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HomeMy WebLinkAboutDRB130015 Plans ApprovedSITE INFORMATION: LOT 7: TOV ZONING: SITE COVERAGE CALCULATIONS: ALLOWABLE SITE GOVERA6E 20% OF LOT SIZE = EXISTING SITE GOVERA6E SEE SHEET AG 1.0 (EXISTING NON- GONFORMIN6 SITE) PROP05ED SITE COVERAGE SEE SHEET AG 1.0 (EXISTIN6 NON- GONFORMIN6 SITE) SNOW STORAGE .2g3 ACRES = 12,165.0b SF (EXISTING NON- GONFORMIN6 SITE) TWO FAMILY PRIMARY SECONDARY RESIDENTIAL 2,552.61 50 FT 3,191.04 50 FT 3, 111.18 5Q FT PAVED AREA 2,348.7q 50 FT (IN TOV RI6HT OF WAY 828.73 50 FT) (WITHIN LOT BOUNDARY 1,520.06 50 FT) x 30% = REQUIRED SNOW STORA6E 704.64 SO FT SNOW STORAGE AS SHOWN 188. 1 1 50 FT WITHIN LOT BOUNDARY LANDSCAPE CALCULATIONS EXI5TIN6 LAND50APED AREA LOT SIZE 12, 763.08 50 FT GRAVEL DRIVES - 1 , 166.65 50 FT SITE GOVERA&E - 5,1q].04 50 FT EXISTING LANDSCAPE AREA 8, 405 . 3q 50 FT = 66% OF LOT BASEMENT /6ARA6E FLOOR PLAN A 2.1 MAIN LEVEL PLAN PROP05ED LANDSCAPED AREA UPPER AND LOFT LEVEL PLANS A 2.3 ROOF PLAN LOT SIZE 12,763.08 50 FT PAVED DRIVES - 1,520.06 50 FT SITE GOVERAGE - 3, 1-71 . 1 8 SO FT PROPOSED LANDSGAPE AREA 8,071.84 50 FT = 63% OF LOT BASEMENT /6ARA6E FLOOR PLAN A 2.1 MAIN LEVEL PLAN GORE AREA UPPER AND LOFT LEVEL PLANS A 2.3 ROOF PLAN EAST ENTRY WALK 348.20 50 FT EAST DECK 436.04 50 FT WEST PATIO 453.43 50 FT WEST ENTRY DEGK 264.86 50 FT TOTAL GORE AREA = Iq% OF LAN05GAPE AREA 1,502.53 50 FT ROOF HE 16HT EXISTING ROOF HEIGHT = 22' -2" ALL NEW ROOF GON5TRUGTION MORE THAN 5' BELOW EXISTIN6 TOP OF ROOF. SEE SHEET AI.I PARKING REOU I RED PARKING SPAGES 5 SPAGES INDOOR (9 NEW GARAGE 2 SPAGES EXTERIOR o WEST 2 SPAGES EXTERIOR g EAST 1 SPAGES GRFA CALCULATIONS: PROJECT DESCRIPTION DEMOLISH AND REBUILD 776 SQUARE FEET (50%) OF THE EAST D 16 N T. RBI A BE HI H11`4 H 7INTERIOR ENTS AS T E EXISTING AND OV R A N W 6AR 6E. OTH EXTRIOR RENOVATIONS TO BOTH DWELLING UNIT CONTACT LIST OWNER PENNY WILLIAMS 302 MILL GREEK GIRGLE VAIL, GOLORADO ARCHITECT SNOWDON AND HOPKINS ARGHITEGTS, PG PO BOX 3340 VAIL, GO 81658 TEL: q70- 476 -2201 FAX: q70- 476 -74q I EMAIL: PAM HOPKINS, AIA - pam @5nowdonhopkin5.com STRUCTURAL ENCG 1 NEER KRM CONSULTANTS, ING. PO BOX 4572 VAIL, GO 81658 TEL: q70- q4g -CI FAX: q70 -c14q -1577 EMAIL: KIMBERLY MG6HEE, PE - krm0krmcon5ultant5.com GAD PRODUCTION (ARCHITECTURAL) SCALE PRODUGTION ARGHITEGTURE, P.G. P.O. BOX 5552 EAGLE, GO 81631 TEL: q70 -7380 -3420 EMAIL: JENNIFER BUGK - jdb (95calearch.com EXISTING TV PEDESTAL- NEW SOD AREA - REMOVE EXISTING GRAVEL, PREP SOIL FOR AND LAY NEW SOD EXISTING MARKED / BURIED GAS LINES SITE NOTES: 1. SEE SHEET A1.1 FOR ADDITIONAL INFORMATION, I NGLUD I N6 TOP AND BOTTOM OF BOULDER WALLS AND SAVE HEIGHT AT AREA OF ADDITION. 2. TOPOGRAPHIG $ SURVEY DATA TAKEN FROM DRAWING TITLED "IMPROVEMENT LOCATION GERTIFIGATE, TOPOGRAPHIG SURVEY, LOT 7, BLOCK I, VAIL VILLAGE FIRST FILIN6, TOWN OF VAIL, EAGLE COUNTY, COLORADO" PROVIDED BY: EAGLE VALLEY SURVEYING, ING. 411gq H16HWAY 6 X24 EAGLE VAIL, GO P.O. BOX 1230 EDWARD5, CO. 81632 970 -c14q -1406 SURVEY DATE: q/20/2011 JOB #: 2482 3. SEE TOPOGRAPHIC, SURVEY FOR ALL SURVEY INFORMATION NOT SHOWN ON THIS SITE PLAN. 4. EXISTING SPRINKLER SYSTEM TO BE REGONFI6URE AT NEW DRIVEWAY 5. PROTECT ALL EXI5TIN6 TREES TO REMAIN ON SITE PRIOR TO START OF GONSTRUGTION AND MAINTAIN PROTECTION ALL THROUGH GONSTRUGTION. 6. PROJEGT ADDRESS: 302 MILL GREEK GIRGLE DRAWING INDEX: A 1.0 SITE PLAN AND NOTES 0.3X2 ENLARGED SITE PLAN AT AREA OF ADDITION A 2.0 BASEMENT /6ARA6E FLOOR PLAN SITE NOTES: 1. SEE SHEET A1.1 FOR ADDITIONAL INFORMATION, I NGLUD I N6 TOP AND BOTTOM OF BOULDER WALLS AND SAVE HEIGHT AT AREA OF ADDITION. 2. TOPOGRAPHIG $ SURVEY DATA TAKEN FROM DRAWING TITLED "IMPROVEMENT LOCATION GERTIFIGATE, TOPOGRAPHIG SURVEY, LOT 7, BLOCK I, VAIL VILLAGE FIRST FILIN6, TOWN OF VAIL, EAGLE COUNTY, COLORADO" PROVIDED BY: EAGLE VALLEY SURVEYING, ING. 411gq H16HWAY 6 X24 EAGLE VAIL, GO P.O. BOX 1230 EDWARD5, CO. 81632 970 -c14q -1406 SURVEY DATE: q/20/2011 JOB #: 2482 3. SEE TOPOGRAPHIC, SURVEY FOR ALL SURVEY INFORMATION NOT SHOWN ON THIS SITE PLAN. 4. EXISTING SPRINKLER SYSTEM TO BE REGONFI6URE AT NEW DRIVEWAY 5. PROTECT ALL EXI5TIN6 TREES TO REMAIN ON SITE PRIOR TO START OF GONSTRUGTION AND MAINTAIN PROTECTION ALL THROUGH GONSTRUGTION. 6. PROJEGT ADDRESS: 302 MILL GREEK GIRGLE DRAWING INDEX: A 1.0 SITE PLAN AND NOTES A 1.1 ENLARGED SITE PLAN AT AREA OF ADDITION A 2.0 BASEMENT /6ARA6E FLOOR PLAN A 2.1 MAIN LEVEL PLAN A 2.2 UPPER AND LOFT LEVEL PLANS A 2.3 ROOF PLAN A 3.0 NORTH AND EAST BUILDING ELEVATIONS A 3.1 SOUTH AND WEST BUILDIN6 ELEVATIONS A4.0 BUILDING SECTIONS AGI.O SITE GOVERA6E GALGULATIONS AG2.0 EXISTING 6RFA GALGULATIONS AG2.1 PROPOSED 6RFA GALGULATIONS AG3.0 BASEMENT WALL GALGUATIONS VAIL, GO 81657 SEWER MANHOLE 0140 MEAS RIM = 8202.6 INV= b192.5 - - - - BASIS OF ELEVATION NEW SLOPING CONCRETE (Dc RETAINING WALL (ENGINEERED) v4/STONE GAP - STONE VENEER AT DRIVE SIDE G� NEW GONGRETE RETAINING WALL (ENGINEERED) w /STONE JP - STONE VENEER AT PRIM SIDE G GPs P \ EXISTING EDGE OF \ LANDSCAPE � EXISTING EDGE OF ASPHALT REMOVE EXISTING WOOD TIE GURB EXISTING GONGRETE PAN __7 EXIST NATURAL 6A5 LINE �- SEE SHEET AI.I FOR FURTHER INFORMATION IN THIS AREA EXISTING SEWER MANHOLE NEW LOW BOULDER WALL (TYP BOTH SIDES OF DRIVE) - SEE 5HT ALI FOR TOP OF WALL HEIGHTS REVISE EDGE OF EXI5TIN6 PLANTER TO REMAIN AS NECESSARY FOR NEW GRADING NEW SOD AREA - REMOVE EXISTIN6 GRAVEL, PREP SOIL FOR AND LAY NEW SOD THREE NEW SHRUBS - SIZE AND SPECIES TO BE DETERMINED AS REO'D BY DRB ON 61612012 EXISTING GONGRETE CURB TO REMAI N EDGE OF EXISTING ASPHALT NEW MUD SET FLAC75TONE WALK 9'X19' OUTDOOR PARKING SPACE LINE OF CONSTRUCTION DISTURBANCE FENGIN6 ALLOWABLE 6RFA LINE OF CONSTRUCTION STOW = .46 X 10,000.00 50 FT 4,600.00 SO FT DISTURBANCE FENGIN6 / 0a� II II II II I NEW I 2 0 7 3 .55 X 2,765.05 50 FT 1 , 04q . q7 50 FT \ III REMOVED EXISTIN6 GRAVEL, .� \ i j / U� l =III RIDGE 8.3' NEW MUD 5 T FICA &5T NE I I r ALLOWABLE 6RFA 5 , 649 . q7 50 FT \ - IT ENTRY WAL A�D STAIRS r REPLACE w /ASPHALT ON ROAD \ j ��a - - - - - - I 8226.4 EX15TI�6 8� BASE VERIFY EXISTING SUB BASE �� j REMOVE EXISTING BUILDING EXISTING 6RFA 4 227. 18 SQ FT o 5 - EXISTIN6 CANTILEVER / GONG PAD EXISTING F AGSTONE rn SEE SHEET AG 2.0 ; I (2) 9 X18 PARKING I rn EXTEND EXI5TIN6 PARKIN& AREA JO �G; qp E ING SKYLIGHT a0 SPAGES @ NEW EXIST E I LINE OF �EW BASEMENT LOT - TO ACCOMMODATE (2) 9'X19' C EXISTIN6 (TYP F 3) 6ARA6E I I 0.2g3 AG. PROPOSED 6RFA 4,22-1.1b 50 FT PARKING SPAGES \ �� '` I EX15TIlN _ 8223.q' RE: BAS�6ARAGE PLAN I NO NEW 6RFA - SEE SHEET AG 2.1 0 \ NEW STAIR FROMI EXIST ROOF D° 302 DECK ABOVE OVERHANG @ \ ' �.� _ -ENTRY DEGK - - - - - - - - LINE OF NW ROOF i- 6ARA6E 600.00 SQ FT �- SNOW i fll HOLY GROSS UNDERGROUND ELECTRIC STORA (�j`::; : ,_ ,..,. I _ _ _� _ _ _ _ LINE OF B I1�IN� (DEMO AND R �11LD) EXISTING GONSTRUGTION NOTES: ( PORTION OF EXISTING RIDGE R.O.W. EASEMENT (UNKNOWN IF RECORDED) • . ',: �::;.... -. I / O EXIST EXISTING GAS METER GI EXI5TIN6 BUILDIN6 INFORMATION OBTAINED FROM DRAWINGS "LINE OF NEW o T.O. ROOT TO BE ABANDONED - RE: - O I TITLED: DECK ABOVE I C I8.q ROOF PLAN AND BLDG � �tI ( EXI5TIN6 8231.83' ELEVATIONS / EXISTING ALA STONE "WILLIAMS HOUSE ADDITION #7, , MILL GREEK GIRGLE VAIL t65TONE / GK GOLORADO" PRODUCED BY: \16 ' ` I REMOVE o SETB� 2 STORY DAVID DECKER DESIGNER 5�(6�`�'� =: P VER PATIO':, a; I EXISTING WOOD FRAME I / EXISTING 514 FRANKLIN STREET CONCRETE PAN O WOOD DE HOUSE q 6 DENVER, GO 80218 0. _ �� � I EXISTING DATED: 8/30/Ig70 LEGEND "REMODEL AND ADDITION, WILLIAMS RESIDENGE, #7 MILL GREEK :` isTiNa'ROOF:` :` ✓ GIRGLE, VAIL, COLORADO PRODUCED BY: EXISTING GONIFEROU5 TREE AND :.. >.: EXIST UPPER / LINE (TY LEVEL DEGK / WILLIAM J. RUOFF, AIA APPROXIMATE TRUNK DIAMETER ql �. IB.q I EXISTING ON ARGHITEGT (LARGE TREES AT NORTH ALSO HAVE E IN GRADE DEGK VAIL, GO APPROXIMATE DRIP LINE INDICATED) �� EXISTING NEW SOD AREA \ C I STEPS / / OUTLINE OOF i.4 z DATED: 7/23/Ig76 'cp. / EXI5TIN6 "WILLIAMS RESIDENGE ADDITION, 302 MILL GREEK GIRGLE, LOT 7 EXI5TIN6 DECIDUOUS TREE AND V.V.IST, VAIL, COLORADO PRODUCED BY: • APPROXIMATE TRUNK DIAMETER NEW 5' HIGH STONE SITE WALL - - j o.5 EXIST BALDWIN ASSOCIATES ARGHITEGTS, ING. (VENEER ON GONG) 1. XISTNG BuILDING ARGHITEGTURE, PLANNING, DES16N _ • oe CANTILEVER / o 1000 SOUTH FRONTAGE ROAD WEST / 0.5 EXISTING GONG 0.3 0.6 VAIL, COLORADO 81657 EXI5TIN6 CONIFEROUS TREE TO WALL / \ BE REMOVED NEW WROUGHT IRON FENCE / o • ° 0.. 1.0 DATED: 4/30/Ig86 AT TREE 1.0k% II ' o i o. EXISTING BUILDING "WILLIAMS REMODEL, 302 MILL GREEK GIRGLE, VAIL, \ OUTLINE (TYP) COLORADO" PRODUCED BY: \ 1 PEEL WARREN ARGHITEGTS EXISTING CONTOUR 0.9X3 , , PO BOX 3370 APPROXIMATE LOCATION OF UTILITY o 8 �.a EASEMENT (NOT DIMENSIONED ON PLAT) � 0.6 - 0.6 0.3 0 6 VAIL, GO 8158 PROPOSED CONTOUR • • e 2 DATED: 3 118 /IcI C� 2. THERE ARE NO EXISTIN6 DRAWINGS FOR THE ORIGINAL NEW EXTERIOR RECESSED LIGHT - 3 AT \ �2 13 SITE L.ANZ BCAFE FI.AN GONSTRUGTION OF THE WEST DWELLING UNIT. SOFFIT OF NEW SHED ROOF AT GARAGE LOT 6 �' I 3. NEW DRAWING BASED ON INFORMATION FROM ABOVE LOT 8 NORTH REFERENGED EXISTIN6 DRAWING, THE EXI5TIN6 SURVEY AND _<> NEW EXTERIOR WALL MOUNTED FULL GUT OFF SOME FIELD MEASUREMENTS BUT NOT FROM EXTENSIVE REVIEW LIGHT FIXTURE T REPLACE EXISTING LIGHTS- 0' 10' 20' 30' 2 AT EXISTING EXTERIOR TERIOR DOORS a EAST UNIT OF AS -BUILT CONDITIONS. GONTRAGTOR TO VERIFY ALL EXISTIN6 GONSTRUGTION AND CONDITIONS IN THE FIELD BEFORE NEW GONSTRUGTION BEC71NS AND NOTIFY OWNER, ARGHITEGT AND tb EXISTIN6 SPRINKLER VALVE \ STRUCTURAL EN61 NEER OF ANY D I SGREPANG I ES THAT REQUIRE 50ALE: 1' = 10 '- O" REWORK OF THE PROPOSED DRAWINGS. 0 EXISTING ELECTRICAL OUTLET DESIGN REVIEW BOARD APPROVAL TOWN OF VAfL' Date:March 20, 2013 EXISTING SITE LIGHT community D rtment Planner: WCampbell Dep artment RECEIVED Department By David Rhoades at 9 :55 am, Jan 28, 2013 U C-:) -M N ti co co cl U L Q • 2 1Z O LO C T_ cu co C) M _0 O co " X o 120 0 O C O cz U > ❑ . _� 0 O w U z w x cn w Z U d W Wp Z U 2 w' z j ~Z�(n0(n U) z o a Z U o? 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'.: I / I I LOW ROOD j, I = I ;/ 1- TW = 7.5 , / , \ &210.24' / % /WITH DR VE I I SNOW STORAGE 75 06 W TH DOPI VET / / , / / / / /// I I I - - 5 j/ 233/1, LINE OF NEW SHED ROOF o NEW GARAGE /� — � 00 / O5 (WITHIN ALLOWABLE 4' ENGROAGHMENT TN = 06.0 — - - -- /i / \ BW = 03.75' EN — �— — — — — � _. .._.. _ - - -- - -- __ - - -- � LINE OF EXISTING ROOF TO — �— LOW ROO — 9b — — — — — — — — — — 06 BE REMOVED - - - -- - - -- — � 1 8208.65' O6 / v / — TN = 6.3' IIIIIIIIIIIIIIIIIN —LINE OF NEW ROOF AT MAIN LEVEL / \ i BW =4.3 10' / / / / /// j�� j \ \ ' �f I \ (WITHIN OUTLINE OF EXISTIN6 ROOF TO / / / / V /� /�/ _ _ � ROCK TW = 6.3' BE REMOVED ` / � %G1l /,�1G� — O7 6.17 \ I 0.00' �� — — — \ I o TN _ 06.0 BW = 5.0 / BW - 04.6' LINE OF EXI5TIN6 AND NEW / NEW I/ AT GARAC6 0 BUILDING ' I EAVE / I AT GRAD I I / _ I 821x.40' LINE OF PERMITTED 4' / NEW I \ Q' I I EAVE 8.0' \ \ SETBACK ENGROAGHMENT / I 82M.40' I \ \ NEN �— � I>< 7 8221.gq' — / I I>< / CI I I I I I I I I � O _ _ I REPLACE EXISTING LI T 1 FIXTURE vi/FULL GUT OF STYLE / EXTERIOR L16HT FIXTU I / EXISTII 6 I� \ \ R I NEW MUD SET FLAGSTONE (TYP OF TWO) ENTRY WALK AND STAIRS I / W ' I NEW I I \ RIDGE I I \ — — — 8226.47' ,I I EXISTIN6 FLAGSTONE I (2) 9'X18' PARKING 5PAGE5 @ NEW I I I GARAGE I - - -- -- - SITE 4 LmANr;)!5 EXISTING G EXIST I LINE OF NEW BASEMEN RIDGE I RE: BASE /GARAGE PL; N 8223.q ' I I SCALE: 1/4° = I'-On EXIST ROOF DESIGN REVIEW BOARD APPROVAL � � � � � � J OVERHANG © I TOWN OF VAIP Date: March 20, 2013 ENTRY DECK PI b 11 I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - (Community Development anner. wcamp 2 Department 0 1 2 4 8 LINE OF NEW ROOF I I / I / / / / LINE OF BUILDING (DEMO ND REBUILD) E PLAN NEW LOW BOULDER WALL @ BOTH SIDES OF DRIVE (TYPIGAL) REVISE EDGE OF EXISTIN6 PLANTER TO REMAIN AS NEGE55ARY FOR NEW 6RADIN6 REMOVE EXISTING TIE WALL SEE SURVEY FOR SPOT ELEVATIONS ALONG EDGE OF EXISTING ROADWAY NEW SOD AREA - REMOVE EXISTING GRAVEL, PREP 501L FOR AND LAY NEW SOD THREE NEW SHRUBS - 51ZE AND 5PEGIE5 TO BE DETERMINED AS REG2'D BY ORB ON 6/6/2012 EXISTIN6 GONGRETE GURB TO REMAIN ED6E OF EXISTIN6 ASPHALT NEW MUD SET FLA65TONE WALK REMOVE EXI5TIN6 TIE WALL 9'X19' OUTDOOR PARKING SPACE LINE OF GONSTRUGTION 0I5TURBANGE FENGING EIRWIh U N N ti co c0 C6 U Q C O 00 C � Cu Co M -0 O M ca X O mU C 'cv U � w _�0Ow U z x wU w W U 2 Oj ¢w UOw >aF jw_dW 0 ° af O H FZ z(n0(n �wZ °WQgty L—L, ow UF?U� wOFZ�a ¢= <uw=~¢ 7j7��a U) C7x� xN m� (7 ❑ -f W 12 x2 'z wz ¢ ❑ O¢ U a-¢ a z U z 0❑ 0 0 F UOC%J Fix= ~pU W Fw Q Z Q W Z} Z U Q ° Z U O = C7w¢OwC7 }Z w°w UU wa�WOWwo w?a�mw� a �wwow?oo }¢¢ }o -U o >z If U -m na7r acn ¢❑w¢a ¢ W p W w } O U F Lu m¢ Q Q p Z¢ Z J F LLQ(nLL U =QZZ W �Qa' J J2 0 - Z�LL- F2�C7UJ2UZOU z ~a Ow U�O❑U�:UZ�LLO�¢ o�zm�Wvi }ro�C6 z mx ¢ O Q z O¢° p °, j m mzOZ -,-C7W W Ej¢. 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W � Z L O pJ (n J W Q w >Lu� 0 Cl) — Q V J > J O J -ooQ � N - J M > CN r � T- Q CV W > 00 N W 0 Z ww L E W Z a� 0 o N A 1.1 2 A4.0 ,HED ROOF TONE VENEER �B - SLOPE TO .7 IGLOSURE PETE 4 5FAC .00R 15 NEW GONSTPUGTION "Aft L�� FRAME WALL - USE TREATED PLYWOOD ON GRAWLSPAGE 51DE AS PEGU I RED BASEMENT /GARAGE LEVEL PLAN SGALE. 1/4" = 1'-O" O 1 2 4 8 DESIGN REVIEW BOARD APPROVAL K TOWN OF 'V A Date: March 20, 2013 Community Development Planner:wcampbell Department ! rA"- NORTH 6 w w w H U` K Q F S O of 0 U U orn a N ti te a., d It U oX _ rn LL L U L a U) CL O _ 00 L0 ca 00 0 M O c) � X O O mU C O U) a > O ¢ O Ow U 2Za)U� J U U W Z C) O Q w C7Jw >aH � >Z U W (n J W W U >LLw'= W W Z w O F U J w — Z Z U X J n W U 10 W w Q c�=wrtwx =I Z W Z w U Z ox wQ W 0z ZwY U p U)_ E x 0x Zwcn¢3XLL2 Z Q U Z Y Z O Q W w O U J w x 0 wz p Wo wz¢LL0wM3: w w O w 0 0 S W n S w Z �mrnwZ) Fwrn Z_ w 2 o ' J W LL FWD U—LL, x wO Z n p n zOO¢� 0 - z cO 0 � a P�a m w a o w z < O O O Z 00 ~ z V mO W LU )U O h x~ Z w Z Q F- E) W F 0 =max Q Q Y O F U x > Z n! of O W Q d3: Q M 0 W w uj (DZ 0U (/lam m 2w zQZ �H Q Q J W U O x- O�wLLUiOzzw-UV:>� W x ui UO— C7ww SO W �U Qw¢J�j v)Hz [O S w' o w (Q /7 w H U w w w 2 U m �n U m Z Zz > za W W w' W. 2 - w n W XQF¢¢D "050WOZE Q � "n , O W 0 O W¢ w z D w o <00 OOg�oOOnw �Za2z% EM, U c0<ZZa Ei ¢ 02 J Y W¢� °Wwm �a�w2 =OLL S W Q X ~F'- w F H Z 0 I_wi w S w � W I-- cwil w 0 w¢< i i t ~ W w W (n[w VI ZQ W Q�m2 of z O w w�x0¢o�wwQo - x w z O d w U U Z p 0 3 N �¢wOc~ilHZw- ?O�pZwz w W F U¢ Q w w Z Q U c O x O X w Q w m w 2 J co �~ w x w w o o m o ¢ Y Zm�p�Ocn�}OQw0W¢WW H W Q x w H W J 2 co U S U w <nO0 00JKw0M) W X¢ W— O O S Q w¢ w w Z 5 2 W 2ro wx W wU w'OQHH Z C9 OZ - t=:i D - LL O a � cn W W � J V V W � Z C� - Wa� O pJ �JWa Lu >W� Cn a � > J O a J V J - ~ N - J M > T- C) w or_ Lu ry N 00 N W O Z CD — 0 W L E `W^ v ) W w �- 0) Z �o N aLO N A 2.0 r?c lu NEW SPIRAL STAIR TO DECK ABOVE EDGE OF MUDSET FLAGSTONE PAVER PATIO RE: SITE PLAN PATCH /REPAIR WALL AS NECESSARY - MATCH EXIST WALL FINISH LINE OF NEW DECK ABOVE WOOD BEAM AT UNDERSIDE OF DECK ABOVE (TYP) CEDAR SOFFIT AT UNDERSIDE OF DECK ABOVE 8X8 WD COLUMN w /6" HIGH STEEL COLLAR ® BASE (TYP) WOOD BEAMS AND CEDAR SOFFIT AT UNDERSIDE OF BLDG CANTILEVER ABOVE MUDSET FLAGSTONE PAVER PATIO RE: SITE PLAN REMOVE EXISTING WOOD DECK LINE OF EXISTING BUILDING ABOVE FLOOR PLAN LEGEND EXIST BEDROOM I AREA OF REBUILD NEW FRAME GONSTRUGTION EXISTING CONSTRUGTION TO REMAIN EXISTING CONSTRUCTION — — TO BE REMOVED 28' -3 1/2" EXI5TIW - VERIFY STAIR LANDING ABOVE 0 EXIST TH I 0 / REMOVE EXISTING WOOD BURNING FIREBOX - REPL E UP WITH NEW GAS APPLIANCE VERIFY THAT FLUE GAN RUN IN EXISTING CHASE — RELOCATE EXISTING Q I F F EXIST / TELEVISION TO WALL ABOVE NEW GAS APPLIANCE - m N I I BEDROOM 2/ PROVIDE BLOCKING AT WALL / AS NECESSARY F I / / PROVIDE NEW LZLL A4.0 OUTLET / F i i BATH T OPEN ABOVE \ OPEN ABOVE OPEN ABOVE I ��� OPEN — ABOVE REMOVE EXIST JN& DOOR - INFILL WALL TO INCLUDE SOUND INSULATION - MATCH EXISTING WALL FINISH ADD 1 -1/2" RIGID SOUND INSULATION AND 5/8" DRYWALL a WEST SIDE OF EXISTING WALL G NEW - WE5T MASTER SUITE CARPET NEW - WEST MSTR CLOS NEW TWO 51DED DIRECT VENT FIREPLACE —� REMOVE WINDOW INFILL/PATCH WALL AS REG'D - INTERIOR AND EXTERIOR MATERIALS TO MATCH/ EXISTING EXIST STAIR NEW HALL #2 GARPET II' -b 1/4" EXISTING VERIFY NEW STAIR WOOD F EXIST L — — ENTRY — — J UP <D EXIST EXIST LAUND BATH 5 0 r� ° E0 :-/) a � CPT T 1i \ III NEW — BATH #4 1 TILE 1T -11 I II f1 I I I 11 I I I 11 I NEW 1 II BEDROOM #4 11 CARPET I 7MA1 INVEST BATH 2 A4.0 2T -10 1/4" NEW - TO MATCH EXI5TIN5 TO BE DEMOL15HED STANDING SEAM METAL SHED ROOF BELOW Is LIF EXIST BEDROOM 14 EXISTING WOOD BURNING FIREPLACE EXIST LIVING ADD 1 -1/2" RIGID SOUND INSULATION AND 5/8" DRYWALL a WEST SIDE OF EXISTING WALL 1 uP 51/2" 5' -10" 2' -8 3' -Gj1 REMOVE DOORS INFILL/PATGH L 1 WALL AS REO'D - INTERIOR AND 3 I12° RPET EXTERIOR MATERIALS TO MATCH 32' -3 3/4" EXISTING 25�_OI EXISTING - RIFY EXI5TIN6 - VERIFY 8' -3 1/2'1 EXI5TINC6 - VERIFY MA I N LEVEL FLAN • % / //. 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W m d LL 2 W l a_ U x O Q H F Z w> OZ o �� 0 UL Q W Z LV � J L � c� - Uj Q O pJ W D U LU > L N E Q r =5 > J O Q J V J ~ J J - O CV O - J M > A 2.1 w> o �� � N Z 00 LLU N � Q W W D U N N E W r =5 w Z N D aLO A 2.1 LOFT LEVEL PLAN SCALE: 1/4" = 1' -0" NO GHANGE5 AT LOFT LEVEL PLAN - THIS DRAWING FOR REFERENGE ONLY NORTH N m N O m tXlS 11140 - VtKlt-T UPPER Lr=Y'r=L PLAN SGALE: 1/4" = 1' -0" DESIGN REVIEW BOARD APPROVAL TOWN OF VAfL Date:March 20, 2013 Community Development Planner: wcampbell Department E111 vr1h NORTH U o am a N ti te a0 d It U oX _ 0') LL L U L a U) CL O _ 00 L0 ca 00 0 CO O c) ;.- X O O mU C O U) a > ° U¢O0U C7 W w =F-UUw d Z Wx O W U Z U E z w U, Ww <'0 U p p �Up D' E U U - U o X Z Of F of w pO_ tn Z paZwOZU� wOFz<� a w =¢ U W H¢ > j� U- a rtwx- O w _ w , ZHwI -a (xjz m� a° 0 � x a p w z Q a z P zck� ¢ � �iixUw¢w0 J UpU J =�22 F-OU W =w Q ZwcoQ >�wLLz xOOF -�z F- ZQUz }zO¢ OLLZ�0O M C7wQ OwC7 }z wm Ow wUU 0 cn w pin w 7) 0 LLUF - xtZ W w=zwn wwp W?¢F -m_wH_ Y ° Z EL Q LL O° a w� D U= CL r?w W OwLnoo }¢¢ }O —U O x w� w m x w z z w> z O w n: U F- m(n w 7 F-a-0 Q°wQ w �iQ mpM w uj C7z 0U fnQm m pw Z¢Z JF - z(ng ww2 ZZ fn °j Uw J W= OOwO� ,M=3gUUxOzOz W 2 ° O U P p o w p° m 2 U O Q w Q OJ m U� Z m x Q 2> Z Q Q w2 ww ww 2 w O F x R, F--¢ pp0 w w w W W Z w o° W a Q p wXfn Z W w <W UZ ¢ O O w O O D U J° U O n F-Z2O�=¢tUgQ °Z?a02 Fn J ¢} wQ-°zwumor¢uw� =pLL _ F- pwQXF -iD W F -F-ZO` LL- W= W J w F U w O U H w x¢ >w Z~ P W W W ( RZ tw(/7Z¢¢�mw w��w }F- xxz0¢°zwa°QO xxLLZO�d�U,zOCDF -�U Z_ U °QwOr~ilFZwx ,O¢OZ wU Ox�Oxu~iw¢LLmLL'L)2J fn fn F- wxwwoomo QY zmUO�Ocn� }¢Ozw¢ °w LU (o V O00 xa- oz)¢F - }Ow X< w- O p °¢ g w¢ w LL z x x w� W §2,LDx W LLUIrO¢F -F- Z C9 O Z- — J D — LL O a � cn W W � J V V W � Z C� - Wa� O pJ �JWa Lu >W� 0 Cn a > J O a J V J - H O N o - a J M > T- O W or_ > � N 00 N W O Z CD — 0 Lu L E :3 `L^U v ) > LLI w N 0) Z �o N aLO N A 2.2 2 A4.0 M "C^ ROOF BELOW )F NEW TRASH )SURE BELOW 'ERIMETER BEAM BELOW �TGH EXISTING E DIMENSION (TYP) ING ROOF BE REMOVED VE EXISTING OVERHANG =ASG I A (BACK TO ING BEAM BELOW) NEW RAKE WALL ON >F EXISTING BEAM ING BEAM BELOW TO IN FRAME NEW SECTION OF OF NEW ROOF FRAMING )F NEW ROOF FINISH NLT SINGLES ON 1ANUFAGTUREED : VENT FERN EXTENT OF LD BELOW :AKE WALL BUILT ON ING ROOF ID EXISTING CHIMNEY JILDIN6 ELEVATIONS tETAL GAP TO MATCH ING) OF EXISTING ROOF I N6 (TYP) )F EXISTING ROOF I (TYP) )F EXISTING BUILDING N (TYP) DESIGN REVIEW BOARD APPROVAL TOWN OF VAIN Date:March 20, 2013 Community Development Planner: wcampbell Department NORTH ROOr- PLAN NOTES: I. NEW ROOF AT AREA TO BE REBUILT (5HOWN WGRO55 HATCH) TO BE GAF ASPHALT SHINGLES, "WEATHERED WOOD ", ON 30# ROOF FELT ON FULL GOVERAGE WATERPROOF MEMBRANE ON NEW ROOF FRAMING 2. AT PORTION OF EAST UNIT ROOF TO REMAIN, REPLACE EXISTING WOOD SHAKES WITH GAF ASPHALT SHINGLES, "WEATHERED WOOD ", ON 30# ROOF FELT ON FULL COVERAGE WATERPROOF MEMBRANE ON EXISTING ROOF FRAMING 3. NEW SHED ROOF a GARAGE LEVEL TO BE STANDING SEAM METAL ROOF, DARK GRAY ON HIGH TEMPERATURE FULL GOVERAGE WATERPROOF MEMBRANE 4. 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DECKING EL. 8318.08' NEW WINDOW AND TRIM TO MATCH EXISTIN6 EXISTIN6 \ WEST MAIN LEVEL T.O. DEGKIN6 - EL. 82061.0' EXISTING GRADE TO REMAIN UNDISTURBED EXST EXST EXST LA EXST EX T EXST I I- EXST XS XS EXST EXST Ex5T EXST EXST EXST EXST EXST EXST EXST EXST ISTIN6 TIMBER BEAM - ASPHALT SHINGLES ON NEW ROOF FRAMING - RE: ROOF PLAN $ NOTES NEW 2 PIECE FASGIA - PAINT TO MATCH EXISTING EW I I I I 1 I I I / I I RIFY 8 REPLAGE AS o0 OZ NEW EXTERIOR LI +1 EGE55ARY - MATCH EXISTING CV ti FIXTURE - FULL G TOFF N ASTE L E V A T 1 O N STYLE PER TOWN q?E LOPED STONE GAP ON STONE SLOPED STONE GAP ON 2 F— ci) NEER (GRAY MOSSROGK) ON STONE VENEER (GRAY 3.0 rl I II I INEW MEGH RM EN COLUMNS - SET STONE GAP MOSSROGK) WAINSGOT _ 5GALE: 1/4 - I -0 L NDER EXISTIN6 BEAM I@) 5ASEMENT U) LU < EMOVE POTION OF EXISTING O Q L — _ — — It 6 WALL ENTRY _ — — — O I 2 4 8 - - -- - -- -0 L�� co Ca EX 15T1 NG TO RE A I N PROPOSED DEMO $ DEMO RE: FIRST LEVEL PLAN SHT A2.0 FOR EXTENT II I I I — L I� II EXISTING WEST OL T.O. PARAPET EL. 8251.85' NEW RIDGE OL T.O. SHEATHING EL. 8226.47' EXIST RIDGE OL T.O. SHEATH I N6 EL. 8223.q' EXTERIOR MATERIALS NEW RIDGE ROOFING ASPHALT SHINGLE -GAF - WEATHERED WOOD T.O. SHEATHING METAL RIB - - DARK GRAY EL. 8221.gq' NEW TIMBER PERIMETER SIDING GEDAR - STAIN /PAINT TO MATCH EXISTING BEAM TO MATCH EXISTING NEW OTHER WALL STUGGO - TO MATCH EXISTING T.O. DBL PLATE EL. 8218.81' FASGIA WOOD - TO MATCH EXISTING NEW WINDOW AND TRIM TO SOFFITS WOOD - TO MATCH EXISTING MATCH EXI5TIN6 WINDOWS WOOD /GLAD - TO MATGH EXISTING NEW WOOD SIDING TO WINDOW TRIM BRIGK MOLD - PAINT TO MATGH EXISTIN6 MATCH EXISTING DOORS GARAGE - WOOD SIDING APPLIED NEW STANDING SEAM METAL STAIN /PAINT TO MATCH EXISTING ROOF - RE: ROOF PLAN MAN DOOR - WOOD SIDING APPLIED NOTES @ GARAGE STAIN /PAINT TO MATCH EXISTING NEW - EAST UNIT MASTER BEDROOM DOOR TRIM WOOD - PAINT TO MATCH EXISTING OL T.O. TOPPING EL. 520q.6q' FLASHING METAL - PAINT TO MATCH EXISTING TRASH STONE - GRAY MOSSROGK EXISTING ENCLOSURE WOOD DOORS -SIDING, PAINT /STAIN TO MATCH EXISTING EAST ENTRY OL T.O. SLAB RETAINING STONE VENEER - GRAY MOSSROGK EL. 8208.5' WALLS BOULDERS NEW WOOD FASGIA TO EXTERIOR REGE55ED IN SOFFIT AT GARAGE MATCH EXISTIN6 LIGHTING 5GONGE ® MAIN LEVEL DOORS - "GORDELIA LIGHTING, GAPE CODE WALL MOUNT" - BRONZE PROPOSED GRADE RE: SITE PLAN EXISTING GRADE NEW 6ARA6E T.O. SLAB EL. 8200.0' ELEVATION NOTES: I. ALL NEW EXTERIOR MATERIALS TO MATCH EXISTING UNLESS NOTED OTHERWISE 2. ALL FLOOR, TOP OF WALL AND RIDGE ELEVATIONS OBTAINED FROM EXISTING DRAWIN65. VERIFY BEFORE GONSTRUGTION BEGINS DESIGN REVIEW BOARD APPROVAL TOWN OF VAIL Date: March 20, 2013 Community Development Planner: wcampbell Department ° . ¢�ORL z �_ �w�wo¢ a 055 ;1w OJ W >tiH m �m¢Upx�.° W= W W W = U w W O_ LLLL'(n =J i= FZz z(n °m oaZwOZU� wOFZ�O� W w w. 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PARAPET EL. 8251.85' ASPHALT SHINGLES ON NEW ROOF FRAMING - RE: ROOF PLAN ff NOTES NEW FASCIA TO MATCH EXISTIN6 NEW TIMBER PERIMETER BEAM TO MATCH EXISTING NEW RIDGE T.O. SHEATHING EL. 8221 .qq' NEW T.O. DBL PLATE EL. 8218.81' NEW WINDOW AND TRIM TO MATCH EXISTING NEW STANDING SEAM METAL ' ROOF - DARK GRAY TO - MATCH EXI5TIN6 TRIM T - RE: ROOF PLAN 4 NOTES NEW \ MASTER BEDROOM T.O. TOPPING EL. 820q.6a' NEW WOOD FASCIA TO MATCH EXISTING EXISTING GRADE TO REMAIN UND 15TURBED NEW GARAGE J_ T.O. SLAB Fs IQ■a• • • NEW ASPHALT 5HINGLE5 (TO REPLACE EXISTING WD SHAKES) ON EXISTING ROOF FRAMING N I III III III III I II I I h1 III III III I I III III I I I I I I I 11111 III I' III III I I 11 I STAND I N6 SEAM METAL ROOF AT NEW SHED DORMER 2 PIECE WOOD FASCIA CUSTOM GUTTER WHEAT TAPE - DOWNSPOUT LOCATION TO BE DETERMINED WOOD SIDING ® NEW FLUE CHASE , 112 r __NBt4 EXST EXST — — — — — — — — — — IZ ------- - - - - -- --------------- - - - -�I II REMOVE EXISTING DOOR I NEW WINDOW AND TRIM TO AND WINDOW - PATGH/FILL I I MATCH EXISTING (TYP) OPENING TO MATCH EXISTING WALL (TYP) II I II I I NEW FIREPLACE VENT TERMINATION FOR NEW GAS APPLIANCE FIREPLACE II I II II I II II I II ---------- ------------------- II II II EXST EXST i�i�ii�■iWG�i�]Gii'i�■i 111 �- - - - - -- ---- - - - - -- I II II II I T — I 7I I I I II I I II I II REMOVED EXISTING CONCRETE SLAB I I I II I I I II I I II I IL ----- - -- -_— ------ 2------- - - ---- __ - -J PROPOSED DEMO 4 REBUILD ® WEST DWELLING UNIT BEYOND NEW MEGH RM I RE: FIRST LEVEL PLAN SHT A2.0 FOR EXTENT ® BASEMENT I I I II II I I I II II I I III III III II I I I III III III I II I I I III IL -------------------- NEW STEEL SPIRAL STAIR NEW 8X8 WD COLUMN w 16" STEEL COLLAR a BASE 2 AE S T E L E V A T I I EXST EXISTING WOOD SHAKES a WEST ASPHALT SHINGLE UNIT TO REMAIN Lu EXISTING - - DARK GRAY T.O. BEAM GEDAR 8230.75' OTHER WALL -IOR LIGHT - TO MATCH EXISTING FIXTURE- FULL GUT -OFF 1 WOOD STYLE PER TOWN GORE SOFFITS XISTING - TO MATCH EXI5TIN6 OgL T.O. PLATE WOOD /GLAD 08' WINDOW TRIM - NEW "NANA" GLASS WALL - PAINT TO MATCH EXISTING SYSTEM - TRIM TO MATCH 6ARA6E EXI5TI N6 - NEW METAL RAIL 5TAIN/PAINT TO MATCH EXISTING - NEW FLAGSTONE PAVER DECK MAN DOOR w /WOOD DECK FASCIA EXISTIN6 STAIN/PAINT TO MATCH EXISTIN6 PER LEVEL WOOD OIL T.O. DEGKIN6 FLASHING EL. 8318.08' - PAINT TO MATCH EXISTING - FURR DOWN EXISTIN6 SOFFIT TO STONE BOTTOM OF NEW DECK ENGL05URE - NEW WD TRELLIS - SIDING, PAINT /STAIN TO MATCH EXISTING - NEW FLAGSTONE PATIO STONE VENEER RE: SITE PLAN WALLS EXISTIN6 — a WEST MAIN LEVEL OL T.O. DEGKIN6 LIGHTING EL. 82011.0' J - REMOVE EXISTING WOOD DECK ELEVATION DESIGN REVIEW BOARD APPROVAL TOWN OF VAiL Date:March 20, 2013 Community Development Planner: wcampbell Department EXTEND PLANE OF EXISTING ROOF - ASPHALT 5HINGLE5 ON NEW ROOF FRAMING - RE: ROOF PLAN NOTES NEW RIDGE OIL T.O. SHEATHING EL. 8226.47' EXIST RIDGE OIL T.O. SHEATHING EL. 8225.11' — NEW ASPHALT 5HIN6LE5 (TO REPLACE EXISTIN6 WD SHAKES) ON EXISTING ROOF FRAMING - RE: ROOF PLAN $ NOTES EXTEND EXISTING FLUE CHASE AND CHIMNEY TO BE 2' ABOVE ANYTHING WITHIN 10' METAL GAP TO MATCH EXISTING STUCCO TO MATCH EXISTING EXIST EAST LIVING OL T.O. DECKING EL. 82011.bq' EXISTING GRADE TO REMAIN UNDISTURBED NEW GARAGE T.O. SLAB EL. 8200.O' EXTERIOR MATERIALS ROOFING ASPHALT SHINGLE -GAF - WEATHERED WOOD Lu METAL RIB - - DARK GRAY SIDING GEDAR - STAIN /PAINT TO MATCH EXISTING OTHER WALL STUCCO - TO MATCH EXISTING FASCIA WOOD - TO MATCH EXI5TIN6 SOFFITS WOOD - TO MATCH EXI5TIN6 WINDOWS WOOD /GLAD - TO MATCH EXISTING WINDOW TRIM BRICK MOLD - PAINT TO MATCH EXISTING DOORS 6ARA6E - WOOD 51 D I N6 APPLIED 5TAIN/PAINT TO MATCH EXISTING MAN DOOR - WOOD SIDING APPLIED GARAGE STAIN/PAINT TO MATCH EXISTIN6 DOOR TRIM WOOD - PAINT TO MATCH EXISTING FLASHING METAL - PAINT TO MATCH EXISTING TRASH STONE - GRAY M05SROGK ENGL05URE WOOD DOORS - SIDING, PAINT /STAIN TO MATCH EXISTING RETAINING STONE VENEER - GRAY M055ROGK WALLS BOULDERS — a EXTERIOR REGE55ED IN SOFFIT AT GARAGE LIGHTING SCONCE @ MAIN LEVEL DOORS - J "GORDELIA LIGHTING, GAPE CODE WALL MOUNT" - BRONZE ELEVATION NOTES: J V I. ALL NEW EXTERIOR MATERIALS TO MATCH EXI5TIN6 UNLESS NOTED OTHERWISE Cq 2. ALL FLOOR, TOP OF WALL AND RIDGE ELEVATIONS OBTAINED FROM EXISTING DRAWIN65. VERIFY BEFORE CONSTRUCTION BEGINS U orn a ti N � C-0 te aa d It U oX _ rn LL L U L a i 2 Q O 00 i (.0 Ca co 0 c: M ­0 O CO X O O mU C O U) o_ > ❑ . O¢OWU C7 W W =HUOw -Z fnx z U _ o W w z U a U ~ W 3 U U X Z ❑ U p W D w U x w� W O > ¢w�cn= J HZ�(np(n W p W 0 W O W = oZO(nz� W �fan?UHZUR ¢ W =¢ U w H¢ wD F D 0 O a CL W =- O x _ w z_ H w z o w u z O��❑ a Z U` ❑,) Q O W Z Q d Z N Z ¢ J O x 0¢ w 0 0- 0 0 0 J U p U J= w= 2 F❑ U W= W ZIroi¢�w C) of z¢ U z Y z O¢ p U- Z (n O = c?ia¢owc7 >z ,m0wu°JUV wWz�Jw W ❑ W?¢F -E] W I- i °z¢LL� °a� W D0 =�: M D w w O w D 0 0 >¢¢ Y O- O O xW!ZofU) (z zx >z��cr U F m m a O H a to ¢❑ W¢ d3:¢ Li W p W W > C) x�a ' m ❑� z¢z 1z__ U= Z Z W m U - J W � _ 0 Z' 9 ,_O � 2. U x O z 0� o2 ° ,-0.>O- O28KWW¢ L � F❑ w O <z U,� < J n U z m= m z o z F� o� w�¢ U❑ z o m ¢¢z Wtr2wN co x�U = F zL>¢¢ Z<),<, p O w O z w z w n . 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DEGKIN6 EL. 85 18.08' FURR DOWN EXISTING SOFFIT TO BOTTOM OF NEW DECK EXISTING WEST MAIN LEVEL T.O. DEGKIN6 EL. 8201f .0' OVERH EXISTIr AT NEIL EX15TIr FRAMIr WALL WEST M, OL T.O. DE( EL. 82G 2x4 FU PERI ME EXISTING TO REMAIN PROPOSED DEMO 4 REBUILD SECTION NOTES: I. THESE SECTIONS (INGLUDIN6 WALL HEIGHTS, FLOOR ELEVATION AND ROOF PITGHE5) ARE BASED ON INFORMATION FROM EXISTING DRAWING AND SOME FIELD MEASUREMENTS BUT NOT FROM EXTENSIVE REVIEW OF A5 -BUILT CONDITIONS. CONTRACTOR TO VERIFY ALL EXISTING CONSTRUCTION AND CONDITIONS IN THE FIELD BEFORE NEW CONSTRUCTION BE61NS AND NOTIFY OWNER, ARCHITECT AND STRUCTURAL ENGINEER OF ALL DISCREPANCIES THAT REQUIRE REWORK OF THE PROPOSED DRAWINGS. 2. THESE SECTION DRAWIN65 ARE FOR ARCHITECTURAL COORDINATION AND REPRESENTATION ONLY - SEE STRUCTURAL DRAWINGS FOR FRAMING SELECTIONS. 3. VERIFY ALL INTERIOR WALL AND GEILIN6 FINISHES, INTERIOR DOORS AND DOOR TRIM AND INTERIOR WINDOW TRIM WITH ARCHITECT AND OWNER PRIOR TO PURCHASE AND INSTALLATION. 4. VERIFY FLOOR ELEVATIONS IN FIELD. COORDINATE WITH ARCHITECT IF NEW STAIR RISER HE16HT5 EXCEED 7 1/2 ". EXISTING TO REMAIN BU I LO I N6 SECTION. F.O 50ALE: 1/4" = 1' -O" 0 1 2 4 8 DESIGN REVIEW BOARD APPROVAL TOWN OF VAIP Date:March 20, 2013 Community Development Planner: wcampbell Department SECTION LEGEND s s OVERHANG AT NEW ROOF NEW ASPHALT 5HIN6LE5 ON EXISTING ROOF FRAMING T.0 DE6KIN6 AT REBUILD 15 1 1/2" LOWER THAN EXI5TIN6 TO ACCOMMODATE 1 1/2" OF LI6HTWE16HT GONG EAST MAIN LEVEL T.O. DEGKIN6 T EL. b20q.0 q' NEW M5TR BEDROOM 1 T.O. DEGKIN6 EL. 820Q.57' EAST ENTRY LEVEL OIL T.O. SLAB EL. 8208.3' NEW 6ARA6E T.O. SLAB EL. 8200.0' NEW GONSTRUGTION EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED 0 Lu Lu Lu w w P K Q x 2 x 0 U U orn a ti N � C-0 te a., d It U oX _ rn LL L U L a • Q O 00 !` (.0 Ca °O 0 C M -0 O c) � X O O mU C O U) a > z v)QOOLL U 2ZU)U L J U U W Z U O Q LL U J w > a vi > LL d U = J W W Z W O Z F U J LL Z U � J U W U H— w w Q 'If z Z H W Z -- U Z p O LL" Z Y 2 U Q w 0 Z� V1Q��LL� z Q U z y z O Q CDLLQOJC7 }z ° O W w z U J W w O °a aU W c' zw> a� = =w0wx00 w��n�z �mc�LLZ) i- acn O Z_ w 2 LU _O ° J W LL O Q U d 0 Uw�W O Z z U) p' co ) Z O - Q M Oi=Zxo! m�Wa0 U p a, Z 0 0 o Z of W F OO—�Z LL Z � O U) O W w U U OFxtz zw ?QF -m_wF- 0 =max Q Q Y O F, U :w >Z� cr 0 W Q LL Q W p W W r O F �Uma' m °� zQZ �] Q Q J W 0 p x— W — ' LL g w 0� O 0 0 U O z 3i O 0 O Q >2W.Fz w�0— O ww .pp W �U Q�Q J�(/JHZ m x LL O U H p z2Z>FzmHQ02ww5w -2 0ZZU rm v QFQaxx °pOLLJZ� R <° wn�O np U o wwLWw<,. xW Z O E UO2 F p xw' w O 400- wi�waL H=Mg °z?ao� -w -? o } O J J L 1 m = O D :�<cnzw w H Z Q w w2 LL OL'M' FLQ- z�LLwxwJ wi L w i i j W H 2 Z 2 Z Q O Z d p Q 0 p 2 LL Z O 0 W U F Z O J N LL m O a W p Z W Z O Z w z W o W W F U Q Q W W Z Q U i 0 2 O X w a LL m L) 2 J .0 U7� OW ww00M0 QY )Zm M 0O}Ocn� O W Q )UX ) p � � W W UZ O O cJ xa OpQ ~Ow Q Q 2 LL Q W LL Z 2 2 :w2m�2rJ.LLxwLLUw0QH� Z L9 O Z LL— a cn LU W � J L Way O pJ �JWa Lu > w 0 Cn a > J O a J V J - H O N o - a J M > T- O LU or_ > ry N 00 CV W 0 Z CD 0 LU Ll p E :3 U > LLI w , N 0) Z aLO N A4.0 L%m is-416 EXISTING PROPOSED SITE COVERAGE CALCULATIONS � SITE COVERAGE CALCULATIONS 50ALE: 1/8" = 1' -0" NORTH SGALE: 118" = 1' -0" NORTH SITE COVERAGE GALCULATIONS: SITE G0VERA6E CAL.CULATI0N5: BUILDING AREA 3152.&5 50 FT BUILDING AREA 31 52.q7 50 FT ROOF OVERHAN65 > 4' 38. 21 50 FT ROOF OVERHAN65 > 4' 38. 21 50 FT TOTAL 51TE GOVERAGE 3191 .04 50 FT TOTAL SITE GOVERAGGE 3111.18 50 FT DESIGN REVIEW BOARD APPROVAL TOWN OF VAI� Date:March 20, 2013 Community Development Planner: wcampbell Department NOTE: NO SITE GOVERAGE CHANGES FROM PROJEGT AS SUBMITTED ON 5/29/2012 AND APPROVED ON (9/6/2012 ORE, #120123) U C-) C-7) N ti Cfl CO ate0 U oX _ rnLL U L Q U) I✓ Q O 2 00 r 00 O O cr, 0 O O co U c: O U) > �. ¢ < LL °W z wZ-HOJ W>1i� m cWilm¢Ua0 W U 5 W W W = U w� W O_ LL�0 =J F= r9z ow ° m Z oa-ZwOZU6 wOFZ<� W w ow U w aW=gUwr¢ D DFO a- ZH W rtir(=jz wm�wa0 0 o ,0QOwzQa z�z� °a O O U — U LL U} x g= 2 P° UU O 2'z 4 z¢mz }Z0¢ O -ZmOO = 00-QO WO9 ,z �m0 W wUU C7 Fnwornwrnr0 aOFxtzw C) a ZQ W O o W° w?¢ r m_ w r a r?wwOw�00 }¢¢ }O —U O xwtzwmxwz zw >zww U r m m a° r a m ¢° w¢ o- 3¢ w° w w >- coz O r imam 00 °� zQZ Jr 1 LD z LL U H=�( z_ 7 y d x 0 z O 0 )?O W o�oF��QO ?��C�w W Z m 2 iQOUOQW wm[LZOQZp00wjm IFZaZjQQQO W K,&nw LL'U !UXmm°z3ZW �W W 0'W UZ �ac���wO ~UU2O_°DW rU8 2 2.6 r >Oai�.��¢0a!J w z w w m� Z Q Ed w 2 T O LL '0�wI -L 10 QQLLwrrJ i Z'— w > m 1 WW2 = z Q z O z p �LL z 2 0 w ¢ On 0 0 0 r :i 2 �Z ZO w 0V UQOZ)ww2 W wu-w=w U � w U n � X Q J O m.fnfnrwmw <ZOu }W �0zwwQ}° IZm=1O }O rn W �¢ W O W Qw W F w w r w 0 2 m n m X¢ W~ O O Q C r Q W w Z O2 2 W 2 m� 2 a LL 2 w LL U JX O Q r r Z (.' OZ - J D - LL Q F- ci) W LV J V C� W � Z CD - W Q L) O p - J � D W > LIJ J 0 Q J J O Q J V J ~ J J H CV — j M > T— O N W � > ry N W Z U) 0 w U) W E Z > LU N 0o a� N AC 1.0 SITE COVERAGE CALCS GRF,4 G,4LGUL,47ION5 EXISTING -LOFT LEVEL PLAN SCALE: 118" = 1' -0" NORTH Existing GRFA GiZFA CALCULATIONS GiZFA CALCULATIONS EX 1571 NG -UPPER LEVEL PLAN � EXISTING - MAIN LEVEL PLAN SGAALE: 1/8" = P -O" NORTH SCALE: 1 18" = 1' -0" NORTH MEEM 01 4 8 16 DESIGN REVIEW BOARD APPROVAL TOWN OF IJAIL' Date: March 20, 2013 Community Development Planner:wcampbell Department NOTE: NO GHANOES FROM PROJECT AS SUBMITTED ON 5/29/2012 AND APPROVED ON 61612012 (DRB #120123) U o0 N ti Cfl CO ate., U oX _ rnLL U L Q U) Q O 2 eo r co O CO 0 c) - 0 O O U C: O U) > �. ¢�O °W Z Mw1z a oP�wLL OJw �ma�a0 W= W W W = U w F W O_ Z L ou)LuL) W W u� U � aW =�Uw�¢ Oj °C�Owa Z H W-Z a~ U Z otQOwzQa O O U — UIU }xg=0 °OUD =z Q Z Q W m a0 Z} C7 Z } 0 Q ° 0 Z m 0 LL = C7 WZ wm O w wUU 0 z O a 0 x z w } z LL 0 a °�ED0 =�= O =w��mx�z z� >z��� U F- mrnaZra n a °waa3a w °w w } RF !ca m °� ZQZ JI- 1 Z .5-UH= (Z_7y xOzOU �?O W 2,w oF��QO ?��C�J W Z O Z m 2 i¢,, p a W� Z 8 Q Z 0 2 0 w j m IFZaZjQQQO W K�Nwa'U !UXmm°ZO�62 W W <I UZ Q O H O w O~ U U� � °'z 2 8 H Z a 0"¢ t wi r=/ U m °z ? a 0 W 6 n z W w m P Z < g w 0 LL '0 ,wX0 ?'H ~�¢¢LL 'u =0wJ 1 U -w (� ~ w } rm} m 2 i ° x W Z w _ w 0 0 w 0 J w V a< 0 0F, Z Q m z Z U w w 1 w w2 W W ww =1 OUa OZ O/n .rn TOXmW Qwm a'O�J IU' }wF -0zw n W ZOQu } °U I'Z� mW �y Oal W}a Wa0wwOOW w 2 J m� W � X a W~ D O Q C r a W w Z 02 2 W m d LL 2 w LL U= O Q H F Z West ® East ® Total Main Level 1,396.14 1,543.63 2,939.77 Upper Level 1,141.411 0.00 1,141.41 Loft Level 146.001 0.00 146.00 Total existing GRFA 1 2,683.551 1,543.631 4,227.18 GiZFA CALCULATIONS GiZFA CALCULATIONS EX 1571 NG -UPPER LEVEL PLAN � EXISTING - MAIN LEVEL PLAN SGAALE: 1/8" = P -O" NORTH SCALE: 1 18" = 1' -0" NORTH MEEM 01 4 8 16 DESIGN REVIEW BOARD APPROVAL TOWN OF IJAIL' Date: March 20, 2013 Community Development Planner:wcampbell Department NOTE: NO GHANOES FROM PROJECT AS SUBMITTED ON 5/29/2012 AND APPROVED ON 61612012 (DRB #120123) U o0 N ti Cfl CO ate., U oX _ rnLL U L Q U) Q O 2 eo r co O CO 0 c) - 0 O O U C: O U) > �. ¢�O °W Z Mw1z a oP�wLL OJw �ma�a0 W= W W W = U w F W O_ Z L ou)LuL) W W u� U � aW =�Uw�¢ Oj °C�Owa Z H W-Z a~ U Z otQOwzQa O O U — UIU }xg=0 °OUD =z Q Z Q W m a0 Z} C7 Z } 0 Q ° 0 Z m 0 LL = C7 WZ wm O w wUU 0 z O a 0 x z w } z LL 0 a °�ED0 =�= O =w��mx�z z� >z��� U F- mrnaZra n a °waa3a w °w w } RF !ca m °� ZQZ JI- 1 Z .5-UH= (Z_7y xOzOU �?O W 2,w oF��QO ?��C�J W Z O Z m 2 i¢,, p a W� Z 8 Q Z 0 2 0 w j m IFZaZjQQQO W K�Nwa'U !UXmm°ZO�62 W W <I UZ Q O H O w O~ U U� � °'z 2 8 H Z a 0"¢ t wi r=/ U m °z ? a 0 W 6 n z W w m P Z < g w 0 LL '0 ,wX0 ?'H ~�¢¢LL 'u =0wJ 1 U -w (� ~ w } rm} m 2 i ° x W Z w _ w 0 0 w 0 J w V a< 0 0F, Z Q m z Z U w w 1 w w2 W W ww =1 OUa OZ O/n .rn TOXmW Qwm a'O�J IU' }wF -0zw n W ZOQu } °U I'Z� mW �y Oal W}a Wa0wwOOW w 2 J m� W � X a W~ D O Q C r a W w Z 02 2 W m d LL 2 w LL U= O Q H F Z (.' OZ - J D - LL Q F- u) W LV J V C� W � Z CD — W Q L) O p - J � D W > w J w O (� Q V J J O Q J V J ~ J J - H 0 N c - Q J M > T- o N w � LU ry N W � Z Cn 0 ww Uo E Z > LU N 0 a� N AC 2.0 EXISTING GRFA CALCS L-------------- - - - - -J NOTE: NO CHANGES TO THIS FLOOR LEVEL 6Rf=A CALCULATIONS RO`1=OSr==� Ui FER Lr=\/r=L PLAN SCALE: 1 /5" = 1' -0" NORTH GRFA GALGULATIONS PROPOS=� MAIN LEVEL PLAN SCALE: 1/8" = 1' -O" NORTH NC2 NOTE: NO CHANGES TO THIS FLOOR LEVEL 6Rf,4A CALCULATIONS FROFOSEI;) LOr-T LEVEL PLAN SCALE: 1/8" = 1' -0" NORTH Proposed GRFA Proposed Garage SEE EXTERIOR WALL AND ALLOWABLE BASEMENT GALGULATIONS ON SHEET AG 3.0 NOTE: THIS PROP05ED FLOOR LEVEL 15 NEW AND BUILT WITHIN THE EXISTING BUILDING LINE - NO NET GAIN OF GRFA (SEE BASEMENT CALCULATIONS THIS SHEET AND EXTERIOR HALL CALCULATIONS SHEET AG3.0) 6Rf=A CALCULATIONS FROFOSEO 5ASEMENT FLAN SCALE: I/8" = 1' -0" NORTH NOTE: NO NET GRFA GHANGES FROM PROJECT AS SUBMITTED ON 5/2q/2012 AND APPROVED ON 6/6/2012 (DRB #120123) DESIGN REVIEW BOARD APPROVAL TOWN OF VA1L Date:March 20, 2013 Community Development Planner: wcampbel l Department U C—) C-7) N ti Cfl CO ate., U oX _ rnLL U L Q U) Q O 2 00 r 00 O O cr, 0 O O m U c: O U) > ° . ¢O�J°w 2>W a W w z ¢ 'w _ wWw¢ ' wLL D w W = U W UOO _ LL W= J H ~ Z W p m Z c oaZwOZUw wOFZ<� W w m U W <w=g0,F- DDDF, wo_ z�w�a~3Z �°�F- o�QOwzQa z�,-Zw °a O U o — w Q Z Q m Z} Z O Q p w z W 0 0 = C7wQ0 WC7 }z �mO ww UU C9 = ° J� ~O o_Oi=Lzw oazQw0Ow° w?¢t -m_wF- } z LL W LL W D 0=_ 0 =w-o:W==z zw zc w U F- mWLLDr - LLW ¢°w¢LL3¢ w °w W } Ot W Q m m ° U) Z Q Z J H z LL U H=�( z_ 7 y x 0 z O U �? O W 2, W,7 >�OQ 0 ?��C� J W [L 0!Z �" OZm= !F ZQZ<<www W 0_uWj�w LL'U iUXW r�p ZO �wmW W �W Wz �Q(70 W W 0 ~UU�� °UOWO ZaZW WaiLLL <z?a0M �m,�p�H >Oai�J.Qw�J m Z w w m Z¢ W w 2 Y O LL . w U w m 2 i w,w F w >,.= z0 Q O w§ LL w¢ 0 p=LL ZO W w0U�z0 Wj V 0_¢ m z Z U W wW 1 w w 2 W w LL w T w U Q O Zz w z � O Q LL < J : mW H W X m W Z O m p 10} W - 0 z w w W Q }° . Z m cQ W ¢ w U z)W m >- m OW H W H W 2 J m m oX¢w ~00=Q�trQW LL zO== W 2 m 2 LL LL = W LL U Ix O Q H F Z West East ® Total Basement /Garage 0.00 Main Level 1,396.14 1,543.63 2,939.77 Upper Level 1,141.41 0.00 1,141.41 Loft Level 146.00 0.00 146.00 Total proposed GRFA 1 2,683.55 1,543.63 4,227.18 Proposed Garage SEE EXTERIOR WALL AND ALLOWABLE BASEMENT GALGULATIONS ON SHEET AG 3.0 NOTE: THIS PROP05ED FLOOR LEVEL 15 NEW AND BUILT WITHIN THE EXISTING BUILDING LINE - NO NET GAIN OF GRFA (SEE BASEMENT CALCULATIONS THIS SHEET AND EXTERIOR HALL CALCULATIONS SHEET AG3.0) 6Rf=A CALCULATIONS FROFOSEO 5ASEMENT FLAN SCALE: I/8" = 1' -0" NORTH NOTE: NO NET GRFA GHANGES FROM PROJECT AS SUBMITTED ON 5/2q/2012 AND APPROVED ON 6/6/2012 (DRB #120123) DESIGN REVIEW BOARD APPROVAL TOWN OF VA1L Date:March 20, 2013 Community Development Planner: wcampbel l Department U C—) C-7) N ti Cfl CO ate., U oX _ rnLL U L Q U) Q O 2 00 r 00 O O cr, 0 O O m U c: O U) > ° . ¢O�J°w 2>W a W w z ¢ 'w _ wWw¢ ' wLL D w W = U W UOO _ LL W= J H ~ Z W p m Z c oaZwOZUw wOFZ<� W w m U W <w=g0,F- DDDF, wo_ z�w�a~3Z �°�F- o�QOwzQa z�,-Zw °a O U o — w Q Z Q m Z} Z O Q p w z W 0 0 = C7wQ0 WC7 }z �mO ww UU C9 = ° J� ~O o_Oi=Lzw oazQw0Ow° w?¢t -m_wF- } z LL W LL W D 0=_ 0 =w-o:W==z zw zc w U F- mWLLDr - LLW ¢°w¢LL3¢ w °w W } Ot W Q m m ° U) Z Q Z J H z LL U H=�( z_ 7 y x 0 z O U �? O W 2, W,7 >�OQ 0 ?��C� J W [L 0!Z �" OZm= !F ZQZ<<www W 0_uWj�w LL'U iUXW r�p ZO �wmW W �W Wz �Q(70 W W 0 ~UU�� °UOWO ZaZW WaiLLL <z?a0M �m,�p�H >Oai�J.Qw�J m Z w w m Z¢ W w 2 Y O LL . w U w m 2 i w,w F w >,.= z0 Q O w§ LL w¢ 0 p=LL ZO W w0U�z0 Wj V 0_¢ m z Z U W wW 1 w w 2 W w LL w T w U Q O Zz w z � O Q LL < J : mW H W X m W Z O m p 10} W - 0 z w w W Q }° . Z m cQ W ¢ w U z)W m >- m OW H W H W 2 J m m oX¢w ~00=Q�trQW LL zO== W 2 m 2 LL LL = W LL U Ix O Q H F Z OZ - J D - LL Q F- ci) W LV J V C� W � Z CD - W Q L) O p - j � D W > LIJ J 0 U) Q V J J O Q J V J ~ J J H 0 N 1 — —I cM T— o N w or_ LU N W Z U) 0 W U W D E Z > w N 0o a� N AC 2.1 PROPOSED GRFA CALCS WEST - T.O. TC EL. 82 NEW 6/ T.O. SL EL. 82 L - J MOM 01 4 8 16 q L - J 01 4 8 I6 0 ® � 0 WEST - MASTER 00 T.O. TOPP I N6 _ 0 _ EL. 820q.0' - - - - — — — — — — I � I I I I I NEW GARAGE T.O. SLAB OIL EL. 8200.O' i 230.82 TOTAL I II rU-1 r - - -r MFI 2n] Mr F71 r - -rr -- li II II I II I II I II I II I II WEST - MASTER T.O. TOPP I NCB EL. 820x.O' NEW GARAGE OL T.O. SLAB EL. 8200.O' SOUTH ELEVATION SCALE: 1 18" = P -0" h�� BABEI's4ENT/6ARA6E FLOOR PLAN SCALE: 1 18" = P -0" 635 SO FT LINE D NORTH ELEVATION SCALE: I/8" = I' -0" I= ■ r -- I I I I I I L J .41 ------------ ------------- - - - - -- LINE OF 600 SO FOOT ALLOWABLE GARAGE NORTH 237.41 TOTAL WEST - MASTER OIL T.O. TOPPING EL. 820-1.0' NEW GARAGE T.O. SLAB EL. 8200.0' �I II II F' Ll L -J Exterior Wall Calculations Wall Total Buried East 288.02 South 237.41 _ West 288.37 North 230.82 1044.62 � u) Basement Calculations Basement SF 274.69 237.41 267.42 0 779.52 75% Allowable Garage 1 600.00 Other 1 246.69 846.69 x 75% = 635.00 635 SF allowable basement DESIGN REVIEW BOARD APPROVAL TOWN OF VAIL Date:March 20, 2013 Community Development Planner: wcampbell Department U orn a ti ( N fl C-0 atea It It U oX _ 0') LL L U L a U) CL O _ 00 ca Co 0 C: M -0 O CO 0 O mU O C O •� U) a > O¢p,U C7 Ww =f- UOw �j Z_ W2 w� W O¢ a 0❑ w ~i Z U2� W 0 , w J¢ U X O ❑ OE W W U x W 7 W O_ > ¢'D, U�J H �Z 20 of X of U O❑ W = LL- Z (n Z W ❑wwzwoFFO OZO-¢g W -,L fn Uf-ZUR W OHK K ¢ W =¢U W H¢ �j� =�Zd'�a rtx- U _ w Z H w Z 'L'L' O U Z o W C p a z U` ❑ LL' Q Q W Z Q a Z� Z a' j¢ J U p U J >_ W 2 2 0❑ U w x W ¢ ZLL(n¢>�LLZ X00 ~�z z< (f) Z O¢ ❑ LL Z U O W WZU J W ❑ W?¢F -¢] W F- % 0 z¢ LL O❑ LL X 3 J O x� S LL w W O w 0 0 Y¢¢ Y O - U O xwLo!cnx�z zx>z��� U � m rn 0- Z) F M 0 ¢❑ w¢ a3:¢ W p W w } O F M¢ m m ❑ 0 Z¢ Z J f- Q ¢ J W V) ❑ 2- W- a W o 0❑ 9 9 O z� O 0 O¢ O - >cnW FZ rn0- 0 W w . p❑ W 2 U ¢ w¢ J U) U H Z m x LL' (/7 H i¢ L) p Q O W. Z O Q Z p 0 s W j m iz UZF�U w rn¢UUZUm ,QZ>z¢¢w.2 = ir 2 WNEnWRv ' ~ � ¢xo W ❑o o O WOz2 r- 7:1 : W 5- 0 W ww¢w-¢❑ <W 2 2 W F W �0. F ww- n z U of of •;I=�_ xz� � ¢nozawof ~ w a}W lwOi0O0J¢JOzzr¢n?QO0az W , ❑W FZz'0uMx- � � LL J wO 2I- u- wx 2�ww0,D�w�y <2 W : :i i w x b z = z z o z 9❑ Q 0 Z O, a of O a W p"= Z W? F p Z w z W WW � �¢awwzQ.0 7 0 2 0 LLO X� W a LL m of 0 2 J n U f W W N W 0 0 00 0 ¢ Y IZm��O}U cn�}O ¢w Z0 W ¢ W W n❑ 0 z 0 =0_0 ❑¢ ~} O w X¢ w- O O p Q 2 oe ¢ w LL z x x W 2ro LLxW LL0(r Z C9 OZ _ J D - LL O Q � u) W W � J V V W � Z Way O pJ �JWa LU > W 0 Cn Q > J O a J V J - H O N o - a J M > T- O w or_ Lu ry N 04 N W O Z CD — 0 W L E `W^ v ) > W IX N �— 0) Z �o N aLO N AC 3.0 BASEMENT WALL CALCS CALC 0= 127'13'24" R= 20.00' L= 44.41' T= 40.31' C LEN = 35.83' BRG= N55'38'58 "W PLAT ,L= 127'13.4' L= 44.41' C LEN = 35.83' BRG= N55'39'W 1 CALL. SEWER MANHOLE 0140 STORM ,L= 10'36'12" MEAS RIM = 8202.6 GRATE 0' 10' 20' 30' R= 671.00' B SIS1OF ELEVATION INV I' CPP L= 124.19' FND PLAIN #5 REBAR 8199'1 02,s T= 62.27' 1 02'6 _ 0z,8 z,9 SEWER MANHOLE 0200 02.3 024 ' k- \�° ® S MEAS. RIM = 8203.0 C LEN = 124.00 MEAS. INV= 8189.6 BRG =S 66'06'06" W 1 S60'48 00 W 1.42 CALC. , - -' 02'7 x o3.1 R 0 W •' S60'48'W 1.42 PLAT , -''% 02,4 02.4 - \ PLAT 02.5 , ` ,L= 10'36.2' \\ G - G - G - � 03,2 R= 671.00' \RG\- I 03.3 �\ L= 124.18' �� G 025 1 03.4 T= 62.27 \' GR� 02.7 ' 02�� j 03 \ \\ C LEN =124.00 M \\• j�` - 02.7 BRG =S 66'06 W - / G / 6.0 �� 1`X`\03.7 r /G 04 03,8 i I 03,7 03. 03 Ax � i G CONIC 8 0 I / G ROCK ROCK I G/ 36 CURB 1.1 PLANTER j 8.0 I I ' FOUND #5 REBAR 1 04,4 r /G EDGE WITH YELLOW PLASTIC EDGE ASPHALT 03,4 03.4 j G G LANDSCAPE CAP PUSHED DOWN I C7 ° 3�/ 3 G ��' ON REBAR 04.5 * 04.6 T� G 1 � MARKED m 03,7 , j /G /G BURIED GAS LINE WOOD TIE 8205 CONC. PAN ,03'7/ G GRAVEL WOOD TIE 1 03.7 / 4 DRIVE �7 / FND #4 REBAR & ALUM. C7 CAP LS #30116 04.1,x,% ' /G/ 8205 { 5.5 M 041 G / G / 05.6 I 04.1 06 ROO F OVERHANG 06 WOOD TIE 14,0 DRIP LINE 06'7- I I O 0.5 G DIAMETER FOR SPECIFIC 06.9- 5,0 i 06.0 04.6 �' , G 07 1 12.0' 07.2 8 TREES 0 III _ 04.5 4.5 �'� 6.- 107,1 G WOOD 06.7 ROCK o.7xa 1 1 GRAVEL 25.9' 2.3'11 WALK 0.3x2 / DRIVE 06'2 -III- SHEDS -III 1 ® I I � IIII � IIII II III I UTILITY PED ' - - 06.7 07,1 -III 07,6 -T MIT- 11T �I 77I 1-i 1 r- 1�4 07s 0� EDGE ASPHALT - =1 I- III - III - III =1 =1 ill l f o I- III -I I� I 06.7 o.sx2 -L� wogq 0T13i� =o' �. 07,1 CALC �1 IL 11L- 111 _ Li zi I 1- I- -1 -I w �K� I- III -III- 1.8 I7_III N o 1.2 07,3 I 0= 22'30'42" - -I� N,TRY Ln 04 I R= 201.92' 08,31 D° WOOD TIE 0'7 0 o.s I * 07.s , i \ � 6' Ij 7.2" ' 0.7 I L =79.34 \\ 07.9 ° 1071711111 1 07,6 T= 40.19' 11 I C LEN =78.83 08.0 2,8.6' 2 �$ BRG = N 03'17' 37" W WOOD TIE CONC. ROOF OVERHANG PAD OVER �? 1.2 FND PLAIN #5 REBAR ENTRY N 090RY DECK BELOW FLAGSTONE I PLAT LOT 7 �i'___PAN colvc. x 07.8 ° 11.4' N L= 22'30.7 0.293 AC. 04 i R= 201.92' X 07.8 08.0 8.0' SPOT EL <2K> ROOF PEAK i L= 79.33' HOLY CROSS UNDERGROUND ELECTRIC 5 1 4.0' 08'6 8223.9' 09.0 1 C LEN = 78.84' R.O.W. EASEMENT (UNKNOWN IF RECORDED) \ 0a I i GAS i 09.2 BRG= NO3'17.7'W I METER 09.4 ENTRY 2 STORY 1 1 35.6' � I 6.4' FLAGSTONE DECK 08.9 WOOD FRAME o O9 1 \ x 08,3 \ice I HOUSE j 2 i I OVERHANG 2.0' 9"' 2 CP. \ x 08.2 1 I 08.4 2. 08.9 II O` \ i 11 Q UPENTIRY N I I I N \ 1 09.6 i 1.8 10.4 \ I I 25.0' 1 09.4 1 10.6 CP (p \ x 08.7 1 09.8 09,8 09.9 1 N �210 1 10.7 \ I I ENTRY _ _ I N I O \ 1 1 08.9 -- 1 1 2 I I 17.7 y O9 CONC. I I ENTRY DECK ROOF OVERHANG 1 /j 1 11.3 rn � \ ALL i i x 18,1 09.7 9.7' 09s i I u.a \ I SPOT EL STEPS 1 1 1 1 1 1 1_ 1 is 11.7 \ Os.4 32.4' 1 1 1 1 11 11 1 1 16._0' \ 1 10.5 10 11J_LL l � 31.7' ROCK (TYP) 12 AGI APPROXIMATE LOCATION OF UTILITY EASEMENT \\ (NOT DIMENSIONED ON PLAT) 41199 HIGHWAY 6 & 24, EAGLE -VAIL P.O. BOX 1230 EDWARDS, CO. 81632 (970)949 -1406 1ti iF oa LOT 8 LC• 1.0 2.0 FND 4' WIT. CRN. #4 REBAR & ALUM. CAP L.S. #26598 NOTES: 1) DATE OF SURVEY: 9/20/11 2) LAND TITLE CUARANTEE COMPANY COMMITMENT NO. V50029799 -3 DATED 11/30/10 WAS RELIED UPON FOR ALL TITLE AND EASEMENT INFORMATION. 3) 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 THE CERTIFICATION SHOWN HEREON. 4) BASIS OF ELEVATION: SEWER MANHOLE 0140 INVERT EL= 8192.5 (SEE DRAWING) 5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND ON LOT. 6) POSTED ADDRESS: 302 MILL CREEK CIRCLE. 7) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. 8) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. 9) 1' CONTOUR INTERVAL. 10) BUILDING MEASUREMENTS AND TIES TAKEN TO WOOD SIDING. X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER ua SPRINKLER VALVE 0 ELECTRICAL OUTLET LIGHT I GAS METER ® TV PED DESIGN REVIEW BOARD APPROVAL TOWN OF VAIL 1 Date:March 20, 2013 Community Development Planner: wc ampbe 11 Department IMPROVEMENT LOCATION CERTIFICATE I hereby certify that this Improvement Location Certificate was prepared for W. GRANT WILLIAMS that it is not a land survey plat or improvement survey plat, and that it is not to be relied upon for the establishment of fence, building or other future improvement lines. I further certify that the improvements on the above described parcel on this date, 9/20/11 , except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. Michael J. Post Colorado P.L.S. 30116 Date: SURVEYOR'S CERTIFICATE I, Michael J. Post, a Professional Land Surveyor registered under the laws of the State of Colorado, do hereby certify that this topographic survey was made by me and under my supervision, and that the survey is accurate and correct to the best of my knowledge. Michael J. Post Colorado P.L.S. 30116 Date: