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HomeMy WebLinkAboutDRB140131 Plans ApprovedZ_ Area of Change EXISTING PR0P0SEi7 SITE COVERAGE CALCULATIONS � SITE COVERAGE GALGULATI0N5 SCALE: 1/8" = I' —O" • s SITE COVERAGE rALCULATIONS: BUILDING AREA ROOF OVERHANGS > 4' 3133 38 50 50 FT FT TOTAL 51TE GOVERAGE 3191 50 FT NORTH Total site area 12,763.08 sf. Allowable site coverage of 20% equals 2,552.61 sf. Proposed site coverage is 24% or 3,139 sf which is a reduction in the non - conformity. Site exceeds allowable site coverage by 586.39 square feet. SGALE: 118" = I' —O" • s SITE G0VERA6E C ALGllLATI ON5: BUILDING AREA 3101 50 FT ROOF OVERHAN65 > 4' 38 50 FT TOTAL SITE GOVERAGGE 3139 50 FT NORTH These plans approved by the Design Review Board on May 21, 2014 Approved by the Design Review Board f l A By Warren Campbell at 1:18 pm, Jun 12, 2014 U o-M N ti Q0 co _ U 0 NJ- o X U L a Q O 2 co 00 O C O c) co X O O mU C: O U) > O Q F w , 0 W W MwZ a oZ X= w�iw, Z. W § U D W_, W W 2 U W > Q tL K <n = H Z fn O to p W Z W O H V O z 0¢ g W -10 W UHZ W MOUZ�-'� -' IY Qw=q�Uw�¢ a c=7 pIY�Owz�1 O�rnma¢ OO¢Um -Qa zUZIYO U 0 00000Z Q ZW 7 ;E ", U W W H W IY 0 Z LL OZ o 0 0 F,� z _ om<go g )'Z Omomwu� mW p Un LU rn l-0 dQPXtzW wwz WOW WO wz¢f -mwH > O Z W E W O .� W� � 0 2� 2 CL 5?w W OwHzo }¢¢ }O -U O 2W WMwz zm >ZW W W U m w a Z r a n ¢ o W¢ a 3¢ O F- CoaJ w ow' zQz �U_ 0 U W U 2 0 z Z W 9 U F J J 2 1- z9w- I-x�C9 WWJx0zOU LO W O> OOU50z W 0w< ' OO m 7OOQ �Q O(n Ui Z m2 iQOU0 �ZOQZ0�C7w�m izOzzPHC7g0WM W zUm ~n HdWz0u0io W <0<2 ,wzZ,Q�FWU�FWmWUO !i_ 0-Z <LLU g.5zZao� �m°m�p�P}O0j���Q nmJ :W�wzWUmFZamw2 XOw 'OmWxOjW ~JQQLLWt FJ I W U W �(��~ W W }cG }X <3: ! O 2 l- Z O O W O O !Uz02�=aQap2OOZWviw 1 w W� W W w W= 0 U' < W W 0 W v~iMwMWOxaiW ¢wm�OU�w z m 0 � 0} O F- W � a O 0 w¢ W W i�Wp UFZO'la Op D¢ ~�Ow : X¢ W- O O O Q 2 X Q W W Z 2 2 W MCW0 ML2W W UIY OQHH Z (.' OZ - w o - J N_ LL W a C/) LU LV J Z U W(M) � L Z C' — w E O p J z Fn = a W > W � J O Cn — a V J J O a_ J � J ~ J J 0.j N oa — M > N � w o r N_ 00 W N ry O Z L U) W E Q D z o AC 1.0 SITE COVERAGE CALCS 6Rr-A CALCULATIONS EX 1ST 1 NG - LOFT LEVEL PLAN SCALE: I/8" = I' -O" Nor 171707707 ,i: NORTH Existing GRFA &Rf=A CALCULA71ONS GRfA CALCULA71ONS X 1571 NG - UPPER LEVEL PLAN EX 1ST 1 NG - MAIN LEVEL PLAN SCALE: 1/8" = P -O" NORTH SCALE: I /8" = 1' -0" NORTH " MM O 1 4 8 I6 O I 4 8 16 Approved by the Design Review Board TOWN OF CIA { L By Warren Campbell at 1:18 pm, Jun 12, 2014 U C-:) -M N ti - ",1- U 0 o X _ rnLL U L Q U) Q O 2 00 00 0 C O co co X O O mU C: O U) > O ¢ O WRL ��wZV¢ a o = w�w, zo W § 0 D W-WW W 2 U w H XO _ > Q p (LL K UW U) = O z W j %U , W R U 0 Zm �0o ¢ - m g a m aWMg0WWP =z c=7 WOwz�Y OWrnoa¢ O Q m- Q a Z m z W U ,t �wU 00000Z Q ZW 7J ~�F- WH W WUZ� LL° 000 �Z = (DQn QO�cz9 )-Z Omg WwwL) C7 mzorn�u��0 aU�=�ZW WaZ W OW W❑ W ZQf-m WH > �Za" -U�p.� ��Z) 02 2 CL iW W O W D 0 0 }¢¢} O- U O xW�WUxmz zm >zwmw U F- mUd71 -LL n a0W <0- O 1- �Q- w o-U�) -Z Zz U m LL U 2 U Z Z W U J J 2 a-0",O> OOfn(nU LLOm� ' OO pWp 7U Oa �Q Om�O Z m2 iQ0U0aW �ZOQZ<8 0z �m izOZ�HC7g WU) zUm !I DX 1W SWZOW O�?Q�Qp C6 2 DX z Q W U w m w m O o M. Ld zWUmFZam Uw 'ICOmU W �XO(��jW ~ I,W Z0< M-1J W }cG } <W 3: !W 57 02LLzOUWUOU ~Z0UW -lO a m z O O Z W M 1 W W� W W LL W= U U' V Q O z O W :U) H(n F- W OX aiW ¢ W rn 00UMW z m W � O} 0 W � a O g W a W W i o V F z a 00 D¢~ O w X Q W- O O Q a W LL Z 2 2 : W 2 m� 2 d LL 2 W LL O� O Q H H Z West East Total Main Level 1,396.14 1,543.63 2,939.77 Upper Level 1,141.00 0.00 1,141.00 Loft Level 146.00 0.001 146.00 Total existing GRFA 2,683.14 1,543.63 4,226.77 Percentage of existing GRFA 63.48% 36.52% 100.00% &Rf=A CALCULA71ONS GRfA CALCULA71ONS X 1571 NG - UPPER LEVEL PLAN EX 1ST 1 NG - MAIN LEVEL PLAN SCALE: 1/8" = P -O" NORTH SCALE: I /8" = 1' -0" NORTH " MM O 1 4 8 I6 O I 4 8 16 Approved by the Design Review Board TOWN OF CIA { L By Warren Campbell at 1:18 pm, Jun 12, 2014 U C-:) -M N ti - ",1- U 0 o X _ rnLL U L Q U) Q O 2 00 00 0 C O co co X O O mU C: O U) > O ¢ O WRL ��wZV¢ a o = w�w, zo W § 0 D W-WW W 2 U w H XO _ > Q p (LL K UW U) = O z W j %U , W R U 0 Zm �0o ¢ - m g a m aWMg0WWP =z c=7 WOwz�Y OWrnoa¢ O Q m- Q a Z m z W U ,t �wU 00000Z Q ZW 7J ~�F- WH W WUZ� LL° 000 �Z = (DQn QO�cz9 )-Z Omg WwwL) C7 mzorn�u��0 aU�=�ZW WaZ W OW W❑ W ZQf-m WH > �Za" -U�p.� ��Z) 02 2 CL iW W O W D 0 0 }¢¢} O- U O xW�WUxmz zm >zwmw U F- mUd71 -LL n a0W <0- O 1- �Q- w o-U�) -Z Zz U m LL U 2 U Z Z W U J J 2 a-0",O> OOfn(nU LLOm� ' OO pWp 7U Oa �Q Om�O Z m2 iQ0U0aW �ZOQZ<8 0z �m izOZ�HC7g WU) zUm !I DX 1W SWZOW O�?Q�Qp C6 2 DX z Q W U w m w m O o M. Ld zWUmFZam Uw 'ICOmU W �XO(��jW ~ I,W Z0< M-1J W }cG } <W 3: !W 57 02LLzOUWUOU ~Z0UW -lO a m z O O Z W M 1 W W� W W LL W= U U' V Q O z O W :U) H(n F- W OX aiW ¢ W rn 00UMW z m W � O} 0 W � a O g W a W W i o V F z a 00 D¢~ O w X Q W- O O Q a W LL Z 2 2 : W 2 m� 2 d LL 2 W LL O� O Q H H Z (.' OZ - W o - J N_ LL W Q C/) W W J U W(M) � Z C' - W O p J Q D Fn = Z Q W > W � J O Cn — Q V J > J O Q J V J ~ J J - O N c — Q J M > N � W o r N_ 00 W N C) Z L U) W E Q D Z 0 D AC 2.0 EXISTING GRFA CALCS GRFA CALCULATIONS PROPOS�l7 UPPER LEVEL PLAN 50ALE: 1/8" = 1' -0" NORTH i M009 O "I M94 8 I6 GRFA CALCULATIONS PROPOSEn MAIN LEVEL PLAN 5GALE: 1/8" = 1' -O" NORTH r� LJ GRPA CALCULATIONS PROP05Ef7 LOST LEVEL PLAN SCALE: 1/8" = P -O" NORTH Allowable GRFA Lot size .46 of 10,000 .38 of 2763.08 Allowable GRFA 40% of Allowable GRFA 60% of Allowable GRFA Proposed GRFA 293 Acres 12,763.08 4,600.00 10, 000.00 1,049.97 2,763.08 5,649.97 12, 763.08 2,259.99 3,389.98 3,040.46 1,957.25 14,997.71 53.8% 34.6% 188.5% Remaining GRFA 652.26 sf SEE EXTERIOR WALL AND ALLOWABLE BASEMENT GAL-GULATIONS ON SHEET AG 3.0 6Rf=A CALCULA71ON5 PROPOSES 5ASEMEN7 PLAN SCALE: 1/8" = I' -O" NORTH o I 4 8 I6 Approved by the 0 1 Design Review Board TOWN OF VA l L By Warren Campbell at 1:18 pm, Jun 12, 2014 U of N ti - ",1- U 0 o X _ rnLL U L Q U) i✓ CL O 2 00 00 O C O c) co X O m U O C: O U) > ¢�O °W gw1ZVO¢ a Z U, 0 Z U D W n w U LU p a Z w O H V W J(A W UHZw� Q w 7 w0 2 0U Q W 0 U O U H W F x ¢ ?w» W. �U1Q� LL� Z< w zZ , Z O Q C7n < 2 � 2), C7 m W 0 U) W n F- 0 a Z W 0 C) W❑ > Z¢ W c� M3: CL ?W W OwO00 O x W t W o Y ' Z U F- MWdZhd0 WW Z U � x o�wL, Z)`W'o ZZ np to Z O Z Q OI-Z x(S � W >�a °E�Wa❑ �(/) O� Z 0000Z x 00 Z LL Z co0WW ODU OFxtZW z¢�-mW� 3�O:E Q Q Y 0 U O W Q d Q O w a lo- Co i° , m ow' z �WQ x 9UF J J_ iQZW o U� OZZ W .d= °zr°n� =o o � >o 0 oQ¢ O gx Zv p"Zm < w�zo °0w i0,o Za. K">Z m gWU�¢O zUm Zi Uw O?a�Qo W �wZ�Q�wwU��wx�O icnir�o�� }O�j J�<Qcn�� :x�nzWUmFZ¢U �0 W XOj'H ~JQ¢LL W��J w. 2-.?St,wW,M<>'3:�� !OxW ZOUWUOU ~Z §OW-�O ! U w O 0 W, x a Q m Z O r Z w 0 W RW,WW,WxWg5Q8Z0wz- v~i�w��OXaiwQwmx�2W z m 0} O� a O 0 w Q W w i�ovFZ��rapx¢ ~�Ow X¢ w— 0 0 0¢ 2 x¢ w W Z x x : W �[D�MdW xW W U�OQHH Z West East Total Basement /Garage W - 208.16 o - 170.40 - 378.56 Main Level 1,419.56 1,556.08 2,975.64 Upper Level 1,662.19 571.57 2,233.76 Loft Level 166.871 0.00 166.87 Total proposed GRFA Percentage of allowable GRFA _3,'&8-62 -W-510% -U-6M. 5;3-27 x-1670 3,040.46 1,957.25 14,997.71 53.8% 34.6% 188.5% Remaining GRFA 652.26 sf SEE EXTERIOR WALL AND ALLOWABLE BASEMENT GAL-GULATIONS ON SHEET AG 3.0 6Rf=A CALCULA71ON5 PROPOSES 5ASEMEN7 PLAN SCALE: 1/8" = I' -O" NORTH o I 4 8 I6 Approved by the 0 1 Design Review Board TOWN OF VA l L By Warren Campbell at 1:18 pm, Jun 12, 2014 U of N ti - ",1- U 0 o X _ rnLL U L Q U) i✓ CL O 2 00 00 O C O c) co X O m U O C: O U) > ¢�O °W gw1ZVO¢ a Z U, 0 Z U D W n w U LU p a Z w O H V W J(A W UHZw� Q w 7 w0 2 0U Q W 0 U O U H W F x ¢ ?w» W. �U1Q� LL� Z< w zZ , Z O Q C7n < 2 � 2), C7 m W 0 U) W n F- 0 a Z W 0 C) W❑ > Z¢ W c� M3: CL ?W W OwO00 O x W t W o Y ' Z U F- MWdZhd0 WW Z U � x o�wL, Z)`W'o ZZ np to Z O Z Q OI-Z x(S � W >�a °E�Wa❑ �(/) O� Z 0000Z x 00 Z LL Z co0WW ODU OFxtZW z¢�-mW� 3�O:E Q Q Y 0 U O W Q d Q O w a lo- Co i° , m ow' z �WQ x 9UF J J_ iQZW o U� OZZ W .d= °zr°n� =o o � >o 0 oQ¢ O gx Zv p"Zm < w�zo °0w i0,o Za. K">Z m gWU�¢O zUm Zi Uw O?a�Qo W �wZ�Q�wwU��wx�O icnir�o�� }O�j J�<Qcn�� :x�nzWUmFZ¢U �0 W XOj'H ~JQ¢LL W��J w. 2-.?St,wW,M<>'3:�� !OxW ZOUWUOU ~Z §OW-�O ! U w O 0 W, x a Q m Z O r Z w 0 W RW,WW,WxWg5Q8Z0wz- v~i�w��OXaiwQwmx�2W z m 0} O� a O 0 w Q W w i�ovFZ��rapx¢ ~�Ow X¢ w— 0 0 0¢ 2 x¢ w W Z x x : W �[D�MdW xW W U�OQHH Z (.' OZ - W o - J N_ FL W Q C/) W W J Z C� W(M) � L Z C' - W D O p J Z Fn = Q W > W � J O Cn — Q V J > J O Q J V J ~ J J — O N O — -I M > N � W o r N_ 00 W N ry C) Z L U) W D Q Z o AC 2.1 PROPOSED GRFA CALCS WEST Ail B.O. STRUC EL. 8208.E NEW GARA T.O. SLAB EL. 8200.0, ii 415 TOTAL _J L - J 5GALE: 1/8" = I' -O" 01 4 8 16 EAST ELEVATION 5GALE: 1/8" = 1'-0" MEM 01 4 8 16 41? TOTAL ii J- J WEST - MASTER T.O. TOPPING EL. 8206.0' NEW GARAGE T.O. SLAB EL. 8200.O' NORTH ELEVATION 5GALE: I18" = P -O" 245 TOTAL SGALE: 1/6" = 1' -0" F�i L -J 01 4 8 I6 Approved by the Design Review Board TOWN Of VAI L I By Warren Campbell at 1:18 pm, Jun 12, 2014 WEST B.O. STRUGT EL. 8208.8' NEW GARAGE T.O. SLAB EL. 8200.0' Exterior Wall Calculations Wall (Total East South West North 417 245 415 458 1535 Basement Calculations Basement SF Buried 400 245 394 257 1296 84% Allowable Garage 1 600 Other 1 784 1384 x 84% = 1,163 1,163 SF allowable basement n E W W U) O K Q 2 Q } O U U (-=) -M a N ti CO (. te a., d It °a :ta LL U L a U) CL O _ 00 L0 ca 00 0 C: M -0 O cr, - X O O mU C O U) a > z U ¢ 0, U 2ZCn �n'� U U W Z U O¢ d Z UL2L LL U H UpWI?W U 0 W Z W � O L F U � d - < W M U F w W Q Z H W Z' 1 U? OLL =OUW¢WO U p U >� N W2_= ZircnQ3�LL°z Z Z O (DaQ0�C7 }z paZ OW 0 W W p LL� zW0W0 - W Z NZ Z 1- m(naZ) i- ar� n C7 w W Z (n 2 O K LL U H Q U d z UW�X0 Z , U W z0�Q� j co K d 101-2 K � m W a, Z HZ (if =)Q O O O Z w F W O O z LL Z p O U O W W U U O1- 21= Z W z Q to W f O = F = Q Q } O U :of >zoe Ir p W Q d3: Q W p W W } P., am m p Z_ Q J H ¢ ¢ z W n p 2- W - ' 0 W O E O p O D U Z uS o O O )LL uQ�On 1 OZJ Q W I W 21 Q , U<)08m- JO W LL�zO-80Ua i Q U z¢ W Z U¢ Z O m IZ OZ -H U' � W (n ¢U 2t =F'D) 2�oWa'N(nXRU 10i F, M<i W?pU p0 W Q�a� U X d m o z o� w N W Ij W U z W io H W U F p O ¢Z =U)WO3jUS -- vQO H p LL Z 2 Q ILLi. to U Q Z Z a 0U Q W- W 1- W U W =gyp - ¢ p W W UH(nJ 1 d- W X O F I- F J Q Q! 1- W X W_ J IWWUwW.OSL,WD.}2, } -<�J� iW� =�Z��=z¢ozapQo a o In -¢ W U 2,-- Z W Q O Q O z W W - U U` z Q )�=oxooO -F-WQ W w�0 W n H U H w w W w W p m o << e ) U' } W F O z w o w Z O Q LL} p U )ZmZ)p }O[nJ ¢IOy,Q W ¢ W W 'F W QS W Fw�� 2U U)2}i UCC J = d X¢ W~ O O= Q LL' Q W W Z 02 2 W 2 r W2W W U(YOQHF- z� d- OZ C) - J N O U. W O aC/)W � d- W � J V Z V W � Z C� - W E O p j Z W > W j 0 - Q V J J O a JV J ~ ~ � J J - O N o — Q J M > N d- C) W r N 00 W N d- 0 Z W E D Z AC 3.0 BASEMENT WALL CALCS CALC A= 127'13'24" R= 20.00' L= 44.41' T= 40.31' C LEN = 35.83' BRG= N55'38'58 "W PLAT A= 127'13.4' L= 44.41' C LEN = 35.83' BRG= N55'39'W 1 CALC. SEWER MANHOLE 0140 STORM A= 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 , ` A= 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 ' 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' 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 I-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 �L11 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 coNC. x 07.8 ° 11.4' N A= 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 I 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 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. 1 I ENTRY n 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' 11 1 I 11 11 I I 16._0' \ 1 10.5 10 11J_LL l 1 � 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 ti�,,, 12 CP LC• ,� W 5' PLP� 5, S762_ 1, W 125 9 LOT 8 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 Approved by the Design Review Board TOWN OF VA I 1 By Warren Campbell at 1:18 pm, Jun 12, 2014 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: PROJECT DESCRIPTION DEMOLISH AND REBUILD -1-76 SQUARE FEET (50%) OF THE EAST DWELLING UNIT. ADD GARAGE BELOW REBUILD AT MAIN LEVEL AND ADD UPPER FLOOR LEVEL ABOVE. ALL TO BE WITHIN THE SAME FOOTPRINT AS THE EXISTING. OTHER MINOR INTERIOR RENOVATIONS TO BOTH DWELLING UNITS. SITE INFORMATION: LOT 7: TOV ZONING: SITE COVERAGE CALCULATIONS: .2q3 ACRES = 12,163.08 SF (EXISTING NON- GONFORMIN6 SITE) TWO FAMILY PRIMARY SEGONDARY RESIDENTIAL ALLOWABLE SITE GOVERAOE 20% OF LOT SIZE = 2,553 50 FT EXISTING SITE GOVERA6E 3, 191 50 FT SEE SHEET AG 1.0 (EXISTING NON- GONFORMIN6 SITE) PROPOSED SITE GOVERA6E 3, 139 50 FT SE SHEET AG 1.0 (EXISTING NON- 60NFORMIN6 SITE) SNOW STORAGE 51TE NOTES: I. PROJEGT HAS PREVIOUS ORB APPROVAL: ORB #: 120123, ON 0310612014 AND EXISTING BUILDING PERMITS: PERMIT #: B15 -0242 - WEST UNIT PERMIT #: B15 -0243 - EAST UNIT SEE SHEET A1.1 FOR ADDITIONAL INFORMATION, I NGLUD I N6 NOTES, 2. TOP AND BOTTOM OF WALLS AND SAVE HEIGHT AT AREA OF ADDITION. TOP06RAPHIG $ SURVEY DATA TAKEN FROM DRAWING TITLED 2. "IMPROVEMENT LOCATION GERTIFIGATE, TOPOGRAPHIC, SURVEY, LOT 7, BLOCK I, VAIL VILLAGE FIRST FILING, TOWN OF VAIL, EAGLE COUNTY, GOLORADO" PROVIDED BY: EAGLE VALLEY SURVEYING, ING. 41 Iq9 HIGHWAY 6 $ 24 EAGLE VAIL, GO P.O. BOX 1230 EDWARDS, CO. 81632 q70 -q4q -1406 SURVEY DATE: q/20/2011 JOB #: 2482 SEE TOPOGRAPHIC, SURVEY FOR ALL SURVEY INFORMATION NOT 3. SHOWN ON THIS SITE PLAN. EXTERIOR MATERIALS - SEE ELEVATIONS ON SHEETS A3.0, A3.1 AND 4. A3.2. EXISTING SPRINKLER SYSTEM TO BE REGONFI6URE AT NEW 5. DRIVEWAY PAVED AREA 2,285 50 FT PROTECT ALL EXISTING TREES TO REMAIN ON SITE PRIOR TO ( IN TOV RIGHT OF WAY 822.5(4 50 FT) 6. START OF GONSTRUGTION AND MAINTAIN PROTECTION ALL (WITHIN LOT 13OUNPARY 1,445.22 50 FT) THROUGH GONSTRUGTION. x 30% = REQUIRED SNOW STORAGE 685 50 FT PROJEGT ADDRESS: SNOW STORAGE AS SHOWN >1,000 50 FT 7. 302 MILL GREEK GIRGLE WITHIN LOT BOUNDARY VAIL, GO 81657 ALL FINISH GRADES TO DRAIN AWAY FROM CONTACT LIST OWNER PENNY WILLIAM5 302 MILL GREEK GIRGLE VAIL, COLORADO 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 GENERAL CONTRACTOR MGGORD GONSTRUGTION EAGLE, GO 81631 TEL: q70- 376 -1075 FAX: q70- 328 -2045 EMAIL: TOM MGGORD - mccordcon5truction @)hotmail.com STRUCTURAL ENGINEER KRM CONSULTANTS, ING. PO BOX 4572 VAIL, GO 81658 TEL: q70- q4q -9381 FAX: q70- q4q -1577 EMAIL: KIMBERLY McOHEE, PE - krmokrmcon5ultont5.com SEWER MANHOLE 0140 MEAS RIM = 8202.6 INV= 81(42.5 BASIS OF ELEVATION 2, LANDSCAPE CALCULATIONS 8. BUILDING. ) I GAS I INETURAL EAST ENTRY WALK 415 SO FT NEW SOD AREA - EAST PATIO 372 50 FT REMOVE EXISTING GRAVEL, PREP SOIL FOR WEST PATIO 436 50 FT AND LAY NEW SOD WEST ENTRY WALK 215 SO FT TOTAL GORE AREA 1,558 50 FT EURIED GAS LINED = Iq% OF LANDSCAPE AREA GPS /GS/ ROOF HEIGHT \\ 32' -10 3/4" SEE SHEET A3.0 - NORTH ELEVATION i 0.3X2 • • EXI5TIN6 LANDSCAPED AREA LOT SIZE 12,165 50 FT GRAVEL DRIVES - 1, 161 50 FT SITE COVERAGE - 3, 191 50 FT EXISTING LANDSCAPE AREA 8, 405 50 FT = 66% OF LOT PROPOSED LANDSCAPED AREA LOT SIZE 12,763 50 FT PAVED DRIVES - 1,462 50 FT SITE COVERAGE - 3, 139 50 FT PROPOSED LANDSGAPE AREA 8,162 50 FT = 64% OF LOT GORE AREA EAST ENTRY WALK 415 SO FT NEW SOD AREA - EAST PATIO 372 50 FT REMOVE EXISTING GRAVEL, PREP SOIL FOR WEST PATIO 436 50 FT AND LAY NEW SOD WEST ENTRY WALK 215 SO FT TOTAL GORE AREA 1,558 50 FT EURIED GAS LINED = Iq% OF LANDSCAPE AREA GPS /GS/ ROOF HEIGHT \\ 32' -10 3/4" SEE SHEET A3.0 - NORTH ELEVATION i 0.3X2 • • 0.5X2 REOU I RED PARK I N6 SPAGES 5 SPACES INDOOR o EAST GARAGE 2 SPAGES EXTERIOR @ WEST 2 SPAGES LINE OF CONSTRUCTION EXTERIOR @ EAST 1 SPAGES DISTURBANCE FENGING REMOVE EXI5TIN6 GRAVEL, GRFA CALCULATIONS: REPLACE w /ASPHALT ON ROAD BASE VERIFY EXISTIN6 SUB BASE ALLOWABLE 6RFA .46 X 10,000.00 50 FT 4,600.00 50 FT .3b X 2,163.08 50 FT 1 , 049.91 50 FT EXTEND EXI5TIN6 PARKING AREA ALLOWABLE 6RFA 5 , 649.91 50 FT TO ACCOMMODATE (2) (4'XI (4' PARKING SPAGES EXI5TIN6 GRFA 4,226.11 50 FT SE SHEET AG 2.0 HOLY GROSS UNDERGROUND ELEGTRIG R.O.W. EASEMENT (UNKNOWN IF RECORDED PROPOSED GRFA 5,316.21 50 FT LEGEND SEE SHEET AG 2.1 WEST UNIT (58 %) 3,248.62 50 FT EAST UNIT (38 %) 2,121.65 50 FT NEW PLANTING - SHRUBS: 3 POTENTILLA 5 GAL ALLOWABLE GRFA 5, 316. 21 SO FT - TREES: 3 ASPEN MULTI -STEM CLUMPS 2 -1/2" MAIN STEM GARAGE 600 50 FT EXISTING CONIFEROUS TREE AND APPROXIMATE TRUNK DIAMETER V I G I N I TY MAP (LARGE TREES AT NORTH ALSO HAVE APPROXIMATE DRIP LINE INDICATED) rw . EXISTING DECIDUOUS TREE AND APPROXIMATE TRUNK DIAMETER 6J✓�raY�. EXISTING CONTOUR PROP05ED CONTOUR EXISTING EDGE OF ASPHALT REMOVE EXISTING WOOD TIE GURB EXISTING GONGRETE PAN 7 0. SAN05ET GONG PAVER PATIO N DOWNSPOUT FROM ABOVE TO CONCRETE SPLASH BLOCK GRADE 41 APPROXIMATE LOCATION OF UTILITY �`kJePRC EASEMENT (NOT DIMENSIONED ON PLAT) p NEW EXTERIOR RECESSED LIGHT - 3 AT SOFFIT OF NEW SHED ROOF AT GARAGE M EXTERIOR WALL MOUNTED FULL GUT OFF LIGHT FIXTURE TO NEW 4 TO \ ,I REPLACE EXISTING LIGHTS / - 3 NEW; (1) WEST UPPER DECK, (2) EAST PATIO - 4 REPLACES; (2) WEST MAIN, (1) WEST UPPER, (1) EAST ENTRY - EE PLANS a NEW STEP LIGHT - 3 AT EAST ENTRY AREA LOT 6 EXI5TIN6 SPRINKLER VALVE PROVIDE PROTECTION FENGING FOR EXISTING ELECTRICAL OUTLET EXI5TIN6 TREES - CONTRACTOR TO WORK WARBORIST TO PROTECT AND PRESERVE EXISTING TREES ' EXISTING SITE L16HT O` \Q- 0 �' PROVIDE PROTECTION FENGING FOR / EXISTING TREES - CONTRACTOR TO vq/ARBORI5T TO PROTECT AND PRESERVE E ISTN6 TREES 02. i 3P5/ EXISTING EDGE OF LANDSCAPE NEW CONCRETE TOPPING AT EXI5TIN6 DECKING AT ENTRY AND MAIN LEVELS DRAWI N6 INDEX: A 1.0 SITE PLAN A 1.1 LARGE 51TE PLAN @ ADDITION A 2.0 BASEMENT /6ARA6E LEVEL PLAN A 2.1 MAIN LEVEL FLOOR PLAN A 2.2 UPPER LEVEL FLOOR PLAN A 2.3 LOFT LEVEL PLAN A 2.4 ROOF PLAN A 3.0 NORTH AND EAST BUILDING ELEVATIONS A 3.1 SOUTH AND WEST BUILDING ELEVATIONS A 3.2 PARTIAL WEST AND EAST BUILDING ELEVATIONS AG 1.0 SITE GOVERA6E GALGULATIONS AG 2.0 EXISTING 6RFA GALGULATIONS AG 2.1 PROPOSED GRFA GALGULATIONS AG 3.0 EXTERIOR WALL/BASEMENT GALGULATIONS OF I SURVEY SEE SHEET A1.1 FOR FURTHER INFORMATION IN TH 1 S AREA EXISTING SEWER MANHOLE PROVIDE I'ROTEGTION FENGING FOR EXISTING TREES - CONTRACTOR TO WORK WARBORIST TO PROTECT AND PRESERVE EXISTING TREES )4 I I I EXISTING GONGRJTE GURB TO 05 REMAIN "�✓s.. EDGE OF EXISTIN ASPHALT LINE OF CONSTRUCTION DISTURBANCE FENGING PROVIDE PROTECTION f FENCING FOR EXISTIN6 (l TREES - CONTRACTOR TO r WORK WARBORIST TO fit PROTECT AND PRESERVE rnEXI5TIN6 TREES i m All o � O I EXISTING GONGRETE PAN SITE 4 LANDSCAPE PLAN 01 10, 1 1 • i Approved by the Design Review Board TOWN OF " VAIL By Warren Campbell at 1:18 pm, Jun 12, 2014 tm P11 U o0 a CV ti CO Q0 cn ~ 4 d It -0 °a LL i L a CL O _ 00 CO Ca o0 0 I: M -0 co O m X O 0 O C O •� U > ° OapWU C7 W W z- Wz')Z< a WO3'H�'1 ZU� av w vaZ ° U i W W U = J W' W O > ¢LL� n� J I- '-zau.°in w ow`, °wow = ozo�Z� % Ja?WRz_c~i§ wojz <� U Z H W U Z m O -'K O °0 C)x- d Z�Z� ¢ JLL= a W Q 0-00,z U °� W0= W ¢ Z a w a = =f O O ~� z z¢ O z y z O a ° o , z W W?aow0- m0 IL Q Wz W KUJ > ° W W ° W? ¢F - m = W a W ° z W LL ? a a� � O M WOwo0 OF - U Z O = W ~LL'n =(if Za' >Zoe �a U �m mDlF -mn f_ - ¢°W¢a�a Li W ° W W O� F F-'0 < 1:10 °� Z<Z z JH J W - ° 2 O p a 0> O O O U= O z 0 x z a 0_ > O 0 a O Z O p z o w a Fes° W J�(/7HZJ W_ Olm - JOwLL�°Z ij�`nOa� m Z Qz H�1 W2 W (n OW W zUmF- =FZaZjao�oWNnW�U LUW'F, w?�woow0z Qo WUWZmoZOaw0,10Nno H W U E ° o¢O°- c=i�w °�o =gam °vQOi� Q~ p a Z 2¢ iLLi. U U Q Z Z d C7wa W ° W�-O`nJJ N Q�a� Z a.¢(nZ W uimU� -a ° VjW w W2='0 W U= 2 J Wdawa0 =N ~JaaLLw EJ ° W � U W U� U� (nF - -� W W �_ _� Z W= z Q 0 z a° Q O X� S LL Z O U W U 0 H Z O F J N a o U F z¢ W O O z W m Q O Q O z W tzi� ¢ Q= 0 2° 0 X Uj a w 0 W ,Wn - F -WWWWW ° m O U� J zzmWDoz~w >QWzwQWW 2 F w Q Z w F w� OJ 2� 00 =�" a WJWa ¢xaw ~oo °a�ZawWZz= ? W 2 m 2 a w x W w U Of 0¢ H�- OZ U. _ J aC/)W W J L L p j O LU > j 0 U) J - V Q J O a JV J ~ � J J ~ N - � O O J M > N d- o W r N 00 W N O W � Q E Z3 Z A 1.0 SITE PLAN EXISTING TV PARKING E PEDESTAL HOLY GROSS UNDERGROUND ELEGTRIG R.O.W. EASEMENT (UNKNOWN IF RECORDED PROPOSED GRFA 5,316.21 50 FT LEGEND SEE SHEET AG 2.1 WEST UNIT (58 %) 3,248.62 50 FT EAST UNIT (38 %) 2,121.65 50 FT NEW PLANTING - SHRUBS: 3 POTENTILLA 5 GAL ALLOWABLE GRFA 5, 316. 21 SO FT - TREES: 3 ASPEN MULTI -STEM CLUMPS 2 -1/2" MAIN STEM GARAGE 600 50 FT EXISTING CONIFEROUS TREE AND APPROXIMATE TRUNK DIAMETER V I G I N I TY MAP (LARGE TREES AT NORTH ALSO HAVE APPROXIMATE DRIP LINE INDICATED) rw . EXISTING DECIDUOUS TREE AND APPROXIMATE TRUNK DIAMETER 6J✓�raY�. EXISTING CONTOUR PROP05ED CONTOUR EXISTING EDGE OF ASPHALT REMOVE EXISTING WOOD TIE GURB EXISTING GONGRETE PAN 7 0. SAN05ET GONG PAVER PATIO N DOWNSPOUT FROM ABOVE TO CONCRETE SPLASH BLOCK GRADE 41 APPROXIMATE LOCATION OF UTILITY �`kJePRC EASEMENT (NOT DIMENSIONED ON PLAT) p NEW EXTERIOR RECESSED LIGHT - 3 AT SOFFIT OF NEW SHED ROOF AT GARAGE M EXTERIOR WALL MOUNTED FULL GUT OFF LIGHT FIXTURE TO NEW 4 TO \ ,I REPLACE EXISTING LIGHTS / - 3 NEW; (1) WEST UPPER DECK, (2) EAST PATIO - 4 REPLACES; (2) WEST MAIN, (1) WEST UPPER, (1) EAST ENTRY - EE PLANS a NEW STEP LIGHT - 3 AT EAST ENTRY AREA LOT 6 EXI5TIN6 SPRINKLER VALVE PROVIDE PROTECTION FENGING FOR EXISTING ELECTRICAL OUTLET EXI5TIN6 TREES - CONTRACTOR TO WORK WARBORIST TO PROTECT AND PRESERVE EXISTING TREES ' EXISTING SITE L16HT O` \Q- 0 �' PROVIDE PROTECTION FENGING FOR / EXISTING TREES - CONTRACTOR TO vq/ARBORI5T TO PROTECT AND PRESERVE E ISTN6 TREES 02. i 3P5/ EXISTING EDGE OF LANDSCAPE NEW CONCRETE TOPPING AT EXI5TIN6 DECKING AT ENTRY AND MAIN LEVELS DRAWI N6 INDEX: A 1.0 SITE PLAN A 1.1 LARGE 51TE PLAN @ ADDITION A 2.0 BASEMENT /6ARA6E LEVEL PLAN A 2.1 MAIN LEVEL FLOOR PLAN A 2.2 UPPER LEVEL FLOOR PLAN A 2.3 LOFT LEVEL PLAN A 2.4 ROOF PLAN A 3.0 NORTH AND EAST BUILDING ELEVATIONS A 3.1 SOUTH AND WEST BUILDING ELEVATIONS A 3.2 PARTIAL WEST AND EAST BUILDING ELEVATIONS AG 1.0 SITE GOVERA6E GALGULATIONS AG 2.0 EXISTING 6RFA GALGULATIONS AG 2.1 PROPOSED GRFA GALGULATIONS AG 3.0 EXTERIOR WALL/BASEMENT GALGULATIONS OF I SURVEY SEE SHEET A1.1 FOR FURTHER INFORMATION IN TH 1 S AREA EXISTING SEWER MANHOLE PROVIDE I'ROTEGTION FENGING FOR EXISTING TREES - CONTRACTOR TO WORK WARBORIST TO PROTECT AND PRESERVE EXISTING TREES )4 I I I EXISTING GONGRJTE GURB TO 05 REMAIN "�✓s.. EDGE OF EXISTIN ASPHALT LINE OF CONSTRUCTION DISTURBANCE FENGING PROVIDE PROTECTION f FENCING FOR EXISTIN6 (l TREES - CONTRACTOR TO r WORK WARBORIST TO fit PROTECT AND PRESERVE rnEXI5TIN6 TREES i m All o � O I EXISTING GONGRETE PAN SITE 4 LANDSCAPE PLAN 01 10, 1 1 • i Approved by the Design Review Board TOWN OF " VAIL By Warren Campbell at 1:18 pm, Jun 12, 2014 tm P11 U o0 a CV ti CO Q0 cn ~ 4 d It -0 °a LL i L a CL O _ 00 CO Ca o0 0 I: M -0 co O m X O 0 O C O •� U > ° OapWU C7 W W z- Wz')Z< a WO3'H�'1 ZU� av w vaZ ° U i W W U = J W' W O > ¢LL� n� J I- '-zau.°in w ow`, °wow = ozo�Z� % Ja?WRz_c~i§ wojz <� U Z H W U Z m O -'K O °0 C)x- d Z�Z� ¢ JLL= a W Q 0-00,z U °� W0= W ¢ Z a w a = =f O O ~� z z¢ O z y z O a ° o , z W W?aow0- m0 IL Q Wz W KUJ > ° W W ° W? ¢F - m = W a W ° z W LL ? a a� � O M WOwo0 OF - U Z O = W ~LL'n =(if Za' >Zoe �a U �m mDlF -mn f_ - ¢°W¢a�a Li W ° W W O� F F-'0 < 1:10 °� Z<Z z JH J W - ° 2 O p a 0> O O O U= O z 0 x z a 0_ > O 0 a O Z O p z o w a Fes° W J�(/7HZJ W_ Olm - JOwLL�°Z ij�`nOa� m Z Qz H�1 W2 W (n OW W zUmF- =FZaZjao�oWNnW�U LUW'F, w?�woow0z Qo WUWZmoZOaw0,10Nno H W U E ° o¢O°- c=i�w °�o =gam °vQOi� Q~ p a Z 2¢ iLLi. U U Q Z Z d C7wa W ° W�-O`nJJ N Q�a� Z a.¢(nZ W uimU� -a ° VjW w W2='0 W U= 2 J Wdawa0 =N ~JaaLLw EJ ° W � U W U� U� (nF - -� W W �_ _� Z W= z Q 0 z a° Q O X� S LL Z O U W U 0 H Z O F J N a o U F z¢ W O O z W m Q O Q O z W tzi� ¢ Q= 0 2° 0 X Uj a w 0 W ,Wn - F -WWWWW ° m O U� J zzmWDoz~w >QWzwQWW 2 F w Q Z w F w� OJ 2� 00 =�" a WJWa ¢xaw ~oo °a�ZawWZz= ? W 2 m 2 a w x W w U Of 0¢ H�- OZ U. _ J aC/)W W J L L p j O LU > j 0 U) J - V Q J O a JV J ~ � J J ~ N - � O O J M > N d- o W r N 00 W N O W � Q E Z3 Z A 1.0 SITE PLAN 6J✓�raY�. EXISTING CONTOUR PROP05ED CONTOUR EXISTING EDGE OF ASPHALT REMOVE EXISTING WOOD TIE GURB EXISTING GONGRETE PAN 7 0. SAN05ET GONG PAVER PATIO N DOWNSPOUT FROM ABOVE TO CONCRETE SPLASH BLOCK GRADE 41 APPROXIMATE LOCATION OF UTILITY �`kJePRC EASEMENT (NOT DIMENSIONED ON PLAT) p NEW EXTERIOR RECESSED LIGHT - 3 AT SOFFIT OF NEW SHED ROOF AT GARAGE M EXTERIOR WALL MOUNTED FULL GUT OFF LIGHT FIXTURE TO NEW 4 TO \ ,I REPLACE EXISTING LIGHTS / - 3 NEW; (1) WEST UPPER DECK, (2) EAST PATIO - 4 REPLACES; (2) WEST MAIN, (1) WEST UPPER, (1) EAST ENTRY - EE PLANS a NEW STEP LIGHT - 3 AT EAST ENTRY AREA LOT 6 EXI5TIN6 SPRINKLER VALVE PROVIDE PROTECTION FENGING FOR EXISTING ELECTRICAL OUTLET EXI5TIN6 TREES - CONTRACTOR TO WORK WARBORIST TO PROTECT AND PRESERVE EXISTING TREES ' EXISTING SITE L16HT O` \Q- 0 �' PROVIDE PROTECTION FENGING FOR / EXISTING TREES - CONTRACTOR TO vq/ARBORI5T TO PROTECT AND PRESERVE E ISTN6 TREES 02. i 3P5/ EXISTING EDGE OF LANDSCAPE NEW CONCRETE TOPPING AT EXI5TIN6 DECKING AT ENTRY AND MAIN LEVELS DRAWI N6 INDEX: A 1.0 SITE PLAN A 1.1 LARGE 51TE PLAN @ ADDITION A 2.0 BASEMENT /6ARA6E LEVEL PLAN A 2.1 MAIN LEVEL FLOOR PLAN A 2.2 UPPER LEVEL FLOOR PLAN A 2.3 LOFT LEVEL PLAN A 2.4 ROOF PLAN A 3.0 NORTH AND EAST BUILDING ELEVATIONS A 3.1 SOUTH AND WEST BUILDING ELEVATIONS A 3.2 PARTIAL WEST AND EAST BUILDING ELEVATIONS AG 1.0 SITE GOVERA6E GALGULATIONS AG 2.0 EXISTING 6RFA GALGULATIONS AG 2.1 PROPOSED GRFA GALGULATIONS AG 3.0 EXTERIOR WALL/BASEMENT GALGULATIONS OF I SURVEY SEE SHEET A1.1 FOR FURTHER INFORMATION IN TH 1 S AREA EXISTING SEWER MANHOLE PROVIDE I'ROTEGTION FENGING FOR EXISTING TREES - CONTRACTOR TO WORK WARBORIST TO PROTECT AND PRESERVE EXISTING TREES )4 I I I EXISTING GONGRJTE GURB TO 05 REMAIN "�✓s.. EDGE OF EXISTIN ASPHALT LINE OF CONSTRUCTION DISTURBANCE FENGING PROVIDE PROTECTION f FENCING FOR EXISTIN6 (l TREES - CONTRACTOR TO r WORK WARBORIST TO fit PROTECT AND PRESERVE rnEXI5TIN6 TREES i m All o � O I EXISTING GONGRETE PAN SITE 4 LANDSCAPE PLAN 01 10, 1 1 • i Approved by the Design Review Board TOWN OF " VAIL By Warren Campbell at 1:18 pm, Jun 12, 2014 tm P11 U o0 a CV ti CO Q0 cn ~ 4 d It -0 °a LL i L a CL O _ 00 CO Ca o0 0 I: M -0 co O m X O 0 O C O •� U > ° OapWU C7 W W z- Wz')Z< a WO3'H�'1 ZU� av w vaZ ° U i W W U = J W' W O > ¢LL� n� J I- '-zau.°in w ow`, °wow = ozo�Z� % Ja?WRz_c~i§ wojz <� U Z H W U Z m O -'K O °0 C)x- d Z�Z� ¢ JLL= a W Q 0-00,z U °� W0= W ¢ Z a w a = =f O O ~� z z¢ O z y z O a ° o , z W W?aow0- m0 IL Q Wz W KUJ > ° W W ° W? ¢F - m = W a W ° z W LL ? a a� � O M WOwo0 OF - U Z O = W ~LL'n =(if Za' >Zoe �a U �m mDlF -mn f_ - ¢°W¢a�a Li W ° W W O� F F-'0 < 1:10 °� Z<Z z JH J W - ° 2 O p a 0> O O O U= O z 0 x z a 0_ > O 0 a O Z O p z o w a Fes° W J�(/7HZJ W_ Olm - JOwLL�°Z ij�`nOa� m Z Qz H�1 W2 W (n OW W zUmF- =FZaZjao�oWNnW�U LUW'F, w?�woow0z Qo WUWZmoZOaw0,10Nno H W U E ° o¢O°- c=i�w °�o =gam °vQOi� Q~ p a Z 2¢ iLLi. 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W O aC/)W � d1' W � J Z L C •^/ V L O p j Z^' W > W o j 0 U) - Q V J J O a JV J ~ ~ � J J _ O N O — Q J M > N d- W C) r N 00 W N d1' O Z C •^/ V W Q Z^' 0 l �- o Q A 2.4 ROOF PLAN W W Z lU l� lY OL �- Q � Z Z � OZ X to W K L0 FLAT PLATE TOP GAP WCABLE RAILS - TYP ALL RAILIN65 NEW EXTERIOR LIGHT FIXTURE - TYP OF 3 AT THIS ELEVATION WOOD STEPS TO GRADE WEST G (E) LOFT LVL T.O. DEGKIN6 EL. 5222-1" (8222.08') EAST (N) UPPER LEVEL Ilk T.O. GONG TOPPING — — EL. 8220' -2 318" (8220.20') WEST (E) UPPER LVL T.O. DEGKIN6 EL. 521b'-I" (8218.08) REVISION TO ?APPROVED DRANINOS © EAST UNIT LOWER AND MAIN LEVELS METAL FRAME WITH WIRE MESH INFILL o NEW CHIMNEY GAP NEW STONE VENEER EXISTING GHIMNEY GUSTOM GUTTER w /HEAT TAPE TO DOWNSPOUT WHEAT TAPE TO SPLASH BLOGK AT GRADE EXIST C ONST Cam? WEST UNIT LOWER LEVEL UI� (N) (N) 1� � (N) _[ (N) U U PROPOSED GRAD I I I j 1 I I I � EXISTING GRADE I I I I _ I EXISTING GONST g WEST UNIT �� G S U jf�ON I FAST �NE UPPER LEVEL MAIN AND UPPER LEVEL LEVELS REVISICI TO APPROVE DRAWINGS ® EA57 UNIT M,41N LEVEL II II I I � I I 2 BAST ELEVA710N I L------------------------------ - - - - -I SCALE: 1/4 = V-0" L — J II �I I-1 2 NEW 2 PIEGE FASGIA TO MATCH EXISTING WOOD BRACE EAST (N) EAVE - DARK GRAY TO MATCH EXISTING ASPHALT SHINGLE T.O. SHEATING CEDAR EL. 8233' -q 518" TRASH (8233.80') STONE - MOSSROGK - GRAY SOFFIT TO MATCH EXISTING - TO MATCH EXISTING WOOD - TO MATCH EXISTING GALVANIZED - DARK BROWN BOULDERS cn W NEW GLAD WINDOW TO W W MATCH EXISTING - TYP Z ALL (N) WINDOW5 L U) 2x8 WOOD WINDOW TRIM Z [L v oOL p STANDING SEAM METAL z ROOF TO MATCH EXISTING - Wa TYP © ALL NEW 2:12 ROOFS W Z W Z � J 0 Cn — a V IX8 HORIZONTAL WOOD SIDING > J 111 IXS HORIZONTAL WOOD SIDING Ix8 VERTICAL WOOD SIDING AT CORNER ACCENT VERTICAL WOOD SIDING TO MATCH EXISTING LOW BOULDER WALL RE: 51 T RLAN , , 0 WEST (E) T.O. PLATE EL. 8226-1" (8226.08') WEST (E) UPPER LVL T.O. DEGKIN6 EL. 8218' 4" (8218.08') EXISTING AND PROPOSED TRADE WEST (E) MAIN LVL T.O. DEGKIN6 EL. 8201' -0" (820q.00') MATER I ALS METAL RIB - DARK GRAY TO MATCH EXISTING ASPHALT SHINGLE - GAF - WEATHERED WOOD TO MATCH EXISTING CEDAR - HORIZONTAL; Ix8 - COLOR TO MATCH EXISTING TRASH - VERTIGAL; TO MATCH EXISTING STONE - MOSSROGK - GRAY WOOD - TO MATCH EXISTING WOOD - TO MATCH EXISTING GALVANIZED - DARK BROWN METAL WOOD /GLAD - TO MATCH EXISTING BRICK MOLD - PAINT TO MATCH EXISTING WINDOW TRIM CEDAR (EAST SIDE) DOORS 6ARA6E EAST ENTRY MAN DOOR DOOR TRIM CEDAR BRAGES WOOD DECK RAILS STEEL - 2X8, SMOOTH - NATURAL - FROSTED GLASS PANEL - FROSTED GLASS PANEL - FROSTED GLASS PANEL - 2X8 - NATURAL - 6X10, ROUGH SAWN - NATURAL - STEEL PLATE GAP AND SUPPORTS GABLE RAILS GHIMNEYS METAL GAP - WELDED WIRE MESH; PAINTED - BLACK GHASE - MOSSROGK - GRAY TRASH STONE - MOS5ROGK - GRAY ENGLOSURE WOOD DOORS - SIDING, PAINT /STAIN TO MATCH EXISTING RETAINING STONE VENEER - 6RAY M05SROGK WALLS BOULDERS cn EXTERIOR RECESSED IN SOFFIT AT 6ARA6E L16HTIN6 SGONGE @ MAIN LEVEL � UPPER LEVEL DOORS - "CORDELIA LIGHTING, GAPE CODE WALL MOUNT" - BRONZE NOTE: VERIFY ALL EXTERIOR COLOR SAMPLES WOWNER trUTFFER LEVEL GONG TOPPING Ilk 8220' -2 3/8" (8220.20') �T MAIN LEVEL . GONG TOPPING 820ci' -a 3/4" (820ci.819 3T MAIN LEVEL GONG TOPPING 8208' -2 3/4" (8208.23') EAST (E) 6ARAGE OIL T.O. SLAB EL. 8200.0' N W Z > J � Z Q Q Q Z 0 W 1L Z z 0 � 111 ~ w w It U o-M N ti _ NT U 0 o X _ rnLL U L a U) CL O 2 00 00 C) O c c6 X O O m0 c: O U) > O ¢Ia OO W I— ow a oJw >a� � 0 Z U W U W W � p a Z w O V W a W x Q U W I- ¢ cn c�x� W = ZHWZWcnUZ -W W F x ¢ Z W 7 J �rna� LL° ZQcnz }ZOQ c�a¢oJc� O m�0cnLUcnl-0 a Z W 0 C1 W 0 > Z a LL LL � O EW!z W ow W2zz U Hm to d 71-LL0 C7 W w z_ W o �iWL, c=Jj W FR 0 Zz(np to Zoc_¢ 01-Z� LL > zw) m�wa❑ EE tl7Oa, Z o x 000Z LU Of of H H N 0 0 n 3: z co0W W°UU oFxtzW za� -mW� 3�O:E Q Q } O U 0 W Q d� Q O 1- coaJ w o� zQZ �L_ 0 (nLL U=o ZZ W 9UF J Jx ;_ztLL_ R- z :6o,Jxozowo LO W O> 00V50z W 0w< 'OOmjUOa�a JOU�_ cox iQ°UOaW �ZOQZO�C71u�m iz2zzPH0ggWM W ZUm !F-~nM" <dwz0uoio W?a�Qo H W Z ZQ�W WU�Fw "WHO !=?ac�cwi�W<LLU 0.5zZa °� 1cnz�o�P}Ocj J�WQcnw� .W �cnzwLdIm a�W2x0W I w = x W U W W }c}<3: !OxLLZOUWUO ~z�U' W JO !VW02�=aQap20 2,6w !�W�W WL_W=`n0UaW0<Wi v�iMc°i�MW°xaiW0LLmx��W I Z m 0 Z) °} O F- W � a O 0 W a W W i cn 00 O F Z� �� a 0 D¢ ~� O W : x a W— O 0 :3 < 2 x Q W LL z x x : W M[n MLLLL x W LL UIY O Q♦-1- Z 0 OZ i� W o _ J N_ LL W a cn W W J Z W L U) W a v O p J z cn - Wa W > W � J 0 Cn — a V J > J O a_ J � J ~ J J 0.j N o — I > 04 W o r N_ 00 W N o Z L U) w E 0 D z 0 A3.0 Approved by the 0 Design Review Board TOWN Of Vp j L By Warren Campbell at 1:19 pm, Jun 12, 2014 �C) I-- Z O W Z Q LJ IY XR z 0 LJ V CX1511NC2 C7K/ VC I rP`Sr=ST ELEVAT l ON p`5 SGALE: 1/4" = I' -0" T.O. BEAM 8230' -a" T.O. PLATE 5226-1" 8226.08') WEST UPPER LVL DEGKIN6 b216-I" 8218.08) ✓BEST MAIN LEVEL DEGKIN6 820ci' -O" 820ci.00') EXTERIOR MATERIAL5 ROOFING METAL RIB - DARK GRAY TO MATCH EXISTIN6 ASPHALT SHINGLE - GAF - WEATHERED WOOD TO MATCH EXISTIN6 SIDING CEDAR OTHER WALL STONE FASCIA WOOD SOFFITS WOOD GUTTERS 8 GALVANIZED DOWNSPOUTS METAL WINDOWS WINDOW TRIM (WEST SIDE) WOOD /GLAD BRICK MOLD WINDOW TRIM CEDAR (EAST SIDE) - HORIZONTAL; Ix8 - COLOR TO MATCH EXISTING - VERTICAL; TO MATCH EXISTIN6 - MOSSROGK - GRAY - TO MATCH EXISTING - TO MATCH EXISTING - DARK BROWN - TO MATCH EXISTING - PAINT TO MATCH EXISTIN6 - 2X8, SMOOTH - NATURAL DOORS 6ARA6E - FROSTED 6LA55 PANEL EAST ENTRY - FROSTED 6LAS5 PANEL MAN DOOR - FROSTED GLASS PANEL DOOR TRIM CEDAR BRACES WOOD DECK RAILS STEEL CHIMNEYS METAL GAP CHASE TRASH STONE ENCLOSURE WOOD DOORS RETAINING STONE VENEER WALLS BOULDERS - 2X8 - NATURAL - 6X10, ROU6H SAWN - NATURAL - STEEL PLATE GAP AND SUPPORTS GABLE RAILS - WELDED WIRE MESH; PAINTED - BLACK - MOSSROGK - GRAY - MOSSROGK - GRAY - SIDING, PAINT /STAIN TO MATCH EXISTING -GRAY MOSSROGK EXTERIOR REGESSED IN SOFFIT AT GARAGE L16HTIN6 5GONGE a MAIN LEVEL $ UPPER LEVEL DOORS - "GORDELIA LIGHTING, GAPE CODE WALL MOUNT" - BRONZE NOTE: VERIFY ALL EXTERIOR COLOR SAMPLES WOWNER 2 SOUTH ELEVATION Aw 56ALE: 1/4" = I' -0" RED/ISION TO AFFRO\/ED DR,4WINCG5 @ EAST UNIT MAIN LEVEL Approved by the Design Review Board TOWN OF FAIL"' By Warren Campbell at 1:19 pm, Jun 12, 2014 U o-M N ti - NT U 0 o X _ rnLL U L Q U) Q O 2 00 00 C) 0 C O co X o mU O _ c: O U) > 0 ¢la -LLOR W z W = uil1zow a oW�w� W §9D W DW UW U 2 Hw_O > QLL Of (n =J H Z� mD m U) p W Z W O H V o L z 0¢ g W J(n W OF Z W �' (Wp °U ZLL'LL' Qwxg9Uw�¢ =D =c50a 0 E3 x W o w z W Y 0� (n 0 a¢ =OQU - -aa z(nz6= 0LLCxi }=� =p 00000Z Q ZW7J~ ,-M U wwl=-W �nZ� LLpz o00F,�z = owa Ow(z -7 °Z 0mo W W OU C7 �nWoUW(n�0 LLQPxtzW W a Z w p W W 0 W Z Q H m W H > Wza LLm°CL 2i W �MOx F-1 CL (?w W ow 00 Y¢¢YO-U O xwCW(nxmz zm >zxmW U m(na=rLL(n a0WQLL3a o ,- I(i� mQJ 1<0 w oW Zaz � m LL = 0 z Z O F J J _ ;° ZE--- 13:0W wdx°zo< wo LOw0> O =0UULLpm j a �a Om ui in ia°oaW�zL)a °zo °0wz)m iz2 z�HC7g fw<o zUm ow W, OLLf i, w z z, Q� O w wo F w" W � 0 �(nW�p�� }O�j��wQ(nm� :W�wzWumFZa(„w2 °, W w X O j W 0- J Q Q LL W H J Wc~iw(wi�O��wWy�i��7� ! =2LLZOmWU°UFZ�C7W �OUA !� 0 0 3: W o ° w (6 w VW W wWW Uaz0W 602 � LL = a W °F-W °X LL wi iw x )M a O m o °o w a W m � } ww, z O w X Q W —° O= Q Q w LL Z mm W M ca 3: M LL LL x w LL U Ix O Q H H Z O OZ - W o - J N_ LL W Q H cn W W J V Z C� W � L Z C' - W Q O p J Z Fn -WQ W > W W J 0 Cn — Q V J > J O Q J V J ~ J J - O N c — Q J M > N � W o r N_ 00 W N iY o Z L U) W E Q D Z 0 A 3.1 BUILDING ELEVATIONS (N) RIDGE T.O. SHEATHING EL. 82211' -5 3/4" (N) UPPER LEVEL - WE' T.O. GONG TOPPIN6 EL. 8220' -2 3/8" MAIN LEVEL WEST T.O. DEGKIN6 EL. 82011' -0" HALL OIL T.O. SLAB EL. 8200' -0" PAR71 AL BEST ELEVAT l ON ,-,,5UIL1:)IN6 SECTION F 5GALE: 1/4" = 1' -0" VNI (E) LOFT OIL T.O. DEGKIN6 EL. 8222' -1" (8222.08') (E) UPPER LEVEL OIL T.O. DEGKIN6 EL. 521,5' -I" (8218.08) WEST T.O. SLAB EL. 82011' -0" (8206.00') EXTERIOR MATERIALS ROOFING METAL RIB - DARK GRAY TO MATCH EXISTIN6 ASPHALT SHINGLE - GAF - WEATHERED WOOD TO MATCH EXISTIN6 SIDING CEDAR OTHER WALL STONE FASCIA WOOD SOFFITS WOOD GUTTERS 8 GALVANIZED DOWNSPOUTS METAL WINDOWS WINDOW TRIM (WEST SIDE) WOOD /GLAD BRICK MOLD WINDOW TRIM CEDAR (EAST SIDE) - HORIZONTAL; Ix8 - COLOR TO MATCH EXISTING - VERTICAL; TO MATCH EXISTIN6 - MOSSROGK - GRAY - TO MATCH EXISTING - TO MATCH EXISTING - DARK BROWN - TO MATCH EXISTING - PAINT TO MATCH EXISTIN6 - 2X8, SMOOTH - NATURAL DOORS 6ARA6E - FROSTED 6LA55 PANEL EAST ENTRY - FROSTED 6LAS5 PANEL MAN DOOR - FROSTED GLASS PANEL DOOR TRIM CEDAR BRACES WOOD DECK RAILS STEEL CHIMNEYS METAL GAP CHASE TRASH STONE ENCLOSURE WOOD DOORS RETAINING STONE VENEER WALLS BOULDERS - 2X8 - NATURAL - 6X10, ROU6H SAWN - NATURAL - STEEL PLATE GAP AND SUPPORTS GABLE RAILS - WELDED WIRE MESH; PAINTED - BLACK - MOSSROGK - GRAY - MOSSROGK - GRAY - SIDING, PAINT /STAIN TO MATCH EXISTING -GRAY MOSSROGK EXTERIOR REGESSED IN SOFFIT AT GARAGE L16HTIN6 5GONGE a MAIN LEVEL $ UPPER LEVEL DOORS - "GORDELIA LIGHTING, GAPE CODE WALL MOUNT" - BRONZE SGALE: 1/4" = I' -O" Approved by the Design Review Board TOW ���1� i By Warren Campbell at 1:19 pm, Jun 12, 2014 U C-:) -M CV ti - ",1- U 0 o X _ rnLL U L a U) 2 Q O 00 -0 co Ca 00 CO cz 0 O co - X o 0 O c: .� U d > 0 ¢la- °O W Z W 2 �wZvo¢ a ow�Xw� W �� =DW-W W =UW�W _O > nu,) HZzuw)92 W p W W O H U o z 0 --¢ g W Ja- zU Z W of W O U ?Z0 LL' =��Owa c=7 ��WOwz0, Y O�cn�a¢ �OQU� -Qa zmzx� ULL(Zj�=� =o 0000OZ Q ZW 7� ~W F U W W�-W zW Z� LLOZ aLLZ = Cz7a Q0�(z7 O}Z oco0L,W L) U-' WX0 W 1W -0 dOH2�Zw W d z w O W W❑ W z Q H m W H > �zaEU) -�i ���O:E CL c?w W O WD00 Y¢¢YO -U O xW�WW7:Wz zm >zwmw 0 MWa- Z) IL aoW<0- o MW "I � w W zQ ,- o z ��U-j_ U=0 zZ W 9U F J J2 )_ZELL_i- X3:00dxozov LO W O> cn(n OO LLOw< '� "m2W. <z CW6 Ui m2 ia°oaWWzL)a°zo°�w�m iz OzF�U, gwcn¢O zOm FW ~n Hd ,zOuoi ,0za Qo Wwz�Q�wW0 w�Wcn8 ❑�,� � � }O� Jcnz �QcnW z w z W u m � F Z a w° W X O j W~ J Q a LL W H J zc~iw0O� ~wwy�i�3�� !� O(A ! 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