construction double wall housing for use in insulated ceilings can be in direct contact with insulation. Air -tight construction provides energy savings by reducing the flow of air through the ceiling. The housing is labeled for use with Nora 4" MR16 trims. FEATURES IC Air Tight energy saving by reducing the flow of air through the ceiling Rated for direct contact with insulation cULus listed for damp location and through branch circuit wiring Quick connect provided 24-1/2" Bar hangers with captive nails and alignment foot CONSTRUCTION Housing: 0.040 steel frame with integral bar hanger brackets. Brackets can accommodate longer 2T accessory flat bar hangers. Shipping screw installed to provide extra security for transformer during shipment - remove before installation. Minimum Clearance: IC rated for direct contact with thermal insulation. Not to be used in direct contact with spray foam insulation. Air Flow Restriction: Housing has factory installed gaskets to restrict airflow, from mom into ceiling plenum to <2CFM (cubic feet per mi note) 1n accordance with ASTM -283 Air -Tight requirements. Bar Hangers: Two 13-3/4" to 24-1/7' adjustable bar hangers with captive nails are included on frame. Hanger bars have T- Bar slot and alignment feet. Bar hangers are parallel to junction box, but can be repositioned 90' perpendicular to junction box if desired. 'r Shaped bar hanger foot to align to bottom of construction joist. A T- Bar notch allows easy installation in a suspended ceiling. Junction Box: Prewired 15 cubic inch 0.060"thick galvanized steel, with six 1/2" knockouts, four Romex° pryouts, and snap on cover. All leads are #18AWG wire, the ground wire is connected to the bottom, and quick connectors are supplied on all leads. Through branch circuit wiring, (4 -in, 4 -out). Ouiek Connect Feature: Housing contains three UL approved quick connections that allow insertion of 1/4" stripped solid or tinned standard conductors to be inserted into the connector. Connectors are pre -attached to fixture power, common, and ground circuits. Thermal Protector: Standard ULthermal protector rated for 90°C is affixed to side wall surface of housing. ELECTRICAL Input Voltage: 120V Socket: GU10 Lamp: MR16 (not included) Wattage: 5DW max. LABELS AND LISTINGS cULus Listed for Damp Location w/ Feed Through (Wet Location when used with designated trims) Meets or exceeds ASTM -283 Air -Tight Requirements Washington State Approved toe: �Tl� 4" IC Air -Tight Double Wall Line Voltage New Construction Housing NSLIC-WAT/xl: 4" IC Air -Tight Double Wall Line Voltage New Construction Housing Example: NSLIC- OIATAO=4'IC Air -Tight Double Wall Line Voltage New Construction Housing N O R A 6505 Gayhart Street, Commerce, CA 90040 TE L 323.767.2600 I www.noralighting—ro I e-mail: nor,@nor,lighting.— L I G H T I N G 0 2020 Nora Lighting, Inc. All 6ghts reserved. Sp reifications subject to change without notice. 1 8 1 " O � Ceiling Cut-out 1 3" Q 1 ° 12-3/8" Technology By Design PROJECT: Lot 44 TYPE: B3 (970) 963-1200 MANUFACTURER: Nora Lighting & Page: 2 of 3 Satco www.technologiesbydesign.com Catalog#: NSLIC-401 AT/ 10 w/ NL -422W & S9382 NL -422 4" Abalite Lens with Reflector and Trim No. Notes FEATURESI PRODUCT IMAGES AND DIMENSIONS Trim: Precision spun 0.050 aluminum high grade reflector that includes a frosted dome lens. Gimbal ring allows lamp to be mounted on top of the tr m and adjustable up to 35°. Mounting: Trim includes three trim clips that securely mounts inside the housing. COMPATIBLE LAMP / HOUSINGS Low Voltage: 20W MR16 max. INL-4610AT/20; NLIC-4010SAT/20; NFl? -4040AT/20; NLR-405AT/20; NLIC-402SAT/20; NL -402S/20; NFl? -403S/20) 37W MR16 max. (NL-4610AT/37; NLIC-4010SAT/37; NLR-4040AT/37; NLR-405AT/37; NLIC-4020SAT/37; NL -402S/37; NLR-403S/37) 50W MR16 max. INFIC -401AT/IEL; NLIC-401AT/2EL NFIC -4010SAT; NL-401AT/IEL; NL-401AT/2EL; NL-4010AT; NLR-404AT/lEL NLR-404AT/2EL; NLR-4040AT; NLR-405AT; NLIC-402AT/lEL NLIC-4020SAT; NL-4025/IEL; NL 402S; NLR-4035/IEL; NLR-4035) Line Voltage: 20W MR16 max. (NSEIC-407AT/20; NSERIC-407AT/20) 25W MRI6 max. INFBIC-401AT/25A) BOW MR16 GU10 max. (NSL-401AT/10; NSFIC -401AT/10; NSFl? -404AT/10) LISTING cULus Listed for Wet Locations when used with compatible housing c Lease ase SIMILAR NOTE RE FINISHES AND NOTES ON FIXTURE SCHEDULE 4" Abalite Lens with Reflector and Trim Catalog No. NL -4228 =4" AI halite Lens with Specular Black Reflector and Black Trim a he Lenswit ronze Reflectoran ronze trim I Selected Trim NL -422C =4" AI halite Lens with Specular Clear Reflector ectora nd C hrom e Tri m I'llNO Example: NL -422W=4" Alhalhe Lens with Specular White Reflector and White Trim NORATEOL523.737.2B00It wwnoralighting.comerce, CA m I—il:nma@noralighting.om L I G H T I N G ©2020 Nora Lighting, Inc. All rights reserved. Specifications subject to change without nit: Low Voltage NLIC-4m0SAT/20 = ICAT New Construction / 120V Magnetic/ 20W NLIC-4010SAT/37 = ICAT New Construction / 120V Magnetic /37W NLIC-4010SAT = ICAT New Construction / 120V Magnetic / 5OW NLIC-401AT/IEL = ICAT New Construction / 120V Electronic / 50W NLIC-401AT/2EL = ICAT New Construction / 120V Electronic / 50W NL-4010AT/20 = Non -IC AT New Construction / 120V Magnetic /20W NL-4010AT/37 = Non -IC AT New Construction 1120V Magnetic /37W NL-4010AT Non -IC AT New Construction 1120V Magnetic/5OW NL-4DIAT/IEL = Non -IC AT New Construction / 120V Electronic / 50W NL-401AT/2EL = Non -IC AT New Construction / 277V Electronic / 50W NLIC-40 20SAT/20 = ICAT Shallow New Construction/ 120V Magnetic /20W NLIC-4020SAT/37= ICAT Shallow New Construction/ 120V Magnetic / 37W NLIC-4020SAT= ICAT Shallow New Construction /120V Magnetic 1534 NLIC-402AT/IEL = ICAT Shallow New Construction /120V Electronic/ 501E NL -402S/20= Non -IC Shallow New Construction/ 120V Magnetic 1204 NL -402S/37= Non -IC Shallow New Construction / 120V Magnetic /37W NL -402S = Non -IC Shallow New Construction /120V Magnetic / 50W NL-4025/IEL= Non -IC Shallow New Construction/ 120V Electronic/ 50W NLR-4035/20= Non -IC Shallow Remodel / 120V Magnetic /20W NLR-4035/37= Non -IC Shallow Remodel / 120V Magnetic /37W NLR-4035 = Non -IC Shallow Remodel / 120V Magnetic / 50W NLR-4035/IEL= Non -IC Shallow Remodel/ 120V Electronic/ 50W NLR-4040AT/20 = Non -IC AT Remodel 1120V Magnetic /20W NLR-4040AT/37 = Non -IC AT Remodel / 120V Magnetic /37W NLR-4040AT-Non -ICAT Remodel/ 120V Magnetic / 50W 111.11-404AIRMEL = Non -IC AT Remodel /120V Electronic/ 5OW NLR-404AT/2EL = Non -IC AT Remodel/ 277V Electronic/ 5OW NLR-405AT/20 = Non -IC AT Remodel/ No Transformer /20W NLR-405AT/37 = Non -IC AT Remodel/ No Transformer /37W NLR-405AT = Non -IC AT Remodel/ No Transformer/ 50W Line Voltage NSEIC-407AT/20 = ICAT LED New Construction /20W NSERIC-407AT/20 = ICAT LED Remodel / 2OW NFBIC-401AT/25A = Fire Rated IC Air -Tight New Construction /25W NSLIC-401AT/10 = ICAT New Construction / 50W NSL-401AT/10 = Non -IC Air Tight New Construction / 50W NSLR-404AT/10 = Non -IC Air Tight Remodel / 50W 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° o0 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 LA- - Hexcell Louv er ac< LA -2 - 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. cE 1 I us 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" [s7]� 3 1/2" [89] 1 13/16" [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. Schoup-Claybourne 10/20/2020 Tree Preservation Plan Vail, Colorado October 20, 2020 Prepared by: Rick Herwehe Ceres Plus www.cereslandcare.com.com Introduction History 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 # Specie Diameter Treesie 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 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 9 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 9 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-blb urnc 10/20/2020 Te Preservation Plan 12 ` � `� � • ^ � '.$■2� .■. lia . - - �� Shu-blb urnc 10/20/2020 Te Preservation Plan 12 Map of Removal Trees Schoup-Claybourne 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: 11/4/2020 ITEM/TOPIC: DRB20-0488 - Loper Residence ATTACHMENTS: File Name Description DRB20-0488 (Judge).Pdf Plan Set h� � q h pNOh II II � Z li l 41 oQg� hg�2 h a z�s-..aoEae a qa� S�4g3a`e..o& oat,° o' a f_BEyt�oo5 04gi H€oeEL Q <J•( n .0 yz Z '4 W 3 NO& GO04t 82 � I t Q� Q � •a W � + \ __ 1N3iy3Sy,3 � _ .osz 1 � 1` o€@aa •�! 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'y4 r• y r. r �� _�. � g� • � w.9;�;� of !f• Y4t !y _ S. i I,r WOO"( NP,.� ,a ' i a yz,, i ,� fid., :� p j r N ar •,�: . '� @Y Y rI 1� 3 + .S K f' "' n'•u1 v4 ••�+^ ' �i . - 'f--' :ht i�.l' - _ .. -.... - _ "'7�p�;-p 3";a% �-- - '�"' �i "' �..y '"�,rir-m -�. S„ 'rTCrr � - „� s -t,�•. -_, - . r -04 . it ..L ;���►a�',~�' � 4 - � � ✓ ..tea 9-.-� - � `�� +� .; rx � m"�w� `�� �` `�� � �. � � F •-. � d . •. a ,., '�-may "„F^ . , ste .� � � - '.lir' _ •-'!"i `_g m 21, li vt� City of Vail, Colorado Logo VAIL TOWN PLANNING AND ENVIRONMENTAL AGENDA MEMO MEETING DATE: 11/4/2020 ITEM/TOPIC: DRB20-0518 - Lion's View Development ATTACHMENTS: File Name Description Boot Lab Demo.pdf Plan Set J J F- CO ? z zO co a co Z ow Z M U U a?Q 0(ryZ ?> W J p W J na Qp O >>0r 0 > J W ^ Q 11, v dO 1-00 i7W e6e1-+egwnN 10OWd R /99L800 11VA o 810 0tl3HSNM 3 e OW3a eve 1008 J J F- CO ? z zO co a co Z ow Z M U U a?Q 0(ryZ ?> W J p W J na Qp O >>0r 0 > J W ^ Q 11, v dO 1-00 i7W Ad #: 0000632395-01 PUBLIC NOTICE Customer: TOWN OF VAIL/PLAN DEPT/COMM DEVLM NOTICE IS HEREBY GIVEN that the Design Your account number is: 1023233 public Board of the Town of Vail will holtl a pudic hearing on November 4, 2020 et 3:OD p.m. In the Town of Vai'M Municipal Building, ]5 South p—age Road West, Vail, Colorado. PROOF OF PUBLICATION Regietermatl ante ronnla wehlnar: VAIL DAILY imps://usD2web.zoom.uslwebinar/regisRr/W N_ICiu BJOVRWO-FWYE]_c]MO Atterregistering, you will re confirmation mail containing Informal- shout joining the STATE OF COLORADO webinarThe . COUNTY COUNTY OF EAGLE a s or, elvailable fartl t bl,, ,n pen laen tlu hn props - pec g — office hours in the project plannefs office, located at the Town of Vail Community Development De- I, Mark Wurzer, do solemnly swear that I am Publisher of parlment, 75 South Frontage Roatl Wesl. The pub arse in"i+ed,eahead pmlect d.6lon and the VAIL DAI LY, that the same daily newspaper printed, in which precede the publtcoheadng in the Town of Vail Mumcipal Building Please all (970) 479-2136 for information. The Design ReNew whole or in part and published in the County of Eagle, z4lnouaSaledeN Me snit hearing: State of Colorado, and has a general circulation therein; State oBoaralarebsBe pnor pu g: www."ail9—c— that said newspaper has been published continuously and TOW COMMUNITY (DEVELOPMENT uninterruptedly in said County of Eagle for a period of Publi hedin the Vail Daily October 30, 2020. more than fifty-two consecutive weeks next prior to the Please call 976479-2138 for addlaonal Informa- tion. Sign languageinterpretation available upon re- first publication of the annexed legal notice or quest with 24hour—kauon, dial ]11. advertisement and that said newspaper has published the Published in me vall Daily on October 30, 2020. 0000632395 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 10/30/2020 and that the last publication of said notice was dated 10/30/2020 in the issue of said newspaper. In witness whereof, I have here unto set my hand this day, 11/3/2020. /Ik..L&-d, Mark Wurzer. Publisher Subscribed and sworn to before me, a notary public in and for the County of Eagle, State of Colorado this day 11/3/2020. Jeri Medina, Notary Public My Commission Expires: August 19, 2024 .IEN NFDINA NOTARYID RUBl1G A OF COLORADO Mqusf t&AL