Loading...
HomeMy WebLinkAboutDRB130080 PLANS ApprovedD (� Department of Community Development 75 South Frontage Road TOWN OF VAIL Vail, CO 81657 MAR 2 5 2013 Tel: 970 -479 -2128 www.vailgov.com TOWN OF VAIL 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 improve- ments, such as roofing, painting, window additions, landscaping, fences, retaining walls, etc. Applicable Vail Town Code sections can be found at www.vailgov.com 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 Family /Duplex Single Family Duplex ✓ Multi - Family Commercial Description of the Request: Chamonix Chalets are removing the delapidated entry decks /stairs and replacing them with improved decks /stairs /railings. 7 out of 11 buildings. 14 decks /stairs total. All same design. Physical Address: 2450 Chamonix Lane - thru - 2497 Chamonix Lane Parcel Number: 2103- 141 -06- 001 - 2103 - 141 -07 -020 (Contact Eagle Co. Assessor at 970 - 328 -8640 for parcel no.) Property Owner: Chamonix Chalets HOA administered by McNeill Property Management Mailing Address: McNeill Property Management 2077 N. Frontage Road #300 Owner's Signature: Phone: 970- 479 -6047 Primary Contact/ Owner Representati �: John G. Maft, Architect - Martin Manley Architects Mailing Address: PO Box 4701, Eagle, CO 81631 E -Mail: john @martinmanleyarchitects.com Fax: For Office Use Only: Cash_ CC: Visa / MC Last 4 CC # Fee Paid: $250.00 Meeting Date: Planner: Zoning: Location of the Proposal Phone: 970- 328 -0592 0 Exp. Date: Auth # Check # 5648 Received From: CHAMONIX CHALETS CORPORATION DRB No.: Q p s \\ Project No: PP,SI 3— C)D r]q Land Use: Lot: MULTI Block: MULTI Subdivision: VAIL DAS SCHONE FILING 1 TOWN OF VA L 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 multi-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 multi-tenant building. All completed forms must be submitted with the applicants completed application. 1, (print name) a joint owner, Erau:thority of the assoc'a QtW1 of property located at Range of addresses: 2450 to 2497 Cham�nix Lane , provide this letter as written approval of the plans dated 3-25-13 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: Existing delapidated front decks/railings/stairs to be replaced with improved clecks/railings/stairs. 7 out of 11 four-plex buildings are being updated. 14 new decks total (each serving two front doors). Additionally, please check the statement below which is most applicable to you: I understand that minor modifications may be made to the plans over the course of the revi - ew process to ensure compli- ance wip the Town's applicable codes and regulations. (Initial here) I understand that all modifications, minor or otherwise, which are made to the plans over the course of the review pro- 'Se� Lb , i � �rught to my attention by the applicant for additional approval before undergoing further review by the Town. (Initial here) Property Information Property Address Range of 44 addresses: 2450 to 2497 Chamonix Lane Parcel # Range of 44 parcels: 2103 - 141 -06 -001 to 2103 - 141 -07 -020 Legal Description Chamonix Chalets Subdivision Development Site Area sq ft NA acres buildable sq ft Secondary sq ft Zone District / SDD # PS Hazard Zones Sections 12 -21 & 14 -7 Snow Avalanche High Severity Moderate Severity r N/A Debris Flow High Flow Moderate Flow High Avalanche j7 N/A Rock fall High Severity Medium Severity N/A Excessive Slopes ?30% N/A Floodplain ( 100 year floodplain Floodway Wetlands N/A Creeks, Streams Section 12 -14 -17 Gore Creek F on site i adjacent to site N/A Other tributary: on site adjacent to site V N/A Project Information Project Description Replace entry decks with new decks /railings /stairs - 7 out of 11 buildings. Development Standards Allowed Existing Proposed Gross Residential Floor Area (maximum) Chapter 12 -15 Primary sq ft No Change Secondary sq ft EHU sq ft TOTAL sq ft 250 Addition Interior Conversion Credits: Setbacks (minimum) Section 14 -10 -4 Front ft NA Side ft Side ft Rear ft Watercourse ft Site Coverage (maximum) see definition Section 12 -2 -2 NA Building Height (maximum) see definition Section 12 -2 -2 Sloping ft Flat ft NA Landscaping See definition Section 14 -2 -1 Section 14 -10 -8 Softscape sq ft none added or removed Hardscape sq ft TOTAL sq ft NA Driveway Sections 14 -3 -1 & 14 -3 -2 Max Curb -cuts NA Max Grade @ cen- terline Min Width Heated drive? Yes No Yes No Snow Storage % Parking Sections 12 -10 & 14 -5 #Enclosed Spaces #Unenclosed TOTAL NA Outdoor Lighting (maximum) Section 14 -10 -7 # fixtures NA Q M ti O M O N N M Chamonix Chalets -Deck Improvements C; P3 I - I EXISTING DECKS, STAIRS AND RAILING TO BE REMOVED. r -- P �o .t F1 1 ff7�� NEW DECKS, STAIRS, AND RAILINGS. SOLID STAIN COLOR: MATCH SIKKENS #005 "NATURAL OAK" W J �E M o U W p U 0 a? F � U ■ U' O ai L W 'm >, ■ W I Cu ■ U N LO C —a o x� M 0 U) oa u) w �D (n 0 Z C) U (3) 0 C/) U) O -4-+ w w - U) Q> J Cu _ F— X = :2 UzX m O -E U) 2 ° � U D U 0 E M U N N N M r N N W W O i N N N W Q � O U C a) 4- U W Q M N L0 N Cl) CHAMONIX CHALETS -DECK IMPROVEMENTS DECK J -1 T.O.STAIRS = 7935.64' B.O.STAIRS = 7926.59' STAIR HEIGHT = 9.05' FRONT AGF READ DECK 1 -1 T.O.STAIRS = 7938.71' M n QTAIDQ - 700Q A7' CHAMONIX DRIVE, VAI L, COLORADO w DESIGN REVIEW BOARD APPROVAL TOWN OF VAlL Date: April 17, 2013 Community Development Planner: wcampbell Department !% h ^ r%-% r% -% ;., r' h ^ I.-%-� t+ These plans approved by the DRB on April 17, 2013 t� Copyright 2711 Esri. All rights reserved- Wed hhv 14 2012 02 33 35 PM. DECK E -1 T.O.STAIRS = 7979.79' DECK F -1 DECK F -2 B.O.STAIRS = 7971.06' STAIR HEIGHT = 8.73' T.O.STAIRS = 7948.89' T.O.STAIRS = 7948.84' B.O.STAIRS = 7940.02' FB.O.STAIRS = 7939.69' STAIR HEIGHT = 8.87' I STAIR HEIGHT = 9.15' VLVr\ 1 1- 1 VL.Vr\ 11-G V- I VLVr\ V -G T.O.STAIRS = 7945.31' T.O.STAIRS = 7945.55' T.O.STAIRS = 7956.70' T.O.STAIRS = 7957.18' B.O.STAIRS = 7935.56' B.O.STAIRS = 7937.24' B.O.STAIRS = 7947.80' B.O.STAIRS = 7950.50' STAIR HEIGHT = 9.75' STAIR HEIGHT = 8.31' STAIR HEIGHT = 8.9' STAIR HEIGHT = 6.68' Drawing List Sheet Number Sheet Name AO COVER SHEET Al SITE PLAN A2.1 FIRST AND SECOND LEVEL PLANS A3.1 ELEVATIONS A4.1 SECTIONS F LL U U O I L S1 STRUCTURAL ENGINEERING PROJECT / CODE / ZONING SUMMARY 4 -PLEX STYLE CONDOMINIUMS Owner: Chamonix Chalets HOA c/o McNeill Property Management 2077 N. Frontage Road #300, Vail, CO 81658 Location: 2450 to 2497 Chamonix Lane, Vail, CO 81658 Chamonix Chalets Subdivision Bldgs A -J Parcel # 2103 - 141 -06 -001 to 2103 - 141 -07 -020 Class of Work: Deck Improvements Type of Construction: Type V -N Type of Occupancy: R1 (multi family) Levels: 2 -story ZONING SUMMARY: THE FRONT DECKS AND STAIRS WILL BE REMOVED AND REPLACED WITH DECKS AND STAIRS WHICH ARE STRUCTURALLY SOUND AND MEET IRC2013 CODE REQUIREMENTS. THE RAILINGS WILL WILL BE UPDATED TO MEET IRC2013 CODE REQUIRMENTS. / / / / DECK E -2 / T.O.STAIRS = 7979.80' / I B.O.STAIRS = 7970.51' / STAIR HEIGHT = 9.29' I I � I awe I VLVr\ V- I VLVr\ V -G T.O.STAIRS = 7967.67' T.O.STAIRS = 7967.85' B.O.STAIRS = 7958.47' B.O.STAIRS = 7958.47' STAIR HEIGHT = 9.2' STAIR HEIGHT = 9.38' �I 1 SITE PLAN 1 " = 30' -0" oG) � %,10 / / // Ln S� o � CD 7 1 B �monix Lane W J �E z 00 0 w U OC) � F LL U U O I L ■ T- w m I U? ca ■ U N 0 a' M 'E Q X M m a Q w 0 U) O or- U) w 12� a N c 0 Z U C!1 U) O �- -1-� F--- W LLJ -- (n J U .i � X Uzx m O .X Z) O co U U ID 0 E U M_ M N N N N N Z J a W M v L- C) D_ 40'- 3" 19'- 2 1/2" 19' -21/2" I I I 1 2 I I I 4I I I I, I I _ I I L-1 111 11 --.L III n III W--r - - - - -- T•. o ° ^1'EXISTING CONCRETE STOOK .- _'•EXISTING CONCRETE STOOPi - _ _ • s _ _ ; +� - - a. n -m_" -- - 'mot 4-1 '• .: •1-.'T: �� . - d- LO 'o CD co — — EXISTING POST TO BE REMOVED a- - - - -- t II - -- N � I I r N II I,,I I I II I II II N III lil it II I I LL GRAVEL AREA p II li N. o — — — — - -- �, ' NEW 8X8 POST J� — — — — — — + II FOUNDATION RE: STRUCT. DWGS — — — — — p �I p - -- - - -- ------ I� 4' - 3 1/2" 9'- 8 1/2" 12'- 4 1/2" 12' 4 1 /2" 14' 0" p — 3' - 9 1/2",, . �, �] L, II — II T -- I EDGE OF ASPHALT STAIR TYPE 2 STAIR TYPE 1 TYPICAL STAIR TYPICAL STAIR 9' -0" HEIGHT 9' -0" HEIGHT 16 RISERS @ 6 3/4" HEIGHT 16 RISERS @ 6 3/4" HEIGHT 15 TREADS @ 11" WIDE 15 TREADS @ 11" WIDE TREADS TO MEET IRC -2013 REQ'S TREADS TO MEET IRC -2013 REQ'S FOR NON -SLIP AND NOSING FOR NON -SLIP AND NOSING N UP UP FIRST LEVEL 0", 1/4" = 1' -0" N C, Q ti 0 M 0 N N M 40'- 3" 40'- 3" Z 1/4" = 1' -0" Approved by the Design Review Board T nVAIL By Warren Campbell at 6:07 pm, Apr 22, 2013 W J �E cr) 0 (9 U W 0 00 U U O} F Iii U ■ C1 O a� L W 7— �>, c� ■ F 7- W I Lr? ti co ■ Z U 00 oo E Q.' M — Q o x m° E w R U) Z O o C/) W � a D 6 z U) U 4D 0 Cn () O -4—, w w — c/) Q ; J cu = I-- aj X � r_1 UzX m x 2 ° 0 E U M_ M N N N N J W N W J V W N CN � E � Z Z � c aUi Q � T OC 0. F Q M ti 0 M O N N M MMUMMINIM T t I ■MMI■■IN II is INN_ I � — �� ■irl ■i 1 rllr ■rl �I ®II ®I ®1011 +� ■ ©IL7IQII'Ill ®II® I ■ ®I�I0110101 ®I ■11010�I0101� I� �I 4 A4.1 I I I —. I I —I I I —I I I —I I I I I I, II I II I II III III III III III III III III -I� III II - III III II I III III II -1 1- _ — - I I li I- _ - _ _ _ _ _ _ _ _ _ MEW- - I - - - �Q I I -1 I I -1 I I - I- I I- I I- _ - _ I I I I 1 I I I I I I I I I I EIF—H 1 I I III n — —I I —I —� I'. I —� —� —� —I I I I —I — —I I —I I I —I _11 . -I I I —I —� � � � � —I I IL tA4 ELEVATION - SOUTH ENTRY A4.1 1 1/4" = 1' -0" —II — -— ——————- 1— II— II —I —— — III —II _ II A II II _ _ I11-111-11 I 1 _ _ N I _ _ _ _ _ 11— — — — — — — — — — I I II I ,I I ,I I II I — — — —I I 1 -1 I I 111 III III III III III Ill III III III III III III lil III _III III III III III III ELEVATION -WEST 2 1/4" = 1' -0" IIRD LEVEL � 17' -0" 1 LEVEL 8' -61 LEVEL AIL o„ THIRD LEVEL 17' -0" SECOND LEVEL 8' -6" FIRST LEVEL 0 III III= -I III II- ��1���1���1��1���[■ Eau ■ ■ ■1 ■ ■ ■1 ■r ■1■ ii �� ii��l� T HIRD LEV ...�.. .CC7:ii-� ■�-■�- C. Ii C. C .� ■iC: � ■ �■■ iiC:i ��� ■�' 1 � ®. ®.i�.iR�. .■ i��C���� ..1� ®�.91�ifi�ia�..a11i..�ei E0 SEC NDLEVEL 4 - g' -6_� 1 1 1- - I =1 11= EO — = - 1 -r 14 - i+F�.l + -- = -- �-u-� �- — u FIRST L EVE L 0�� III III — — — = I = I — — I =1 I =1 11= I D= _ = I =1 11= 11= III I' ii ill III III III III III III IIQ III III III III III III III III III III III III III III= ELEVATION - EAST 3 1 /4" = 1' -0" 01 . Approved by the Design Review Board TOWN OF ►Ali "` By Warren Campbell at 6:07 pm, Apr 22, 2013 W J �E r) o (9 U W 0 00 U U O} ILL U F 20 0 - L ■ jW 7- 0) , 7- co c ■ F W I Lr? ti co ■ Z U 00 oo E Q.' M — Q o x co 0 E w 0 U) z _O o (A W �o a 0 z U) U (D 0 C/) U) o -4_+ F___ w � w - cry Q ; J cu = aj I-- UzX r_1 � m o .X /\ O o E M U M_ M N N N N N z o a M -0 E � W J W c 0 U 0- Q ti 0 M (D N N M 3X12 SOLID WOOD TREAD NO -SLIP SURFACE AND NOSE EDGING TO BE SELECTED BY THE GENERAL CONTRACTOR AND APPROVED BY THE ARCHITECT. - NOTE: STAIR HEIGHTS WILL VARY SLIGHTLY WITH EACH INDIVIDUAL CONDITION. 16R @63/4 0 rn 0 0 0 ' co CV N N 2" 101 2" Callout of ELEVATION - SOUTH (ENTRY) 4 1 1/2" = 1' -0" COMPOSITE OR TREATED WOOD DECKING TO BE SELECTED BY THE GENERAL CONTRACTOR AND APPROVED BY THE ARCHITECT. 0 0 _ 0 0 0 � 0 � LO M L0 N M THIRD LEVEL 17' -0" SECOND LEVEL 8' -6" 1 7 co co FIRST LEVEL I I I I CONCRETE PIER FOUNDATION RE: STRUCTURAL DRAWINGS. II III III III SECTION - STAIR 2 3/8" = V -0" 1X12 8X10 E 2X10 JC ELECTION -DECK 3/4" = V -0" 3 3D View 2 Approved by the k ' Design Review Board TOWN OF UA I L By Warren Campbell at 6:07 pm, Apr 22, 2013 W J �E r) o (9 U W 0 00 U U O} F i Ii U 20 0 - L ■ jW 7— 0) , co ■ F 7- W c I Lr? ti co ■ Z U 00 oo E Q.' M — Q o x co 0 E 0 U) Z _O o C/) W � K D 0 Z U) U (D 0 C/) U) o -4_+ w w - cf) Q ; J cu = aj I-- X 0 � UzX m o -X /\ O 0 E M U M_ M N N N N N Z O L .Q E V W N C U LOT 1 BLOCK C LOT 4 LOT 3 LOT 5 LOT 12 LOT 13 LOT 11 BUILDING D I LOT 14 LOT 10 - - - - - -- 20' DRAINAGE /-EASEMENT 0 LOT 15 0 ul LOT 9 I7970.51' 0 7979.80' x I \ X I \\ \ 0 LOT 16 \� \ Q 11-0 0 LOT 8 LOT 7 7' UTILITY EASEMENT / / / LOT 6 I 7958.47' 7979.79' \ TIE WALL INDICATES UPPER 7971.06' / LEVEL WOOD DECK / LOT 17 INDICATES PARCEL BOUNDARY 11811m :3 / / LOT 19 / Bv�Lp \NG F / 7948.89' 7940.02' INDICATES EDGE OF ASPHALT PARKING LOT 20 / --------- - - - - -- / / / LOT 21 / 7938.' / 7928.42' CONC. WALL` 7928.91 7935.98' DECID TREE / I /- / I WANG. LOT 2 c� WALK / J - LOT 22 o I I� / m /INDICATES OUTLINE I OF BUILDING I / 7935.64' / 7926.59' LOT 23 INDICATES WOOD STAIRCASE 7948.84' `-7939.69' 7935.56' O' O 1. O OQ' O? Q V� 7947.80' TIE WALL 7937.24' A/ A / / 7945 31' LOT 2 LOT 1 KARIN'S RIDGE LOT 6 LOT 5 0 Jv m TIE WALL X7967.85' "� LOT 4 / / U / U 2 / o 7967.67' / m 7958.47' / 7950.50' /` \ TIE WALL 7957.18' / / o LOT 3j O"1 7956.70' O� 7945.55' AT OZ AZ OJ ^O �O. FOUND CDOT ROW MONUMENT ELEVATION = 7915.73' \ (BASIS OF ELEVATIONS) 20' DRAINAGE EASEMENT LOCK B 0 40 80 Feet NOTES: 1) DATE OF FIELD LOCATIONS: 12/12/2012 2) BASIS OF ELEVATIONS: CDOT ROW MONUMENT FOUND AS INDICATED HEREON. TOP OF MONUMENT ELEVATION = 7915.73' (NAVD 88). 3) THE SOLE PURPOSE OF THIS EXHIBIT IS TO INDICATE THE LOCATION AND ELEVATION OF THE EXISTING UPPER LEVEL WOOD DECKS AND STAIRCASES FOR THE BUILDINGS INDICATED HEREON. 4) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 5) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLATS FOR THE SUBJECT PROPERTY. 6) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. SURVEYOR'S CERTIFICATE I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS EXHIBIT WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. ------------------------------------ SAMUEL H. ECKER COLORADO P.L.S. No. 30091 FOR AND ON BEHALF OF GORE RANGE SURVEYING LLC 0 Approved by the Design Review Board TOWN OF VA f L By Warren Campbell at 6:07 pm, Apr 22, 2013 ��p,00 L {CF r *rrrrrr \r ,r• 0 "7 %, is ;, 30091 X: a 3/25/2013•: S� •rr +frrrr *••, 4�L LA'NQS O O O • '-a Q��wO OO�O F- M � W � W ul Ln 0 0 � � O x J _1 Z o co �CU ]r� /� W J bn ors °o Q a� Q 0 0 C] � C7 � N O O O • '-a Q��wO OO�O F- M � W � W 0 � � O Z C� W Q 0 0 N m a