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HomeMy WebLinkAboutDRB130048 APPROVED PLANSNOTE: M PRIOR TO I NSTALL I N6 METAL EDGE AND RIP RAP IN THIS AREA, THE EXISTING GRADING IS TO BE ADJUSTED TO PROVIDE POSITIVE DRAINA6E AWAY FROM THE BUILDIN6. GABLE TV PEDESTAL PHONE PEDESTAL NEW 2-6" WIDE METAL EDGED RIP RAP ON WEED STOP \ FABRIC, STONE BAND \ s � / LIMIT OF D I STURBANGE h PARGEL 5 _ _ - -�40 PARCEL 4 -B ¢�jr I FIELD VERIFY RE61RAD I N6 -\ ,� \ \� 6 X69.6 AGRES FT. I 1 GARAGE AROUND NEW GONGRETE PAD 5030 -8 I I SL 8531.8' FOR A MINIMUM OF 12" OF LEVEL ��2/ AREA ON ALL SIDES OF THE PAD AND 4" MAX. LOWER THAN / I I NEW RECESSED F LIGHT NEW RECESSED CAN LIGHT I I FIXTURES IN ROOF ABOVE THE SURFACE OF IT. FIXTURE IN ROOF OVERHANG/ I GARAGE DOORS AND ABOVE AT MINER UNIT I I ENTRY ROOF (TYPICAL OF (4) AT MINER UNIT) T05 _ _ _ I I EXI5TIN6 WALL MOUNTED 8530 2' - - �� I L16HT FIXTURE AT MINER 30.3 _ _ UNIT TO BE REMOVED NEW GONGRETE _ _ _ - FOUND REBAR W/ / PAD 8531.0' NEW ENTRY ROOF WHITE PLASTIC, GAP TO BE ADDED TO L5# ILLEGIBLE l _ _ EXISTING S \ SEWER MANHOLE 0400 MEAS. RIM ELEV= 8527.x' I I UPPER LEVEL ENTRY / T05 ENTRY 8531.4 - L 30.4' I 0° i DECK 8541.9' / 8541.8' EXISTING DECK NEW WOOD DECK I EDGE OF ROOF AND STAIR TO / AND STAIR TO I I r - - -�� (TYPICAL) BE REMOVED REPLAGE u EXIST N6 I I Ir -- II BUILDING OUTLINE (TYPICAL) NEW DECK \ N I �- -jj NEW REGESSED CAN L16HT SUPPORT POST I _ + / -16.0 FIXTURE IN ROOF OVERHANG BELOW DECK + _ ABOVE AT MINER UNIT_ O \ I II � n r 2 STORY WOOD / STUCCO I \ EXISTIN6 WALL I - ii �, MINER L MOUNTED LIGHT I = ul I m RESIDENCE °o FIXTURE ON MINER I �❑ UNIT TO REMAIN T -- - �SENER NEW HOT TUB / EXISTING WALL MOUNTED LIGHT FIXTURE ON MINER UNIT TO BE REMOVED I \ HATGH I N6 DEFINES EXTENT \ OF DRIVEWAY EXPANSION ( +/- 262 SG2. FT.) 6 88, NEW GOPPER GUTTER AND DOWNSPOUT TO TERMINATE AT GRADE EXISTIN6 EASEMENT IN Oe�4 %r THIS AREA 15 TO BE MODIFIED (REFER TO / I TE NOTE NO. 4) EXISTING DRIVEWAY NEW EYEBROW .0 ROOF \A �/- 525\ \4 r \ EXISTIN6 TREE PARCEL 3 p TO REMAIN HATGH I N6 DEFINES EXTENT OF NEW PAVERS D WITH 8"X12" CONCRETE BORDER AT EXISTING \ AND EXPANDED DRIVEWAY APPROXIMATE LOCATION OF EXISTIN6 CONTROL JOINT IN THE \ ° EXISTING GONGRETE NEW STONE a 7 DRIVEWAY- VERIFY Y VENEERED \ .31. GONGRETE LANDIN6 D \ NEW GOPPER GUTTER AND DOWNSPOUT TO LIMIT OF o ° 4s33 TERMINATE AT 6RADE D I STURBANGE o \$O o� UTILITY EASEMEN- (RN 46182 EXISTING REGESSED GAN LIGHT FIXTURES IN °� \ D ROOF ABOVE GARAGE \ DOORS (TYPICAL OF D ° a (3) AT ADJAGENT UNIT) D !� EXISTING �t GONGRETE m WALKWAY TO O BE REMOVED O EXISTING METER GLOSET TO BE REGONSTRUGTED 589 ° 56 19 "E 5.50' 83 ON DECK GLEANOUTS LIMIT OF \ S DISTURBANGE BUILDIN6 OUTLINE /� \ V0 ADJAGENT UNIT I ;TnPY Wnnr) / STI k- ( n NEW METAL EDGED RIP c RAP ON WEED STOP EXISTIN6 WOOD '<'/ FABRIC, BELOW DECK DECK AND STAIR � p0 \ TO BE REMOVED NEW 2' -6" WIDE METAL �7� � � E06ED RIP RAP ON WEED \ STOP FABRIC, STONE BAND i L. IIS T IX7UR BUI -II AR I : ALLOWED: EQUALS (1) FIXTURE PER 1,000 5Q. FT. OF SITE AREA LOT A = 7,840.8 5a. FT. LOT B = 6,161.6 Sa. FT. TOTAL = 14,510.4 Sa. FT. TOTAL ALLOWABLE LIGHT FIXTURES = (14) ACTUAL: EXISTING: LOT A = (7) F I XTURES LOT B = (5) FIXTURES TOTAL = (10) FIXTURES EX 1 ST I NG AND PROPOSED FIXTURE SUMMARY: LOT A = (7) EXISTING FIXTURES TO REMAIN LOT B = (1) EXISTING WALL MOUNTED TO REMAIN (2) EXISTING WALL MOUNTED TO BE ELIMINATED (6) REGESSED CANS TO BE ADDED TOTAL = (7) FIXTURES TOTAL LIGHT FIXTURES FOR BOTH UNITS = (14) LIGHT FIXTURE NOTES: " I. ALL NEW FIXTURES TO BE INSTALLED ARE REGESSED GANS MOUNTED IN THE GE I L I N6 OF THE ENTRY ROOF AND ROOF OVERHAN65 AT THE MINER UNIT SIDE OF THE DUPLEX. 2. ALL NEW L16HT FIXTURES ARE TO HAVE HIGH EFFIGIENGY LAMPS (LIGHT BULBS) AS DEFINED IN SECTION 202 "GENERAL DEFINITIONS" "HIGH EFFIGIENGY LAMPS ", IN THE 200a EDITION OF THE INTERNATIONAL ENERGY GONSERVATION CODE. $oo EXISTING WALL MOUNTED L16HT FIXTURE (TYPICAL PHASE 2 �$ \ of (4) ON ADJAGENT UNIT) J NOTE: ELEVATION b541 A' AT THE UPPER LEVEL RELATES TO ELEVATION 100' -0" ON THE EXISTING AND PROPOSED FLOOR PLANS AND BUILDIN6 ELEVATION DRAWI N65. EXISTING AND PROPOSED 517r= PLAN 5GALE: 1" = 10' EXISTIN6 a a D GONGRETE D ° D DRIVEWAY TO ° D REMAIN D D � Z Ia D WOOD ENTRY 1 DECK -F�v /01- 10 - -1 Ao WOOD DECK J D 4 D a D D a D � D D D 4 D 4 D D a 4 D p 4 a� ���-- - - -��� PARGEL 4 -A 0.18 ACRES 7,840.8 50. FT. / \ / 5030 -A \ \ SEWER MANHOLE 0380 \ MEAS. RIM ELEV = 8530.8' INVERT ELEV = 8524.09' (BASIS OF ELEVATION) WATER GURB5TOP 4 a D a D 0 D D D a m � D a D / 4D 6 \ 4 D "*-�ED6E OF ASPHALT u -CABLE TV PEDESTAL Site coverage and landscape area are to be done the entirety of the lot. LIMITED COMMON PARGEL 6 AND UTILITY EASEMENT PROPERTY LINE x XXXX.X' EXISTING SPOT ELEVATIONS X.X' PROPOSED SPOT ELEVATIONS INV PROPOSED ROOF ADDITION S I iE: NOiES: I. THE SURVEY DATA,TOPOORAPHY AND EXISTING SITE IMPROVEMENTS INDIGATED ON THIS PLAN WAS TAKEN FROM A DRAWING TITLED: IMPROVEMENT LOCATION GERTIFIGATE AND SPOT ELEVATION EXHIBIT, PARGEL 4 -A � 4 -B A RESUBD I VI S I ON OF PARGEL 4, SUNDIAL PHASE I TOWN OF VAIL, EAGLE COUNTY, COLORADO PREPARED (STAMPED � SIGNED) BY EAGLE VALLEY SURVEYING, ING. 2• VERIFY LOGATION OF EXISTING UTILITIES PRIOR TO THE START OF EXGAVATION. 3. EXGEPT WHERE NOTED AT THE WEST SIDE OF THE EXISTIN6 BUILDIN6, ALL EXISTIN6 6RADE IS TO REMAIN AS IS. 4. AN EXISTIN6 BUT NOT SPEGIFIGALLY DEFINED EASEMENT IS LOCATED AT THE ENGROAGHMENT OF THE EXISTING ENTRY DECK AND STAIR AND IS DESGRIBED IN THE "RESTATED PARTY WALL AGREEMENT" REGORDED WITH EAGLE COUNTY IN BOOK NO. 572 PAGE 913 (DOCUMENT REFERENGE NO. 46(1030). IT SHOULD BE NOTED THAT THE EASEMENT AND "RESTATED PARTY WALL AGREEMENT" WILL HAVE TO BE REVISED DUE TO THE EXPANSION OF THE ENGROAGHMENT BY THE NEW ENTRY DECK AND STAIR AND THE REVISED AGREEMENT WILL HAVE TO BE REGORDE3D WITH THE COUNTY. 5. AFTER COMPLETION OF EXGAVATION AND PRIOR TO FORMING FOR NEW GONGRETE THE GONTRAGTOR WILL HAVE A SOILS ENGINEER OBSERVE THE EXCAVATIONS AND PRODUGE A REPORT INDIGATIN6 THE SOILS BEARING GAPAGITY AND ALL OTHER PERTINENT INFORMATION (REFER TO STRUGT.). L.AND5(f.,AFE: NOTES I. NO EXISTING TREES OR LANDSCAPE FEATURES ARE TO BE ELIMINATED AND NO NEW ONES ARE TO BE ADDED. 2. ALL AREAS DISTURBED BY GONSTRUGTION WILL BE REVE6ETATED WITH GRASS TO MATCH EXISTING. 3. AS REG2UIRED, MODIFY THE EXISTIN6 IRR16ATION SYSTEM FOR ALL BUILDIN6 AND SITE IMPROVEMENTS. IT IS OUR UNDERSTANDING THAT PORTIONS OF THE EXISTIN6 SYSTEM ON THE MINERS PROPERTY IS ATTAGHED TO AND CONTROLLED BY THE SYSTEM ON THE ADJAGENT PROPERTY (EAST SIDE OF DUPLEX). THE GONTRAGTOR NEEDS TO VERIFY WHIGH SYSTEM THE LINES IMPAGTED BY NEW GONSTRUGTION ARE ON AND WILL ISOLATE THEM TO ALLOW THE SYSTEM ON THE ADJAGENT PROPERTY TO FUNCTION DURING GONSTRUGTION. 51 T COVERA&E SUMMARY ALLOWABLE EQUALS 25% OF SITE AREA OF 0.16 ACRES = 6,161.6 50. FT. ALLOWABLE =.25 x 6,161.6 562. FT. = 1,742.5 5Q. FT. ACTUAL EXISTING = 1,276.6 5a. FT. ADDED SITE COVERAGE = 50.5 5a. FT. TOTAL SITE COVERAGE = 1,307.1 5a. FT. LANDSCAPED AREA SUMMAR 1 : REQUIRED: EQUALS 60% OF SITE AREA OF 0.16 ACRES = 6,161.6 5a. FT. REQUIRED = .60 x 6,1(o1.6 Sa. FT. = 4,181.8 5a. FT. ACTUAL EXISTING SOFT50APE = 4,170.1 5a. FT. EXISTING HARDSCAPE = 540.15a. FT. TOTAL EXISTING = 5,311.6 SQ. FT. PROPOSED 5OFT50APE = 4,485.1 5a. FT. PROPOSED HARD50APE = 563.7 5a. FT. TOTAL PROPOSED = 5,041.6 Sa. FT. (INCLUDES EXISTING) Approved by the Design Review Board �� �►� ,� � �� � � By Warren Campbell at 9:53 am, Apr 01, 2013 REVISED DES I (�PN REV I E SET 0 � m � Lu LU N m X X 1L CD O OL � N < Q T Lu 0� Lu O 1OL LL O Lu O Q < T 7 � / CD 15 < �J D-/ z 0 < �m< o} V CD 0 ly- OL Date: 05-21 -12 ReVISed: Oj 2/25/15 Sheet Number A=-- I ADJACENT UNIT OF DUPLEX L / \IJI II1V I / 1 \I I WALL TO REMAIN Y LI \II I J 17 11\ Y \IL/ I I I 7 1R1/ LVVI -1 I M_ /l I I V LL GENTERED ON ENTRY DOOR AND RAILING POST AT BOTTOM OF STAIR TO BE 3" AWAY FROM FAGS OF STUGGO ON METER CLOSET. NEW TREATED 6x8 COLUMN INSTALLED TIGHT TO SHEATHING (REFER TO STRUGT.) NEW TREATED 8x8 WOOD RAILING POST (REFER TO STRUGT. FOR ATTAGHMENT) (Tl'PIGAL OF (2) ) NEW TREATED 8x8 WOOD RAILING POST ATTAGHED TO CONCRETE SLAB WITH ALL - THREAD ROD EPDXIED INTO BOTH (REFER TO STRUGT.) (TYPICAL OF (2) ) REBUILT AND MODIFIED EXISTING ELEGTRIGAL METER CLOSET - VERIFY DIMENSIONS WITH LOCATIONS OF EXISTING METERS AND OTHER EQUIPMENT LANDING i mod h- aimEdMimEdimEdMMWEAWjh- i.r� =-§kOI ADJAGENT UNIT ENTRY DECK SCALE: 1/4" = 1' -0" 8x8 WOOD COLUMN (REFER TO STRUGT.) 2x6 REDWOOD DEGKIN6 BUILT -UP WOOD BEAM BEYOND (REFER TO STRUGT.) BAGKER ROD AND SEALANT TO MATCH COLOR OF GROUT 3" THICK SOLID STONE . GAP I/2.. THIN VENEER STONE THIN -SET OVER MESH PER STONE MANUFAGTURERS REGOMMENDATIONS SELF ADHESIVE WATERPROOF MEMBRANE FROM 12" DOWN FAGS OF CONCRETE PIER, OVER SHEATHING ON WALL AND BELOW STONE GAP AND EXTENDED UP 3" ONTO THE FAGS OF 8x8 COLUMN 1/2" TREATED PLYWOOD SHEATHING WITH OUTSIDE FAGS FLUSH WITH FAGS OF GONGRETE PIER 2x4 STUDS AT 16" o.c. ' WITH TREATED SILL PLATE I I "SIMPSON" POST BASE (REFER TO STRUGT.) 4 RIP RAP STONE ON WEED I STOP FABRIC BELOW ° a a EXISTING STAIR AND DECK (REFER ° ° a FINISH GRADE TO SITE PLAN) ° a CONCRETE PIER (REFER _ TO STRUGT.) A In STONE VENEERED PIER DETAIL SCALE: 1 1/2" = 1' -0" 6ENE AL CONSTRUCTION NOTES: I. THE GONTRAGTOR 15 TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY THE ARGHITEGT OF ANY 0I5GREPANGIE5. 2. DIMENSIONS TO EXISTING WALLS ARE TO THE A55UMED LOCATION OF THE FACE OF EXISTING FRAMING AND 15 BASED ON AN A55UMED 1 -1/2" THICKNESS FOR THE SIDING AND SHEATHING. NOTE: ELEVATION 100' -0" ON THE THESE BUILDING ELEVATION DRAWINGS RELATES TO ELEVATION 8541.x' ON THE SITE PLAN. Approved by the Design Review Board TOWN OF UA I L " By Warren Campbell at 9:53 am, Apr 01, 2013 RE\/ 15 E D DES I ON REV I Eli SET O I v m � w `p O Lo X LL O LO O v O Q� Q Q IT Z LU 0 oc)_/ LL O � z O t O LL] 0 Q < T �J Q t CD 1 I 1 tLj < O I t Lu �J z Date: 05-2q -12 Revised: ,& 2/25/15 Sheet Number A �-- & NOTE: DECK DIMENSIONS ARE TO THE FAGS OF FRAMING NOT THE FAGS OF THE 2x DECK FASGIA BOARD (TYPIGAL). r r- limn 2 A -11 I (6) PERSON HOT TUB (REFER TO NOTE NO. 4) I I � 3„ DIMENSION 15 FROM FAGS OF SIDING TO FAGS OF POST I LU v z LU LU I LU z LU � I � I I � I L J ADJACENT UNIT OF DUPLEX \ DN. T I I L- WEST UNIT (MINER RESIDENGE) NEW ORNAMENTAL METAL RA I L I N6 I Oq NEW 4x12 WOOD TREADS A POST NI TH METAL GAP NEW 3x WOOD BENGH WITH STEEL SUPPORTS BOLTED TO RA I L I N6 POSTS THIS STEEL SUPPORT AND THE ONE IN THE GORNER TO HAVE A STEEL PLATE FOR BENGH BOARD ATTAGHMENT AT BUTT JOINTS REBUILT AND EXPANDED DEGK WITH 2x6 REDWOOD DEGKING DEGK OL T.O. DEGKING EL. aa' -II 1/2" (REFER TO NOTE NO. 3) W ME i za T.O. SLAB EL.55' -6 1/2" c _ Q w� 2 L A -11 cis c LU Ll 3'- 101/2" 1 11/4" I I m m I LIVING DINING OL T.O. DEGKING EL. 100' -0" EXISTING PARTY WALL TO REMAIN EXISTING ROOF ABOVE (TYPIGAL) NEW ROOF ABOVE PORTION OF EXISTING ROOF TO BE REMOVED NEW ENTRY DEGK BELOW NEW COPPER SHEET METAL ROOFING ON ROOF OVER METER GL05ET i HIGH WINDOWS AT GUSTOM WOOD ENTRY DOOR UNIT { EO� EQ. T I I � 4 I Fil- --t F J GENTERL I NE OF RAILING POST AND E06E OF STAIR TREAD POST MOUNTED METAL HAND RAIL 3" I DIMENSION IS FROM FACE OF SIDING TO FAGS OF POST REFER TO STRUGT. FOR ATTAGHMENT OF THESE RAILING POSTS L 00 I� ■��li EXISTING BATH AND GL05ET TO REMAIN BEDROOM 11 L NEW EYEBROW ROOF GONSTRUGTI ON I NEW COPPER 6UTTER WITH DOWNSPOUT 2 EXISTING ROOF ABOVE (TYPIGAL) A -10 NEW GOPPER DOWNSPOUT - UPPER LEVEL FLOOR PLAN SGALE: 1/4" = 1' -0" PLAN NORTH NOTE: o tu U- II I 6:12 NEW SNOW MELT AT NEW GRIGKET ELEVATION 100' -0" ON THE THESE BUILDING ELEVATION DRAWINGS RELATES TO ELEVATION b541.ci' ON THE 51TE PLAN. PARTIAL PROPOSEfl ROOD PLAN SGALE: 1/4" = I' -0" PLAN NORTH &ENERAL CONSTRUCTION MOTES: I. THE GONTRAGTOR 15 TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY THE ARGHITEGT OF ANY DISGREPANGIES. 2. DIMENSIONS TO EXISTING WALLS ARE TO THE A55UMED LOCATION OF THE FACE OF EXISTING FRAMING AND 15 BASED ON AN A55UMED I -I /2" THIGKNE55 FOR THE SIDING AND SHEATHING. 3. VERIFY ELEVATION OF DEGKING AT THE NEW REAR DEGK TO MATGH THE ELEVATION OF THE EXISTING DEGK. 4. THE DISPLAYED HOT TUB 15 A "HOT5PRIN6 ", "VISTA ". IF A DIFFERENT TUB IS SELECTED, THE GONTRAGTOR SHOULD VERIFY THE FILLED WEIGHT TO BE SURE THAT IT DOES NOT EXGEED THE FILLED WEIGHT OF THE "VISTA" MODEL. THE TUB LOCATION SHOULD NOT BE GHAN6ED WITHOUT GONTAGTING THE STRUGTURAL ENGINEER AND ARGHITEGT. (REFER TO STRUGT.) K I . Approved by the Design Review Board TOWN OF CIA f L ' By Warren Campbell at 9:53 am, Apr 01, 2013 REVISED DES I ON REV I E� SET O I � m � LU `� O 0 t- m X < LL CD � O N � < Q O Z W 00 O tLI LL O I � z �/ O t O � 0 Q k) 5 < T 0 D— < O W CD 15 < 0 Cl 7- O tu < O } #� 1 tu l Z ��/ cz ID- Date: OS -2cf-12 Revised: Oj 2/25/13 Sheet Number A�l NEW COPPER FLASHING AND COPPER SHEET METAL ROOFING NEW COPPER GUTTER AND DOWNSPOUT TO MATCH TH05E ON THE ADJACENT UNIT EXI5TIN6 8x8 WOOD RAILING POST WITH METAL GAP AT ADJACENT UNIT UPPER LEVEL fiT.O. DEGKIN6 EL. 100' -0" EXISTING ORNAMENTAL METAL RAILING AT ADJACENT UNIT ENTRY LEVEL ,h T.O. DEGKIN6 EL. q5' -6 1/2" EXISTIN6 6x12 STAIR TREADS AT ADJAGENT UNIT LOWER LEVEL ,h T.O. DEGKIN6 EL. ql —I EXISTIN6 FINISH 6RADE EXI5TIN6 STONE VENEERED PIER AT ADJAGENT UNIT EXISTIN6 $ FINISH GRADE NEW ROOF CONSTRUCTION AND ROOFING TO MATCH EXISTING NEW 8x8 WOOD COLUMN — NEW 8x14 BEAM WITH 6x8 D I A60NAL BRACE TO MATCH ADJACENT UNIT C C PAINTED SOLID WOOD DOOR WITH 2X WOOD FRAME AND STAINLESS STEEL TURN BOLT LATCH (PAINT) COPPER FLA5HIN6 NEW STONE VENEERED CONCRETE STEP AND LANDING (REFER TO 5TRUGT.) EXISTIN6 ELEGTRIGAL METER GL05ET TO BE REGONSTRUGTED WITH STUGGO SIDING TO BE APPLIED NEW STONE VENEERED PIER WITH STONE GAP TO MATCH ADJAGENT UNIT ON CONCRETE PIER AND FOOTING PAD (REFER TO 5TRUGT.) EAST UNIT EXISTIN6 6x12 STAIR TREADS AT ADJAGENT UNIT - EXISTIN6 8x8 WOOD RAILIN6 P05T WITH METAL GAP AT ADJAGENT UNIT EXISTIN6 ORNAMENTAL METAL RAILIN6 AT ADJAGENT UNIT EXISTING STONE VENEERED PIER AT ADJAGENT UNIT ADDED ROOF I EXI5TIN6 ROOF u u UPPER LEVEL T.O. DEGKIN6 f EL. 100' -0" NEW 5TRUGT. 8x14 BEAM TO MATCH EXI5TIN6 AT ADJAGENT UNIT (REFER TO 5TRUGT.) I ENTRY LEVEL v T.O. DEGKIN6 m EL. q5-6 1/2" I� NEW 6x8 ARCHITECTURAL DIAGONAL BRACE TO MATCH EXISTIN6 AT ADJAGENT UNIT LOWER LEVEL O Q T.O. DEGKIN6 EXISTIN6 EL. ql' — I" cp m X FINISH GRADE C C PAINTED SOLID WOOD DOOR WITH 2X WOOD FRAME AND STAINLESS STEEL TURN BOLT LATCH (PAINT) COPPER FLA5HIN6 NEW STONE VENEERED CONCRETE STEP AND LANDING (REFER TO 5TRUGT.) EXISTIN6 ELEGTRIGAL METER GL05ET TO BE REGONSTRUGTED WITH STUGGO SIDING TO BE APPLIED NEW STONE VENEERED PIER WITH STONE GAP TO MATCH ADJAGENT UNIT ON CONCRETE PIER AND FOOTING PAD (REFER TO 5TRUGT.) EAST UNIT EXISTIN6 6x12 STAIR TREADS AT ADJAGENT UNIT - EXISTIN6 8x8 WOOD RAILIN6 P05T WITH METAL GAP AT ADJAGENT UNIT EXISTIN6 ORNAMENTAL METAL RAILIN6 AT ADJAGENT UNIT EXISTING STONE VENEERED PIER AT ADJAGENT UNIT ADDED ROOF I EXI5TIN6 ROOF u u 3 3/4" GLR. MAX. EXISTING ASPHALT SHINGLE ROOFING TO REMAIN EXISTING WOOD SIDING TO REMAIN EXISTING METAL GLAD WOOD WINDOWS TO REMAIN EXISTING Ix4 WOOD TRIM TO REMAIN m 3 3/4" GLR. MAX. C C C� 4 00 4 i ✓ C C 00 [ [ C� C I oo C:1 C� C:1 C E: :J C INEW EYEBROW ROOF GON5TRUGTION WITH ROOFING FASCIAS AND SOFFIT BOARDS TO MATCH EXISTIN6 AT ADJAGENT UNIT (REFER TO 5TRUGT.) NEW 8x8 WOOD RAILING NEW 8x14 BEAM TO MATCH Ll POST WITH METAL GAP EXISTIN6 AT ADJAGENT UNIT [ ] A -6 TO MATCH ADJAGENT UNIT (REFER TO 5TRUGT.) / NEW ORNAMENTAL METAL NEW 6x8 DIAGONAL BRACE TO j RAILING TO MATCH MATCH EXISTING AT ADJAGENT UNIT ADJAGENT UNIT (REFER TO 5TRUGT.) � fi�fi�Oi�OS�O WEST UNIT (MINER RE5IDENCE) NORTH ELEVATION SGALE: 1/4" = 1' -0" 1 NEW WALL GON5TRUGTION TO MATCH EXISTING AND +/— II �" BACK FROM FACE OF FASCIA AT EXTENDED ROOF BEYOND PORTION OF NEW ENTRY ROOF TO BE EXTENDED NEW 8x8 WOOD P05T DOWN TO EXISTING ROOF ON ADJAGENT UNIT 2 NEW 8x12 WOOD BEAM NEW SHEET COPPER A —ID FNEN 8x14 WOOD BEAM CRICKET (TYPI GAL) I 3 � \ I III II II II II II II II II II II II NEW GARAGE DOORS ON ADJAGENT UNIT — (BY OTHERS) EAST UNIT 1 ON 0 WEST UNIT (MINER RESIDENCE) EAST ELEVAT 1 Oil SGALE: 1/4" = 1' -0" UPPER LEVEL T.O. DEGKIN6 f EL. 100' -0" NEW 5TRUGT. 8x14 BEAM TO MATCH EXI5TIN6 AT ADJAGENT UNIT (REFER TO 5TRUGT.) I ENTRY LEVEL v T.O. DEGKIN6 m EL. q5-6 1/2" NEW 6x8 ARCHITECTURAL DIAGONAL BRACE TO MATCH EXISTIN6 AT ADJAGENT UNIT LOWER LEVEL O Q T.O. DEGKIN6 EXISTIN6 EL. ql' — I" cp m X FINISH GRADE %� LL J LL Li � L/=/= v CL Q O 3 3/4" GLR. MAX. EXISTING ASPHALT SHINGLE ROOFING TO REMAIN EXISTING WOOD SIDING TO REMAIN EXISTING METAL GLAD WOOD WINDOWS TO REMAIN EXISTING Ix4 WOOD TRIM TO REMAIN m 3 3/4" GLR. MAX. C C C� 4 00 4 i ✓ C C 00 [ [ C� C I oo C:1 C� C:1 C E: :J C INEW EYEBROW ROOF GON5TRUGTION WITH ROOFING FASCIAS AND SOFFIT BOARDS TO MATCH EXISTIN6 AT ADJAGENT UNIT (REFER TO 5TRUGT.) NEW 8x8 WOOD RAILING NEW 8x14 BEAM TO MATCH Ll POST WITH METAL GAP EXISTIN6 AT ADJAGENT UNIT [ ] A -6 TO MATCH ADJAGENT UNIT (REFER TO 5TRUGT.) / NEW ORNAMENTAL METAL NEW 6x8 DIAGONAL BRACE TO j RAILING TO MATCH MATCH EXISTING AT ADJAGENT UNIT ADJAGENT UNIT (REFER TO 5TRUGT.) � fi�fi�Oi�OS�O WEST UNIT (MINER RE5IDENCE) NORTH ELEVATION SGALE: 1/4" = 1' -0" 1 NEW WALL GON5TRUGTION TO MATCH EXISTING AND +/— II �" BACK FROM FACE OF FASCIA AT EXTENDED ROOF BEYOND PORTION OF NEW ENTRY ROOF TO BE EXTENDED NEW 8x8 WOOD P05T DOWN TO EXISTING ROOF ON ADJAGENT UNIT 2 NEW 8x12 WOOD BEAM NEW SHEET COPPER A —ID FNEN 8x14 WOOD BEAM CRICKET (TYPI GAL) I 3 � \ I III II II II II II II II II II II II NEW GARAGE DOORS ON ADJAGENT UNIT — (BY OTHERS) EAST UNIT 1 ON 0 WEST UNIT (MINER RESIDENCE) EAST ELEVAT 1 Oil SGALE: 1/4" = 1' -0" ■■■■1■■■ NOTE: ELEVATION 100' -0" ON THE THESE BUILDING ELEVATION DRANIN65 RELATES TO ELEVATION 8>541.q' ON THE 51TE PLAN. ARCH. BEAM AND DIA60NAL BRACE NEW COPPER FLASHING NEW EYEBROW ROOF GON5TRUGTION WITH ROOFIN6 FASG I A5 AND SOFFIT BOARDS TO MATCH EXISTIN6 AT ADJAGENT UNIT UPPER LEVEL T.O. DEGKIN6 f EL. 100' -0" NEW 5TRUGT. 8x14 BEAM TO MATCH EXI5TIN6 AT ADJAGENT UNIT (REFER TO 5TRUGT.) I ENTRY LEVEL v T.O. DEGKIN6 m EL. q5-6 1/2" ■■■■1■■■ NOTE: ELEVATION 100' -0" ON THE THESE BUILDING ELEVATION DRANIN65 RELATES TO ELEVATION 8>541.q' ON THE 51TE PLAN. ARCH. BEAM AND DIA60NAL BRACE NEW COPPER FLASHING NEW EYEBROW ROOF GON5TRUGTION WITH ROOFIN6 FASG I A5 AND SOFFIT BOARDS TO MATCH EXISTIN6 AT ADJAGENT UNIT NEW CUSTOM INSULATED GARAGE DOOR W 1 TH INSULATED GLASS PANELS AND APPLIED WOOD TRIMS TO REPLACE EXISTING DOOR — FINISH TO MATCH ADJAGENT UNIT EXI5TIN6 ENTRY DOOR NEW STONE VENEERED CONCRETE STEP AND LANDING (REFER TO 5TRUGT.) NEW CUSTOM WOOD ENTRY I DOOR UNIT WITH SIDELIGHTS AND WINDOWS ABOVE WITH WOOD ELEMENTS FINISHED TO MATCH THE ADJAGENT UNIT EXISTIN6 ENTRY DOOR NOTES: C NEW ORNAMENTAL METAL RAILING TO MATCH ADJACENT UNIT NEW 8x8 WOOD RAILIN6 POST WITH METAL GAP TO MATCH ADJACENT UNIT NEW 8x14 WOOD BEAM ------------ - - - - -- - (REFER TO 5TRUGT.) - EXI5TIN6 STUGGO TO REMAIN (TYPIGAL) NEW 8x8 WOOD P05T (REFER TO 5TRUGT.) 4x12 WOOD STAIR % TREADS NEW 8x14 WOOD STAIR 5TR1 NGERS NEW 8x8 TREATED WOOD RAILIN6 POST WITH METAL � GAP EXISTING 4 FINISH GRADE NEW CONCRETE PAD (REFER TO 5TRUGT) NEW 12 "(P CONCRETE PIER ON GONGRETE FOOTING PAD (REFER TO 5TRUGT.) I. ALL NEW BUILDING MATERIALS ARE MATCH AND AND BE FINISHED TO MATCH EXISTING. 2. ALL NEW DECK AND DECK RAILING MATERIALS ARE TO MATCH AND BE F I N I5HED TO MATCH TH05E USED ON THE EXISTING ENTRY DECK AT THE ADJAGENT UNIT. 5. ALL NEW DECK AND ROOF WOOD BEAMS AND TRIM BOARDS ARE TO BE ROUGH SWAN MATERIAL. 4. THE BOTTOM EDGE OF ALL EXI5TIN6 STUCCO IS TO BE REPAIRED AND ALL STUCCO 15 TO BE REFINISHED TO MATCH EXISTING. FIELD VERIFY THE EXTENT AND EXACT METHOD OF REPAIR TO BE DONE. 5. ALL EXI5TIN6 STUCCO 15 TO BE REFINISHED TO MATCH EXISTING. 6. ALL DAMAGED EXISTING WOOD 51DIN6 IS TO BE REPLACED (VERIFY EXTENT WITH THE OWNER) 7. ALL EXI5TIN6 WOOD ELEMENTS ARE TO BE REFINISHED TO MATCH EXISTIN6. 8. ALL NEW GUTTERS DOWNSPOUTS AND FLASHIN65 ARE TO BE COPPER TO MATCH EXISTIN6 ON ADJAGENT UNIT. q. RAILIN6 POSTS ATTACHED TO CONCRETE SLABS ARE TO BE TREATED WOOD. DES ON RED E SET Design Review Staff Approval �� ,� � � ���� � � By Warren Campbell at 9:53 am, Apr 01, 2013 UPPER LEVEL T.O. DEGKIN6 EL. 100' -0" NEW 5TRUGT. 8x14 BEAM TO MATCH EXI5TIN6 AT ADJAGENT UNIT (REFER TO 5TRUGT.) I ENTRY LEVEL v T.O. DEGKIN6 m EL. q5-6 1/2" NEW 6x8 ARCHITECTURAL DIAGONAL BRACE TO MATCH EXISTIN6 AT ADJAGENT UNIT LOWER LEVEL O Q T.O. DEGKIN6 EXISTIN6 EL. ql' — I" cp m X FINISH GRADE NEW CUSTOM INSULATED GARAGE DOOR W 1 TH INSULATED GLASS PANELS AND APPLIED WOOD TRIMS TO REPLACE EXISTING DOOR — FINISH TO MATCH ADJAGENT UNIT EXI5TIN6 ENTRY DOOR NEW STONE VENEERED CONCRETE STEP AND LANDING (REFER TO 5TRUGT.) NEW CUSTOM WOOD ENTRY I DOOR UNIT WITH SIDELIGHTS AND WINDOWS ABOVE WITH WOOD ELEMENTS FINISHED TO MATCH THE ADJAGENT UNIT EXISTIN6 ENTRY DOOR NOTES: C NEW ORNAMENTAL METAL RAILING TO MATCH ADJACENT UNIT NEW 8x8 WOOD RAILIN6 POST WITH METAL GAP TO MATCH ADJACENT UNIT NEW 8x14 WOOD BEAM ------------ - - - - -- - (REFER TO 5TRUGT.) - EXI5TIN6 STUGGO TO REMAIN (TYPIGAL) NEW 8x8 WOOD P05T (REFER TO 5TRUGT.) 4x12 WOOD STAIR % TREADS NEW 8x14 WOOD STAIR 5TR1 NGERS NEW 8x8 TREATED WOOD RAILIN6 POST WITH METAL � GAP EXISTING 4 FINISH GRADE NEW CONCRETE PAD (REFER TO 5TRUGT) NEW 12 "(P CONCRETE PIER ON GONGRETE FOOTING PAD (REFER TO 5TRUGT.) I. ALL NEW BUILDING MATERIALS ARE MATCH AND AND BE FINISHED TO MATCH EXISTING. 2. ALL NEW DECK AND DECK RAILING MATERIALS ARE TO MATCH AND BE F I N I5HED TO MATCH TH05E USED ON THE EXISTING ENTRY DECK AT THE ADJAGENT UNIT. 5. ALL NEW DECK AND ROOF WOOD BEAMS AND TRIM BOARDS ARE TO BE ROUGH SWAN MATERIAL. 4. THE BOTTOM EDGE OF ALL EXI5TIN6 STUCCO IS TO BE REPAIRED AND ALL STUCCO 15 TO BE REFINISHED TO MATCH EXISTING. FIELD VERIFY THE EXTENT AND EXACT METHOD OF REPAIR TO BE DONE. 5. ALL EXI5TIN6 STUCCO 15 TO BE REFINISHED TO MATCH EXISTING. 6. ALL DAMAGED EXISTING WOOD 51DIN6 IS TO BE REPLACED (VERIFY EXTENT WITH THE OWNER) 7. ALL EXI5TIN6 WOOD ELEMENTS ARE TO BE REFINISHED TO MATCH EXISTIN6. 8. ALL NEW GUTTERS DOWNSPOUTS AND FLASHIN65 ARE TO BE COPPER TO MATCH EXISTIN6 ON ADJAGENT UNIT. q. RAILIN6 POSTS ATTACHED TO CONCRETE SLABS ARE TO BE TREATED WOOD. DES ON RED E SET Design Review Staff Approval �� ,� � � ���� � � By Warren Campbell at 9:53 am, Apr 01, 2013 _O I v m � O Q IT W III cp m X < %� LL J Ci J � � v CL Q O L2 � N � Q W O t- 2 O O O � 7 O O U) lw 0 Q < M L� Q O CD O �l 01 �J) Lu — Q t� D/ 7- 0 m < < � O > I t z OL Date: 05-2q -12 Revised: A 2/25/15 Sheet Number FOUND REBAR W/ WHITE PLASTIC, GAP LS# ILLEGIBLE S SEWER MANHOLE 0400 MEAS. RIM ELEV = 8527.11' METAL EDGED RIP RAP ON WEED STOP FABRIC, BELOW DEGK GABLE TV PEDESTAL PHONE PEDESTAL N07 E: 2-6" WIDE METAL E06ED RIP RAP ON PRIOR TO I NSTALL I N6 METAL WEED STOP FABRIC EDGE AND RIP RAP IN THIS STONE BAND AREA, THE EXISTIN6 6RAD I N6 15 \ LIMIT OF TO BE ADJUSTED TO PROVIDE D s URBANGE POSITIVE DRA I NA6E AVgA r FROM THE BU I LD I N6. \ NEW GOPPER GUTTER / S/d AND DOWNSPOUT TO TERMINATE AT GRADE 2.15' �C,'��/ D IS EASEMENT IN THIS AREA 15 TO BE PARCEL 5 ��� - - - _ _ _ _ _ \ / MODIFIED (REFER TO SITE NOTE NO. 4) SAARBASE G ° D ° $oo,, �o PARCEL 4 -B I o PARCEL 3 2� 0.16 AGRES 6,gq.6 /NEW EYEBROW / I I ROOF �2 p 5030 -B NEW ENTRY ROOF `pp / \ I TO BE ADDED TO ° oryj� NEW STONE VENEERED \ / �� I EXISTIN6 �' ° ° 5�5 GONGRETE WALKWAY D° ° 463� 50. 8530 2' - - - - - I I I EXISTIN6 DEGK _ _ ° = ° AND LANDING \ \ 30.4' - - - - J AND STAIR TO NEW GONGRETE - - - - - - - BE REMOVED PAD NEW GOPPER GUTTER AND DOWNSPOUT TO V---LIMIT OF ° TERMINATE AT GRADE I D I STURBANGE \ o ENTRY \ /ENTRY I i DEGK 8541.q' \ 8537.4' L NEW WOOD DEGK I -_ i 8541.8' ' EDGE OF ROOF EXISTING D o p o UTILIT / AND STAIR TO I I �� �t I ° EASEMI i ii (TYPICAL) O CONCRETE (RN 461E REPLACE I I �� O WALKWAY TO \ EXISTING I ►j -_�i --- BUILDING OUTLINE ° U') (TYPICAL) �__�I BE REMOVED z EXISTING METER EXISTING ° 2 STORY WOOD / STUGGO - O CLOSET TO BE I ° 'CONCRETE \ ii Q o MINER REGONSTRUGTED D NEW DEGK \ r- MINER TO ° SUPPORT POST I 1 11 n RESIDENCE S8q°56'Iq "E 5.50' ° ° D o REMAIN BELOW DEGK 83 \/6 EXISTIN6 WOOD \� - NEW HOT TUB SEWER DEGK AND STAIR TO BE REMOVED ON DEGK GLEANOUTS LIMIT OF \ DISTURBANGE �--BUILDIN6 OUTLINE I - - ,� �vo 1 ADJAGENT UNIT wooD 1 4c� 2 STORY WOOD / STUGGO ENTRY DEGK \ 10 1 A 2-6" WIDE METAL EDGED A RIP RAP ON WEED STOP \ I /,U FABRIC, STONE BAND i A� Al �0 011 � WOOD DEGK J / ° D L /° D / / D ° D 4 \ � 4 D V D 4 ° Q p 4 PHASE 2 •�$, \� � a� / PARCEL 4 -A ��`o N" \ - - - - - -/ / 0.18 AGRES 7,840.8 50. FT. / \ / 5030 -A EXISTING AND PROPOSED SITE PLAN SCALE: I" = 10' 1 1 1 1 SEWER MANHOLE 0380 / MEAS. RIM ELEV= 8530.8' / \ INVERT ELEV= 8524.Oq' (BASIS OF ELEVATION) ---/ WATER GURBSTOP D ° 4 D 6,1161.6 5a. FT. ALLOWABLE =.25 x 6,11611.6 Sa. FT. = ° ACTUAL D EXISTING = 1,216.6 SQ. FT. ADDED SITE COVERAGE � D = 1,307.1 5a. FT. LAN 5CA AREA 5U1 olN 'AR I : c ° EQUALS 60% OF SITE AREA OF 0.16 AGRES = 6,11611.6 SQ. FT. REQUIRED = .60 x 6,11611.6 5a. FT. = D ° ACTUAL D EXISTING 5OFT50APE = 4C �ED6E OF ASPHALT M -CABLE TV PEDESTAL L I M 1 TED COMMON PARCEL 6 AND UTILITY EASEMENT PROPERTY LINE x XXXX.X' EXISTING SPOT ELEVATIONS X.X' PROPOSED SPOT ELEVATIONS PROPOSED ROOF ADDITION SITS NOTES: I. THE SURVEY DATA,TOPOORAPHl' AND EXISTING SITE IMPROVEMENTS INDIGATED ON THIS PLAN WAS TAKEN FROM A DRAWING TITLED: IMPROVEMENT LOCATION GERTIFIGATE AND SPOT ELEVATION EXHIBIT, PARGEL 4 -A ff 4 -B A RESUBD I V I S I ON OF PARGEL 4, SUNDIAL PHASE I TOWN OF VAIL, EAGLE COUNTY, COLORADO PREPARED (STAMPED ff SIGNED) BY EAGLE VALLEY SURVEYING, ING. 2• VERIFY LOGATION OF EXISTIN6 UTILITIES PRIOR TO THE START OF EXCAVATION. 3. EXCEPT WHERE NOTED AT THE WEST SIDE OF THE EXISTIN6 BUILDING, ALL EXITING GRADE IS TO REMAIN AS IS. 4. AN EXISTING BUT NOT SPEGIFIGALLY DEFINED EASEMENT IS LOCATED AT THE ENGROAGHMENT OF THE EXISTING ENTRY DEGK AND STAIR AND IS DESGRIBED IN THE "RESTATED PARTY WALL AGREEMENT" RECORDED WITH EAGLE COUNTY IN BOOK NO. 572 PAGE 1113 (DOCUMENT REFERENCE NO. 4611030). IT SHOULD BE NOTED THAT THE EASEMENT AND "RESTATED PARTY WALL AGREEMENT" WILL HAVE TO BE REVISED DUE TO THE EXPANSION OF THE ENGROAGHMENT BY THE NEW ENTRY DEGK AND STAIR AND THE REVISED AGREEMENT WILL HAVE TO BE REGORDE3D WITH THE COUNTY. LANI-;)5CAPE N07E5: I. NO EXISTIN6 TREES OR LANDSCAPE FEATURES ARE TO BE ELIMINATED AND NO NEW ONES ARE TO BE ADDED. 2. ALL AREAS DISTURBED BY GONSTRUGTION WILL BE REVE6ETATED WITH GRASS TO MATGH EXISTIN6. 3. AS REQUIRED, MODIFY THE EXISTIN6 IRRIGATION SYSTEM FOR ALL BUILDING AND SITE IMPROVEMENTS. SITE COVERAGE SUMMARY: ALLOWABLE EQUALS 25% OF SITE AREA OF 0.16 AGRES = 6,1161.6 5a. FT. ALLOWABLE =.25 x 6,11611.6 Sa. FT. = 1,742.5 5a. FT. ACTUAL EXISTING = 1,216.6 SQ. FT. ADDED SITE COVERAGE = 30.5 SQ. FT. TOTAL SITE COVERAGE = 1,307.1 5a. FT. LAN 5CA AREA 5U1 olN 'AR I : REQUIRED: EQUALS 60% OF SITE AREA OF 0.16 AGRES = 6,11611.6 SQ. FT. REQUIRED = .60 x 6,11611.6 5a. FT. = 4,151.5 SQ. FT. ACTUAL EXISTING 5OFT50APE = 4,1170.11 5a. FT. EXISTING HARDSCAPE = 540.7 5a. FT. TOTAL EXISTING = 5,311.6 Sa. FT. PROPOSED SOFTSGAPE = 4,747.11 5a. FT. PROPOSED HARDSCAPE = 563.7 SQ. FT. TOTAL PROPOSED = 5,311.6 5a. FT. (INCLUDES EXISTING) DESIGN REV I DW SET Design Review Staff Approval TOWN OF VA I L . By Warren Campbell at 9:53 am, Apr 01, 2013 O � m N LU m X X < 1-L O O O OL O \Q) � N LLJ T- D- �l O O � Z D// O O � O Q 5 T CD X O Q Z 0 I < �m< O } 1 U LL] z Date: 07 -25 -12 ReViSed: Sheet Number A=-- I 1111101111=111 Arm r=NTR`r ANA LO�Nr=`R Lr=\'r=L �=L00R PLAN ADJACENT UNIT ENTRY DEGK TOWN OF VAIt: LESION Design Review REVIEW SET Staff Approval By Warren Campbell at 9:53 am, Apr 01, 2013 O v m � w `p O Lo 6) Q LLJ m X X LL O LO O v Q \Q) Q O IT z LU o� LL o � z ' > T Q <° -o M CD -j <D� �Lu � , D—/ z tu < �m< O > ot Ln I tu LU 0 Date: 07 -23 -12 Revised: Sheet Number A �-- & w v z w Q Qn w >X w z z LU N WEST UNIT (MINER RESIDENGE) ORNAMENTAL METAL RA I L I NO 4x 12 WOOD TREADS 241-b" 8x8 WOOD RAILING POST WITH METAL GAP I I I 2-l" I I LIVING 11 -411 DINING NEW WINDOWS \ ABOVE ENTRY �. i DOOR \ II � II � I EXISTING PARTY WALL TO REMAIN I % DN. EXISTING ROOF ABOVE (TYPICAL) / NEW ROOF ABOVE \ PORTION OF EXISTING \ ROOF TO BE REMOVED NEW ENTRY DECK J BELOW I II I I J I ADJACENT UNIT OF DUPLEX I - - - - - - - - - - I F — J DN. 3' -2" A pp roved 1'-4" u UPPER LEVEL r-LOOR PLAN EXISTING BATH AND CLOSET TO REMAIN BEDROOM NEW EYEBROW ROOF GONSTRUGTI ON COPPER GUTTER WITH DOWNSPOUT EXISTING ROOF ABOVE ( TYPICAL) GOPPER DOWNSPOUT SGALE: 1/4" = I' -O" PLAN NORTH II I I 6:12 NEW SNOW MELT AT NEW GRIGKET PARTIAL jApproved ein en 100% en AO-% 10M On 160% lonk PM SGALE: 1/4" = 1' -0" DESIGN PLAN NORTF Design Review Staff Approval 01 ly Warren Campbell at 9:53 am, Apr 01, 2013 TOWN OF VAIL" 11/2" NEW 3x WOOD BENCH SUPPORTED OFF RAILING POSTS REBUILT AND EXPANDED DECK WITH 2x6 1- I v REDWOOD DEGKING � LU DECK O Lo (6) PERSON '- w m X HOT TUB r POST MOUNTED O v � METAL HAND RAIL I I I 2-l" I I LIVING 11 -411 DINING NEW WINDOWS \ ABOVE ENTRY �. i DOOR \ II � II � I EXISTING PARTY WALL TO REMAIN I % DN. EXISTING ROOF ABOVE (TYPICAL) / NEW ROOF ABOVE \ PORTION OF EXISTING \ ROOF TO BE REMOVED NEW ENTRY DECK J BELOW I II I I J I ADJACENT UNIT OF DUPLEX I - - - - - - - - - - I F — J DN. 3' -2" A pp roved 1'-4" u UPPER LEVEL r-LOOR PLAN EXISTING BATH AND CLOSET TO REMAIN BEDROOM NEW EYEBROW ROOF GONSTRUGTI ON COPPER GUTTER WITH DOWNSPOUT EXISTING ROOF ABOVE ( TYPICAL) GOPPER DOWNSPOUT SGALE: 1/4" = I' -O" PLAN NORTH II I I 6:12 NEW SNOW MELT AT NEW GRIGKET PARTIAL jApproved ein en 100% en AO-% 10M On 160% lonk PM SGALE: 1/4" = 1' -0" DESIGN PLAN NORTF Design Review Staff Approval 01 ly Warren Campbell at 9:53 am, Apr 01, 2013 TOWN OF VAIL" 11/2" O 1- I v m � LU `p O Lo w m X LL O O v � Q � iL/ Q O W Z 2 LL LU o� LL O ot � z/ O t T o - y O tLI CD —j O �J (� L� z m < tL1 < O I t L,U\ �J z Date: 07 -23 -12 Revised: Sheet Number A�l NEW STEEL SNOW GUARD (PAINT) NEW COPPER GUTTER AND DOWNSPOUT TO MATCH THOSE ON THE ADJACENT UNIT 8x8 WOOD RAILIN6 POST WITH METAL GAP AT ADJACENT UNIT UPPER LEVEL T.O. DEGKIN6 EL. 100' -0" ORNAMENTAL METAL RAILIN6 AT ADJACENT UNIT ENTRY LEVEL rh T.O. DEGKIN6 EL. q5' -6 1/2" &x12 STAIR TREADS AT ADJACENT UNIT LOWER LEVEL T.O. DECK IN6 EL. qI' EXISTIN6 � FINISH 6RADE STONE VENEERED PIER AT ADJAGENT UNIT C C E EAST UNIT NEW ROOF GONSTRUGTION AND ROOFIN6 TO MATCH EXISTING NEW 8x8 WOOD POST NEW 8x14 BEAM WITH6x8 DIAGONAL BRACE TO MATCH ADJACENT UNIT - i 11111111p, NEW STONE VENEERED CONCRETE STEP AND LANDING EXISTIN6 ELEGTRIGAL METER CLOSET TO BE REGONSTRUGTED WITH STUGGO SIDING TO BE USED NEW STONE VENEERED PIER WITH STONE GAP TO MATCH ADJAGENT UNIT WEST UNIT (MINER RESIDENGE) ADDED ROOF I EXI5TIN6 ROOF PORTION OF EXI5TIN6 ROOF TO BE REMOVED em v NEW 8x8 WOOD RAILING POST WITH METAL GAP TO MATCH ADJAGENT UNIT NEW ORNAMENTAL METAL RAILIN6 TO MATCH ADJAGENT UNIT NORTH ELEVATION SCALE: 1/4" = 1' -0" NEW EYEBROW ROOF CONSTRUCTION WITH ROOFING FASCIAS AND SOFFIT BOARDS TO MATCH EXISTIN6 AT ADJAGENT UNIT NEW 8x14 BEAM TO MATCH EXISTIN6 AT ADJAGENT UNIT NEW 6x8 DIAGONAL BRACE TO MATCH EXISTIN6 AT ADJAGENT UNIT i \MEMO i .JI .-,1 11-- YLIVLLI \LL I ILI\ AT ADJAGENT UNIT SCALE: 1/4" = 1' -0" PLAN. EXISTING ASPHALT SHINGLE ROOFING TO REMAIN EXISTING WOOD SIDIN6 TO REMAIN EXISTING METAL GLAD WOOD WINDOWS TO REMAIN EXISTIN6 Ix4 WOOD TRIM TO REMAIN NEW ORNAMENTAL METAL RAILING TO MATCH ADJACENT UNIT NEW 8x8 WOOD RAILIN6 POST WITH METAL GAP TO MATCH ADJACENT UNIT d --------- NEW 8x12 WOOD BEAM EXI5TIN6 STUGGO TO C� C - -- - - — REMAIN (TYPIGAL) C NEW 8x8 WOOD POST C�----- - - - - -- C� NEW 4x12 WOOD STAIR C TREADS C C NEW 8x14 WOOD STAIR C STRINGERS C C� C EXISTIN6 & FINISH GRADE Existing /approved elevations NOTES: NEW GONGRETE PAD NEW 16 "(P GONGRETE PIER I. ALL NEW BUILDIN6 MATERIALS ARE MATCH AND AND BE FINISHED TO MATCH EXI5TIN6. 2. ALL NEW DECK AND DECK RAILING MATERIALS ARE TO MATCH AND BE FINISHED TO MATCH TH05E USED ON THE EXISTING ENTRY DECK AT THE ADJAGENT UNIT. 5. METAL SNOW GUARDS ARE TO BE PAINTED TO MATCH PRIMARY COLOR OF ROOF SHINGLES. 4. THE BOTTOM EDGE OF ALL EXISTING STUCCO 15 TO BE REPAIRED AND ALL STUGGO 15 TO BE REFINISHED TO COPPER FLASHING MATCH EXISTING. FIELD VERIFY THE EXTENT AND EXACT METHOD OF REPAIR TO BE DONE. NEW EYEBROW ROOF 5. ALL EXISTING STUCCO 15 TO BE REFINISHED TO MATCH CONSTRUCTION WITH EXI5TIN6. ROOFING FASCIAS AND 6. ALL DAMAGED EXI5TIN6 WOOD SIDING IS TO BE SOFFIT BOARDS TO REPLACED (VERIFY EXTENT WITH THE OWNER) MATCH EXI5TIN6 AT ADJAGENT UNIT 7. ALL EXI5TIN6 WOOD ELEMENTS ARE TO BE REFINISHED UPPER LEVEL TO MATCH EXISTING. T.O. DEGKIN6 EL. 100' -0" 8. ALL NEW 6UTTER5 DOWNSPOUTS AND FLA5HIN65 ARE TO BE COPPER TO MATCH EXISTING ON ADJAGENT UNIT. NEW 8x14 BEAM TO MATCH EXISTING AT ADJAGH N FW LEVEL T.O. DEGKIN6 EL. q5' -(o 1/2" NEW 6x8 DIAGONAL BRACE TO MATCH EXISTING AT ADJAGENT UNIT LOWER LEVEL T.O. DEGKIN6 EL. ql' -111 GRADE NEW CUSTOM WOOD ENTRY DOOR WITH SIDELIGHTS AND WINDOWS ABOVE - DOOR AND SURROUNDIN6 TRIMS TO BE STAINED TO MATCH ADJAGENT UNIT ENTRY DOOR L;) E O N REVIDN SET Design Review Staff Approval # ` By Warren Campbell at 9:53 am, Apr 01, 2013 TOWN OF VAIL _C) v m � O Q "II W cp m X < X < LL .LL\j L/= V O D- �l Q i .JI .-,1 11-- YLIVLLI \LL I ILI\ AT ADJAGENT UNIT SCALE: 1/4" = 1' -0" PLAN. EXISTING ASPHALT SHINGLE ROOFING TO REMAIN EXISTING WOOD SIDIN6 TO REMAIN EXISTING METAL GLAD WOOD WINDOWS TO REMAIN EXISTIN6 Ix4 WOOD TRIM TO REMAIN NEW ORNAMENTAL METAL RAILING TO MATCH ADJACENT UNIT NEW 8x8 WOOD RAILIN6 POST WITH METAL GAP TO MATCH ADJACENT UNIT d --------- NEW 8x12 WOOD BEAM EXI5TIN6 STUGGO TO C� C - -- - - — REMAIN (TYPIGAL) C NEW 8x8 WOOD POST C�----- - - - - -- C� NEW 4x12 WOOD STAIR C TREADS C C NEW 8x14 WOOD STAIR C STRINGERS C C� C EXISTIN6 & FINISH GRADE Existing /approved elevations NOTES: NEW GONGRETE PAD NEW 16 "(P GONGRETE PIER I. ALL NEW BUILDIN6 MATERIALS ARE MATCH AND AND BE FINISHED TO MATCH EXI5TIN6. 2. ALL NEW DECK AND DECK RAILING MATERIALS ARE TO MATCH AND BE FINISHED TO MATCH TH05E USED ON THE EXISTING ENTRY DECK AT THE ADJAGENT UNIT. 5. METAL SNOW GUARDS ARE TO BE PAINTED TO MATCH PRIMARY COLOR OF ROOF SHINGLES. 4. THE BOTTOM EDGE OF ALL EXISTING STUCCO 15 TO BE REPAIRED AND ALL STUGGO 15 TO BE REFINISHED TO COPPER FLASHING MATCH EXISTING. FIELD VERIFY THE EXTENT AND EXACT METHOD OF REPAIR TO BE DONE. NEW EYEBROW ROOF 5. ALL EXISTING STUCCO 15 TO BE REFINISHED TO MATCH CONSTRUCTION WITH EXI5TIN6. ROOFING FASCIAS AND 6. ALL DAMAGED EXI5TIN6 WOOD SIDING IS TO BE SOFFIT BOARDS TO REPLACED (VERIFY EXTENT WITH THE OWNER) MATCH EXI5TIN6 AT ADJAGENT UNIT 7. ALL EXI5TIN6 WOOD ELEMENTS ARE TO BE REFINISHED UPPER LEVEL TO MATCH EXISTING. T.O. DEGKIN6 EL. 100' -0" 8. ALL NEW 6UTTER5 DOWNSPOUTS AND FLA5HIN65 ARE TO BE COPPER TO MATCH EXISTING ON ADJAGENT UNIT. NEW 8x14 BEAM TO MATCH EXISTING AT ADJAGH N FW LEVEL T.O. DEGKIN6 EL. q5' -(o 1/2" NEW 6x8 DIAGONAL BRACE TO MATCH EXISTING AT ADJAGENT UNIT LOWER LEVEL T.O. DEGKIN6 EL. ql' -111 GRADE NEW CUSTOM WOOD ENTRY DOOR WITH SIDELIGHTS AND WINDOWS ABOVE - DOOR AND SURROUNDIN6 TRIMS TO BE STAINED TO MATCH ADJAGENT UNIT ENTRY DOOR L;) E O N REVIDN SET Design Review Staff Approval # ` By Warren Campbell at 9:53 am, Apr 01, 2013 TOWN OF VAIL _C) v m � O Q IT W cp m X < X < LL V O D- �l Q L2 � N Q W Z 2 �J O OL LL 7 0 0 � O Q M L� Q a- � - O C < � 0 0 IQQ , t� l� Q 0 m < U < � 0> I Lo tu�l z OL Date: 01 -23 -12 Revised: Sheet Number A=--5