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Home My WebLink AboutDRB120151 Design Review Board ACTION FORM Department of Community Development R N W VjAal 75 South Frontage Fond, Vail, Colorado 8 1657 tel: 970.479.2139 fax: 970.479.2452 COMUM L ,T web: www.vailgov.com Project Name: BUILDING 17 DECK REPLACEMENT DRB Number: DRB120151 Project Description: COMMON ELEMENT: REPLACE/EXPAND DECKS ON WEST SIDE. Participants: OWNER TIMBERFALLS BLDG 17 HOA 05/10/2012 Phone: 970-331-1851 JAMES KELLEN 953 S YORK ST DENVER CO 80201 APPLICANT SLAUGH CONSTRUCTION 05/10/2012 Phone: 970-445-8999 PO BOX 2141 EAGLE CO 81631 License: C000003368 CONTRACTOR SLAUGH CONSTRUCTION 05/10/2012 Phone: 970-445-8999 PO BOX 2141 EAGLE CO 81631 License: C000003368 Project Address: 4560 TIMBER FALLS CT VAIL Location: TIMBER FALLS BUILDING 17 (AKA PHASE VIII Legal Description: Lot: Block: Subdivision: TIMBER FALLS CONDO Parcel Number: 2101-123-1000-1 Comments: BOARD/STAFF ACTION Motion By: KJESBO Action: APPROVED Second By: GILLETTE Vote: 4-0-0 Date of Approval: 06/06/2012 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 (PLAN): DRB approval shall not become valid for 20 days following the date of approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS. Cond: 202 (PLAN): Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0012618 The applicant shall either replace the existing wood railings on all sides of the building with the new cable style deck railings; or, the applicant shall install new wood railings on the rear of the building to match the existing wood railings on the front of the building. Planner: Bill Gibson DRB Fee Paid: $250.00 05/03/2012 09:26 TOWN OF VAIL' 9708455298 BC MARKETING MAY 09 1012 159K TOWN OF VAIL PAGE 01/01 Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970 -479 -2128 vwvw_vailgov.com Development Review Coordinator Application for Design Review Minor Exterior Alteration General Information; This application is required for all proposals involving minor changes to buildings and site improv ments, such as roofing, fing painting window additions, landscaping, fences, retaining walls, etc. Applicabie Vail Town Code sections can be found at AWAY ailaov corn under Vail Information — Town Code Online. All projects requiring de- sign review must receive approval prior to submitting a building permit application. An application for Design Review cannot be accepted until all required information is received by the Community Development Department, as outlined in the submittal requirements. The project may also need to be reviewed by the Town Council and /or the Planning and Environmental Commission. Design review approval expires one year from the date of approval, unless a building per- mit is issued and construction commences, Fee: $250 for Multi- Family /Commercial $20 for Single lwamily /Duplex _Single Family _ Duplex Muld -Family F Commercial Description of the Request, �.c ,� DVS 4 �, Physical Address: Parcel Number: I C i 1 I C (Contact Eagle C g Assessor at 970 -328 -8640 for parcel no.) Property Owner: Mailing Address: Phone: 9�� Owner's Signature: Primary Contact/ Owner Representative: i . dri m GIB Mailing Address: Phone: E -Mail: n Ghat c.,�, f=ax: J I For Office Use Only: Cash, M. Visa / MC Last 4 CC # Exp Fee Paid: a5a. oo Meeting pate: Planner Zon Date: Auth # Check # �34o3 Received From: t Ll,e, DR No.: I Project No ��• Land Use: Location of the Proposal: Lot: Block: Subdivision: T" 05/07/2012 17:21 9708455298 BC MARKETING PAGE 01/01 is TOWN OF MA JOINT PROPERTY OWNER WRITTEN APPROVAL LETTER • The applicant must submit written joint property owner approval for applications affecting shared ownership properties such as duplex, condominium, and mufti- tenant buildings. This form, or similar written correspondence, must be com- pleted by the adjoining duplex unit owner or the authorized agent of the home owner's association in the case of a con- dominium or multPenant building. All completed forms must be submitted with the applicants completed application. ___ I, (print name) tilir itlt a joint owner, or authority of the association, of property located at _ y i �.'( V,4,L� C. 8re!`� provide this letter as written approval of the plans dated which have been submitted to the Town of Vail Community Development Department for the proposed improvements to be completed at the address not- ed above. I understand that the proposed improvements include; l C & rrn `tom ,I V X (Signature) Additionally, please check the statement below which is most applicable to you: (Date) 1 understand that minor modifications may be made to the plans over the course of the review process to ensure compli- ance with the Town's applicable codes and regulations. (Initial here) 1 understand that all modifications, minor or otherwise, which are made to the plans over the course of the review pro- cess, be brought to my attention by the applicant for additional approval before undergoing further review by the Town. (Initial here) Dear Members of the Design Review Board, I'm writing on behalf of the Home Owners Association and all six owners at 4450 Timber Falls Court. We were very surprised and disappointed to hear that the initial response to our design for replacing and upgrading our rear decks would be difficult to approve. We would ask you to reconsider your assessment based on the following: Our HOA and home owners gave unanimous verbal and written consent to replace and improve our deteriorating decks with the cleanest, least imposing design possible. This includes a cable railing or grill system. The reasons include: a. Upgrading and improving what is now a 35+ year old design. b. Increased utility of space. C. Superior environmental factors — significantly less wood, paint and stain required. d. Enhanced fire resistance. e. Lower maintenance requirements. f. Significantly improved line of sight/views versus bulky wood railings. g. Integrated design for all six units. Contrast this with the building directly north of us that has 3 separate and distinct designs for six units. h. Maintaining existing color scheme while taking advantage of minimalist approach to materials and visual impact (internal and external). i. Strong likelihood of increased value for each of the six units. 2. The design is a natural and integrated evolution. We intentionally want to reduce the visual signature and blend in with the building and surroundings. 3. The decks are not visible from the frontage roads and back to open space. 4. The decks are only visible from one other building in Timber Falls. 5. Our building is on its own independent parcel of land and has a distinct and separate HOA from the rest of the units in Timber Falls. Under the circumstances why is it subject to uniformity regulations? 6. Timber Falls was built over a number of years and has a variety of architectural variations and differing designs. Consider the following: a. Distinct building types throughout the complex including one built in the last decade that is completely different from anything else. b. A unit (18) that, as mentioned above, has 3 separate and distinct rear balcony designs for six units. C. The second (of three) entry way uses two tone color bricks (red and black) for retaining walls, but railroad ties are used everywhere else. d. Different color buildings and the use of different paint/stain combinations. e. Newly installed fencing around pool is spaced metal. It replaced the original closed wood structure. f. Distinctly different garbage /recycling buildings. Ultimately, we struggle with the concept that homeowners throughout the Vail valley are allowed to upgrade in multiple ways, but we're required to maintain a less than ideal 35+ year old design with no variation or modification allowed. Our design is an update that respects existing aesthetics, provides an integrated look/feel and reduces the external visual impact while enhancing the internal. We specifically hired an architect to ensure our approach was balanced and deferential. Under the circumstances we respectfully request reconsideration and approval of the design. Thank you. Best regards, James Kellen HOA President Property Information 4 Property Address `F O &F— F L S Cdv Z_r Parcel # Allowed Existing Legal Description T I r W- F AL " C0P M i t t 0 M P4 AU- vUE Development Site Area sq ft 1 z i� tij acres ®•�� buildable sq ft Zone District / SDD # Hazard Zones Sections 12 -21 & 14 -7 Snow Avalanche EH igh Severity ode rate Severity N /A Debris Flow I - 250 Addition F Interior Conversion ❑ High Flow [Moderate Flow ( Avalanche N/A Rock fall Front ft We'N [ ] High Severity flyediurn Severity /A Excessive Slopes r7l 230% /A Floodplain I r100 year floodplain FFloodway Wetlands N/A Creeks, Streams Section 12 -14 -17 Gore Creek r on site F adjacent to site F N/A Other tributary: Lon site (— adjacent to site "/A Project Information l Project Description 0IAlkiF— -S` VIEQU-e5 061 DEM , G ALL ((�) DECkS / F_-AICOr -j i S W I TH NE- I L4-6� ores V_Ef kACI N (a. Development Standards Allowed Existing Proposed Gross R esidential Floor Ar (maximum) Chapter 12 -15 N /A F—XO fL / L® S o f4 L.J Primary sq ft Secondary sq ft EHU sq ft TOTAL sq ft I - 250 Addition F Interior Conversion Credits: Setbacks (minimum) Section 14 -10 -4 Front ft We'N +_ O Side ft Side ft 1 O 1 Rearft '2_0 G / 2-0 Watercourse ft Site Coverage (maximum) see definition Section 12 -2 -2 0 / 1 4 Building Height (maximum) see definition Section 12 -2 -2 Sloping ft L ' Flat ft /1� Landscaping See definition Section 14 -2 -1 Section 14 -10 -8 I (I A Softscape sq ft Hardscape sq ft 1 ` TOTAL sq ft '�- Driveway Sections 14 -3 -1 & 14 -3 -2 Max Curb -cuts Max Grade @ cen- t Min Width in W Heated drive? r Yes i No ( No Snow Storage % Parking Sections 12 -10 & 14 -5 t �� #Enclosed Spaces #Unenclosed TOTAL Outdoor Lighting (maximum) Section 14 -10 -7 0 # fixtures /�/ //1 UTILITY APPROVAL & VERIFICATION This form serves to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify service availability and location for new construction and should be used in conjunction with preparing your utility plan and schedul- ing installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval and verification. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COMMENTS FROM THE UTILITY COMPANIES. If you are unable to obtain comments within that timeframe please contact The Town of Vail. r- C U �– Subject Property Address: I45� ' r, 1 NBfr— fko of Block Subdivision: Primary Contact / Owner Representative: Phone: Plans Dated: Primary Contact/Owner Representative Signature t NOTES: 1. Utility locations must be obtained before digging. 2. A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Contact the Public Works Department for verification 970.479.2198. 3. It is the responsibility of the utility company and the applicant to resolve problems identified above. 4. The Primary Contact/Owner Representative is required to submit any revised drawings to the above agencies for re- approval & re- verification if the submitted plans are altered in any way after the authorized signature date. Authorized Signature Comments Date CENTURY TEL 970.468.6860(tel) 970.468.0672(fax) Contacts: Samuel Tooley sa muel.toolev @awest.com XCEL HIGH PRESSURE GAS 970.262.4076 (tel) 970.468.1401 (fax) Contact: Rich Sisneros richard.sisneros @xcelenergy.com HOLY CROSS ENERGY 970.947.5471 (tel) 970.945.4081 (fax) Contact: Jeff Vroom jvroom@ holycross, com XCEL Energy 970.262.4038 (fax) 970.262.4050 (tel) Contacts: Louise Timson louise.timson @xceleneray.com EAGLE RIVER WATER & SANITA- TION DISTRICT 970.477.5435 (tel) 970.477.5434 (fax) Contact: Tug Birk tbirk@erwsd.org COMCAST CABLE 970.930.4713 (tel) 970.468.2672 (fax) Contact: Michael Johnson Michael COOT (Only in CDOT Right -of -way) 970.683.6284 (tel) Contact: Dan Roussin Daniel. roussi n @dot.state.co. us NOTES: 1. Utility locations must be obtained before digging. 2. A Revocable Right -of -Way Permit may be required for any improvements within a street right -of -way. Contact the Public Works Department for verification 970.479.2198. 3. It is the responsibility of the utility company and the applicant to resolve problems identified above. 4. The Primary Contact/Owner Representative is required to submit any revised drawings to the above agencies for re- approval & re- verification if the submitted plans are altered in any way after the authorized signature date. PROPOSED MATERIALS A • • Building Materials Type of Material Color `�j� Roof Siding Other Wall Materials Fascia Soffits ,I / `�/ A /\"/A Windows Window Trim WA Doors Door Trim N� Hand or Deck Rails Flues Flashing /,"/A Chimneys \J�A Trash Enclosures tJ N/A Greenhouses Retaining Walls t\J/A Exterior Lighting "/A t Other I - gF--X COm2�2 I E Y`1O ( O-L) TD9--C� Notes: � C� A $ 9A L s4- � �- Please specify the manufacturer's name, the color name and number and attach a color chip • C PROPOSED LANDSCAPING (4 — M V �j 8011MIiifaal NMMe Common Name Q uantit y PROPOSED AND SHRUBS EXISTING TREES TO BE REMOVED Minimum Requirements for Landscaping GROUND COVER SOD SEED IRRIGATION TYPE OF EROSION CONTROL Deciduous Trees — 2" Caliper Coniferous Trees — 6' in height Shrubs — 5 Gal. Type Square Footage Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.) Size • CLEARVUE RAILING A - VISIUN UL HA - AFt ITE-U- SYSTEMS INS. 3 N I n I O q 3 1/2 12 RFAD SCRF3Y -� i I /10 x 3 SCREW 4 REW EK IE.W ACORN NUT NYLOCK 3/6• HEX NUT FLAT WASHER •1 /E' SS CJ�BIE 2 % 90. POST _ END CONORION DETAIL 70P PAL NFLL 200 TOP PAL SPLICE PLATE /10 x 3/4' SS SELF- ORILNO TEK SCREW lop RAIL NHL �r ss \ NOTE TOP PAL NFLL TO RUN CONTMJOUS THiU SPLICE SPLICE P D �Il, 200 TOP PAL (ODS -Ts AuaM TOP PAL NFLL (0063 -TS ALLOY) 10 x 4 SS TV( SCREW STD. POST (6006 -T6 Al" �E CONN. b 1 0 M n J� I 1( I PLATE ILL CABLE RAILING SYSTEM PAGE 1 OF 3 200 TOP RAIL ` SELF S RILLIN�C TT•X SCRlW TOP NFlLL L 2 % SQ POST SO RAIL CONN. 200 TOP RAL n T FINISHED n FLOOR TYPICAL SECTION THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF HANSEN ARCHITECTURAL SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF HANSEN ARCHITECTURAL SYSTEMS, INC. IS PROHIBITED. 200 QC PLATE — 200 TOP RAL CLEARVUE RAILING A rJI VIE;IUN CJF HANSF_N . \Fi i..H ITE CTU RAL 9YH TEMB IN L'. PAGE 2 OF 3 10 X 3 4' SS �tO X 1 1/Z 94 SE1F 2 S0. POST � - � 71EX SCREIN DRILLING PH SCREIR �\ COLOR RCB \� WIVICHED V1ML CAP (E003 -TO &L01� VNYL GIP OPTIONAL Ox / 34 SS ��'��\ 3/r HEX NUT &_O \ TEX SCREW \ CAP WASHM OPTIONAL BUTTON CAP WASTER 6' x 6 x 3 / BM e- SE PLATE, WELD 5' x 6' TO X 3/B' STANCHION TUBE BASE PLANE NEOPRENE CASKET NEOPRENE S/g' IiAS10 T 3/B' NO( NUi CONf:RE MAN" 14 X /4 W 14 X 1 3 /SET ALLOY S CREN STEEL) ' 318'X3 34' .� W.— BASE PLATE MTG DETAIL ANCHOR G - E MCHION DETAI /— 2 1f' $0. POST TRY -U!E POST 31E' ANCHOR ANCHOR (� - FASCIA "L � FABCA BRACKET amkc T BUTTON CAP BUTTON GIP NEOPRENE MASER Ik10PRQE WASHER OASSETS QASIO:TS B07 3/E VEX BOT �� 3/E' ME% GIP MJT � 1111 / /2�X 3/4' �DR /12 X S /4- COLOR FIAT W7OHID SS FLAT WTCFED HEAD SCREW V4M CAP HEAD SCREW %VM CAP FASCIA M UNTING DETAIL ki TaN O 2 1/Y ON DOE DISUNDE FASCIA MOUNT O FASCIA MOUNTING DETAIL rLSURFACE MOUNT TED X2 CABLE RAILING SYSTEM - CONCRETE MOUNT THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF HANSEN ARCHITECTURAL SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF HANSEN ARCHITECTURAL SYSTEMS, INC. IS PROHIBITED. CLEARVUE RAILING ti UIVISIL]N C]F HnNSE =N f�f2 L;HIi EL: - f Uf14L SYSTEMS INL�. 2 W 90. POST COLOR MATCHED WNYL CAP, OPTIONAL 3/a' x 3 s /4 S S h 4 U0 BOLT CAP WASHER. OPTIONAL a' X a' x 3/a' BASE PATE (aOO5 -T9 ALLOY) 1— hEOPRDIE GASKET 1 3/4' FLAT HEAD SCREW (GRADE 8 HARDENED ALLOY STEM) POSE CONNECTION DETAIL � m 2 %' 90. POST l0E10Y or FASCA BRACKET SUTM CAP WASHER COLOR WTCHED VINYL CAP PAGE 3 OF 3 110 x 1 1/2' 95 MY 2 %' SQ. POST DRLLM PH SCREW y COLOR �aAL STEEL STANCHION � - ; � lN0 BOLT 4• WASHER, OPI101ML a'xs'xs /a' BASE PATE MEiLD TO STANCHION TUBE NEOPRENE GAST 1 3/4' FAT HEAD SCREW (GRADE a HADDED ALLOY STEEL) �STANC DE7aL TRSF POST I FASCIA BRACKET BUTTON CAP WASHER BOTTOM CAP 3 �U0 w �AS CIA ►�ouNTINC DETAL m ooc E ZX FASCIA BOARD FINISHED FLOOR �IC' 4' SPHERE SHALL NOT PASS STANDARD FASCIA BRACKET s x4'93 LAG SCREW 4 • EACH BRACKET LOCATxNL FASCIA MOUNT m L. +� 2x FASCIA — BOARD 3/0 X 4' EA CH LAG SCREW 4 0 EACH POST LOCATION. z x e SURFACE MOUNT m m am CABLE RAILING SYSTEM - WOOD MOUNT THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF HANSEN ARCHITECTURAL SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF HANSEN ARCHITECTURAL SYSTEMS, INC. IS PROHIBITED. LAO SOLI. F IA MOUN TING DETAIL .om .oc t :x SLAUGH CONSTRUCTION LLC P.O. BOX 2141 EAGLE, COLORADO 81631 PAY TO THE ORDER OF AmericanNationaIBank www.anbbank.com TeleBanc 1- 800 - 997 -2265 FOR DATE (� 82- 123 -1070 $ o`' DOLLA B 5sr F•, ,.. v� 11 1 : 1070012321: 70 9 6 6 78 911' 3631