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HomeMy WebLinkAboutDRB130187 Plans ApprovedDRB130187 MA4Y0':2a/:2c15 _:W_. - 3p P "log INS pil:03 :::3 1 0- 1 101 1 1 1 \/A I L \ =IRS = I L I NC==; =CRE57 RCAZ� \/A 1: C-1 OL�OAO f ARCH17EC7 SNOWDON AND HOPiK I NS ARCH 1 TEGTS, P.G. P.O. BOX 5540 VAIL, GOLORADO 816 55 (q70) 476 -2201 (PHONE) (q70) 476 -74q I (FAX) �RAVYNC7 I A 0 COVER 5HEET DRANIN6 INDEX ZONING SUMMARY 51TE DEVELOPMENT 5TANDARD5 PARKING 5UMMARY G.R.F.A. 5UMMARY PROJEGT DE5GRIPTION VICINITY MAP A I EX 15T I N6 AND PROP05ED 51 TE PLAN A 2 EXI5TIN6 GONDITION5 ENTRY LEVEL FLOOR PLAN A 3 EXI5TIN6 AND DEMOLITION MAIN LEVEL FLOOR PLAN A 4 PROP05ED MAIN LEVEL FLOOR PLAN A 5 EXI5TIN6 AND DEMOLITION UPPER LEVEL FLOOR PLAN A 6 PROP05ED UPPER LEVEL FLOOR PLAN A 7 EXI5TIN6 AND DEMOLITION NORTH ELEVATION PROP05ED NORTH ELEVATION A 8 EXI5TIN6 AND DEMOLITION ELEVATION / 5EGTION LOOKING NE5T PROP05ED ELEVATION / 5EGTION LOOKING NEST SURVEY TOP06RAPHY - DATED: 2 -17 -1887 SURVEY TOP06RAPHIG SURVEY - DATED: g -16 -2004 6RFA -1 ENTRY LEVEL 6RFA PLAN 6RFA -2 MAIN LEVEL 6RFA PLAN 6RFA -3 UPPER LEVEL 6RFA PLAN ZONING SUMMARY OWNER HUBBARD F'AM I Ll' INVESTORS LLG 101 W. OHIO ST. STE. 1550 INDIANAPOLIS, IN 46204 - I qq6 P5 PRIMARY / 5EGONDARY RE51DENTIAL 517F= 1:)F=\/F=LCf=�`F=N7 57AN�AR�5 LOT 51ZE = .3611 AGRE5, 15,730 50. FT. DNELLIN6 UNIT5 = 5ETBAGK5 5UMMARY: REQUIRED = 20'- FRONT, I5-5IDE AND REAR EXI5TIN6 ACTUAL = FRONT +/- 265 EAST 5IDE +/- 24.0' NE5T 5IDE +/- 28.0' REAR +/- 36.0' PROP05ED ACTUAL = ALL 51 DE5 UNGHAN6ED BUILDIN6 HE16HT: ALLOWED = 33' NEN DORMER RIDGE = 28.15' LOT GOVERA6E 5UMMARY: ALLOWABLE LOT GOVERA6E = 20% = 3,146.0 50. FT. ACTUAL LOT GOVERA6E = UNGHAN6ED LAND5GAPE AREA = UNGHAN6ED 5NON 5TORA6E = UNGHAN6ED F REQUIRED - 5 PROVIDED - (5), (2) ENGL05ED $ (3) ADJACENT TO THE 6ARA6E GA=� S ARGHITEGTURAL SER�/IGES, P.G. P.O. BOX 385 EDWARDS, COLORADO a1652 (g70) q26 -605 (GAO) G2L -7610 (FAX) 6.R.F2.A. SUMMARY ALLOWABLE = 6,584.0 50. FT. ACTUAL ENTRY LEVEL EXI5TIN6 TOTAL = 2032.0 50. FT. CREDIT WITH 35% OF PERIMETER = -111.0 50. FT. BASEMENT (g0' OF 254) -0 ENTRY LEVEL PROP05ED = UNGHAN6ED ENTRY LEVEL TOTAL 6RFA = 1,321.0 50. FT. 6ARA6E = 451.0 50. FT. 6600 50. FT. ALLOWED) Z z NOT INCLUDED IN THE ABOVE MAIN LEVEL EX15TIN6 = 2,865.0 50. FT. MAIN LEVEL PROP05ED = 11b.0 50. FT. MAIN LEVEL TOTAL 6RFA = 3,043.0 50. FT. UPPER LEVEL EXI5TIN6 = 800.0 50. FT. AIR SPAGE OVER 16 H6T. = 400.0 50. FT. AT LIVINSROOM UPPER LEVEL PROP05ED = 156.0 50. FT. UPPER LEVEL TOTAL 6RFA = 1,456.0 50. FT. TOTAL 6RFA - 5,820.0 50. FT. EXI5TIN6 AND PROP05ED VAIL VILLAGE FILLING 3 17 z7 PROJECT DESCRIPTION: THE WORK WILL INVOLVE THE ENGLOSING OF AN EXISTING DECK AREA, ON THE MAIN LEVEL AND ADDING FLOOR SPAGE ABOVE THE DECK ON THE UPPER LEVEL FOR A TOTAL INCREASE IN 6RFA OF 354.0 50. FT. THE NEW FLOOR AREA ON THE UPPER LEVEL WILL BE COVERED WITH A NEW DORMER ROOF TO MATCH EXISTING DORMERS. ALL NEW MATERIALS ARE TO MATCH AND ARE TO BE FINISHED TO MATCH EXISTING. VAIL VILLAGE FILLING I 14G412 17B IS 15 BEAVER DAM ROAD HUBBARD RE51DENGE LOT (b, 146 FOREST RD. 5 10 qA 85A 7 4 ROGKL�DG� VAIL L I ONSHEAD FILLING 2 Go�REEK r 3 1 2 PARCEL G VICIN17%i000 �4AF 5GALE: N.T.S. NORTH Design Review Staff Approval TOWN OF VAIL By Warren Campbell at 9:57 am, Jul 11, 2013 o 0� WILLOW ROAD Vq/Z /110 IB I A RECEIVED By David Rhoades at 10:19 am, May 28, 2013 U °M N f� 1 � U � � N X }, o U H i Q to 00 O L0 2 CO c 0 co 0O X o -0 m U O 0 . 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C/) -0 M 0 1 ' LOT 8 85 EDGE OF PAVEMENT / I.I' WIDE GONG. WALL WITH STONE VENEER 7)1 577° — — 40E 1150 29.01 PAVER DRIVE 1. 1' ROGK WALL BUILDING OVERHANG height 28.15 feet — — ORIGINAL GRADE EL= 8273 6 1.5' WIDE ROGK WALL of N 70 20 80 \ / REPS \ �R r ES Tg G \ GARAGE SLAB K L/NE EL= 82 -71.3' Gn 1.1' ROGK ROOF ON NEW r WALL col N \ — — — — — DORMER FINISH FLOOR \ N \ \ \ FRAMED HOUSE EL= 82-70' \ \ \ \ I ADDRESS: 146 FOREST RO4D \828 APPROXIMATE Z \ Y \0 EXTENT OF DECK AT MAIN LEVEL\ APPROXIMATE BUILDING OUTLINE LINE OF PATIO O_7' GONG. WALL \ 8290 \ BELOW DECK \ GH I MNEY \ \ \ PATIO AREA WITH \ \ _ U \ \ ROCK WALLS AND 8300 _ Is' — \\ \ \ LAND5GAPIN6 APPROXIMATE _ cn LOGATI ON OF STAIR FROM MAIN LEVEL DECK AIR BUILDIN6 B E L O W — — OVERHANG \ I.I WIDE GONG. \ \ _ GOND. \ 8 8310 � _ / ROCK WALL X90 � v _ 0.5611 A r REST 15,730.0 Sa. FT. �- _ \ (NO \�DrH DI LINE LOT 5A \ \ \�NS/ON SHOWN— \ \ \ LET FOR ES —83/0 \ \ y \ FOUND PIN 4 YELLOW PLASTIC, GAP LS #2568 MSM ENO. \ \ \ � II J UI Q 24. ��WATER VALVE w- -FIRE HYDRANT 3'X 3' STORM GRATE WATER FEATURE LIGHT POST K S 77° PAVER D I VE AGGESS EASEMENT RECORDED BOOK 570, PAGE 202 31.6 — 60 LOT 5 \ \ \ \ \SID �o \ UTILITY EASEMENT OUTLINE OF ROCK HOT TUB /WATER FEATURE LOT -1 \ \ _ SEWER \ v V A \ \ ® MANHOLE EXISTING AND PROPOSED SITE FLAN. SGALE: I" = 10' FOUND PLAIN \ #5 REBAR \ LOT 4 LEGEND: PROPERTY LINE — — — 82ciO— — — EXISTING 10' GONTOUR — — — — — EXISTING 2' CONTOUR 8280 ORIGINAL 10' CONTOUR (PRIOR TO ORIGINAL BUILDING GONSTRUGTION) i si-rE No-rEs: 1. A. THE TOPOGRAPHY, SURVEY DATA AND EXISTING SITE IMPROVEMENTS I ND I GATED ON THIS PLAN WERE TAKEN FROM A DRAWING TITLED: TOP06RAPHIG SURVEY, LOT 6, BLOGK -7, VAIL VILLAGE, FIRST FILING TOWN OF VAIL, EAGLE COUNTY, GOLORADO PREPARED (STAMPED � SIGNED) BY EAGLE VALLEY SURVEYING, ING. AND DATED: a -16 -04 B. THE ORIGINAL TOPOGRAPHY 10' CONTOURS INDIGATED ON THIS PLAN WERE TAKEN FROM A DRAWING TITLED: TOPOGRAPHY LOT LOT 6, BLOGK -7, VAIL VILLAGE FIRST FILING TOWN OF VAIL, EAGLE GOUNTI', GOLORADO PREPARED (STAMPED $ SIGNED) BY EAGLE VALLEY SURVEYING, ING. AND DATED: 2- 17 -8-1 Design Review Staff Approval TON OF VAIL, By Warren Campbell at 9:57 am, Jul 11, 2013 U N It N f� .- }, X O U O L. L Q- co O LO 2 (c6 CO -0 co CO o X o � m U O CO O D ❑ Ile a< ° 'Ow z o= W z U 0 ¢ a O w LL ❑ Z U 2 U U ~ W?¢ U X U C9 - Z > a LL� co_ w Z W O � U❑~ W = LL- Z Z W ❑ W Z W U0-1z Uz0-¢ W Ja- F -FzU� w0t =z�� ¢ W w x F > >> n a C� ❑� Q O w z Q Y z� z� j¢ ❑O U�- z ° 2 �O O2 U W w c9 � wzww wf'fo a.z <:E w W ijaQ W°ijw❑ W?aF -mwF- > Z LL d� W§ jOx H= IL �?wW OW 00 r a >0 -U O x w N W U x W z z > z W W U F-m U a p H a-W a0 W add¢ o� Icom pf/j ZQ jlUw- a a z J W / p x K 2 BOO- LLU72�L�� =pzJOU a- w25O❑Ocn0 LL00"o �ow�LF-¢�<' Ui �w u� O F- � x w LL ° z ❑ rn � 0 F- a F- �aUOQ °�z�azo °c�W�m :¢Z >ZQa W W❑wo W2 - W HU H¢-a ZOLL❑Z OP-zW<U ~p X�Z z ac�P:W03 WWo °�o�8 ;HpaZD =Q LL 0 UQ ZZti°U! U�D2 3w: C'�JUaiQU�J of W W LL' m NZ ¢N W U OJ p= a a 10❑ w ( F z 0< w x w ,o wxo�F- UJaau�i =��� - ❑ =LL zO a°U zO0E- rn 2aO0u~iTZLL' aoa z w °czi 'U!�0 �0x(n W Ui ¢LL m W LU O2J U)- W F- O Z� U W Z °¢ ° Y U zm�� >Oc LU>- < Owa Ww iL0v�Zfr ILpD¢ �Ow X a w- 00 2 a W LL z== W 2m��LLLLxwLL UWO¢F -F- J \ \ \ GENTERL I NE W \ \ v \ APPROX. 2.0' _ \ \ \ WIDE WATER FEATURE 60 LOT 5 \ \ \ \ \SID �o \ UTILITY EASEMENT OUTLINE OF ROCK HOT TUB /WATER FEATURE LOT -1 \ \ _ SEWER \ v V A \ \ ® MANHOLE EXISTING AND PROPOSED SITE FLAN. SGALE: I" = 10' FOUND PLAIN \ #5 REBAR \ LOT 4 LEGEND: PROPERTY LINE — — — 82ciO— — — EXISTING 10' GONTOUR — — — — — EXISTING 2' CONTOUR 8280 ORIGINAL 10' CONTOUR (PRIOR TO ORIGINAL BUILDING GONSTRUGTION) i si-rE No-rEs: 1. A. THE TOPOGRAPHY, SURVEY DATA AND EXISTING SITE IMPROVEMENTS I ND I GATED ON THIS PLAN WERE TAKEN FROM A DRAWING TITLED: TOP06RAPHIG SURVEY, LOT 6, BLOGK -7, VAIL VILLAGE, FIRST FILING TOWN OF VAIL, EAGLE COUNTY, GOLORADO PREPARED (STAMPED � SIGNED) BY EAGLE VALLEY SURVEYING, ING. AND DATED: a -16 -04 B. THE ORIGINAL TOPOGRAPHY 10' CONTOURS INDIGATED ON THIS PLAN WERE TAKEN FROM A DRAWING TITLED: TOPOGRAPHY LOT LOT 6, BLOGK -7, VAIL VILLAGE FIRST FILING TOWN OF VAIL, EAGLE GOUNTI', GOLORADO PREPARED (STAMPED $ SIGNED) BY EAGLE VALLEY SURVEYING, ING. AND DATED: 2- 17 -8-1 Design Review Staff Approval TON OF VAIL, By Warren Campbell at 9:57 am, Jul 11, 2013 U N It N f� .- }, X O U O L. L Q- co O LO 2 (c6 CO -0 co CO o X o � m U O CO O D ❑ Ile a< ° 'Ow z o= W z U 0 ¢ a O w LL ❑ Z U 2 U U ~ W?¢ U X U C9 - Z > a LL� co_ w Z W O � U❑~ W = LL- Z Z W ❑ W Z W U0-1z Uz0-¢ W Ja- F -FzU� w0t =z�� ¢ W w x F > >> n a C� ❑� Q O w z Q Y z� z� j¢ ❑O U�- z ° 2 �O O2 U W w c9 � wzww wf'fo a.z <:E w W ijaQ W°ijw❑ W?aF -mwF- > Z LL d� W§ jOx H= IL �?wW OW 00 r a >0 -U O x w N W U x W z z > z W W U F-m U a p H a-W a0 W add¢ o� Icom pf/j ZQ jlUw- a a z J W / p x K 2 BOO- LLU72�L�� =pzJOU a- w25O❑Ocn0 LL00"o �ow�LF-¢�<' Ui �w u� O F- � x w LL ° z ❑ rn � 0 F- a F- �aUOQ °�z�azo °c�W�m :¢Z >ZQa W W❑wo W2 - W HU H¢-a ZOLL❑Z OP-zW<U ~p X�Z z ac�P:W03 WWo °�o�8 ;HpaZD =Q LL 0 UQ ZZti°U! U�D2 3w: C'�JUaiQU�J of W W LL' m NZ ¢N W U OJ p= a a 10❑ w ( F z 0< w x w ,o wxo�F- UJaau�i =��� - ❑ =LL zO a°U zO0E- rn 2aO0u~iTZLL' aoa z w °czi 'U!�0 �0x(n W Ui ¢LL m W LU O2J U)- W F- O Z� U W Z °¢ ° Y U zm�� >Oc LU>- < Owa Ww iL0v�Zfr ILpD¢ �Ow X a w- 00 2 a W LL z== W 2m��LLLLxwLL UWO¢F -F- J M , 0 CV ~ W cn W L W > Lw LJ_ E Z Z (D U) o � LU 0 29 Z W J FL Z cn a oC Z LL 0 W H 0 oa J a� W J "a W > in o a o 0 O � Lu O mM WO m c6 O v LL ; j r M O M M , 0 CV ~ W cn W L L0 > Lw LJ_ E Z Z (D U) o � LU Ai i l LINE OF BUILDING ABOVE EX 15T I N6 GON0 I T I ON5 NTRY LEVEL. �L.00R PLAN 5GALE: 1/4" = 1' -0" PLAN NORTH EX I5TI NG 6RFA: TOTAL AREA = 2,032.0 50. FT. GRED I T W I TH 35% OF PERIMETER BA5EMENT = -711.0 50. FT. (GO' OF 254) TOTAL GRFA = 1,321.0 50. FT. GARAGE = 431 50. FT. (600 50. FT. ALLOWED) NOT I NGLUDED IN THE ABOVE LINE OF BUILDING ABOVE rowN of va� Design Review Staff Approval By Warren Campbell at 9:57 am, Jul 11, 2013 U N � NI-- F F o X U CY) LL L U) Q 00 O Lr) 0 2 T- -0 co M o X O � U O O . (n 0_ > ❑ K . OLL Q Q° W z ° 2 O W Z LL), ° Q a O W zU 2w >aF H cwi)j <UaZ LU o �2J w FZ�� W O [if of p J ~ — Z ❑ W ❑ W Z oW °jW ~ U ° Z° a w Ja— F -F-zUm wOF =z�� w J(nwOF -ww¢ UPUUr pw 0z 1w mmmwa❑ oaQOwZQa �NZ�j¢ JO =UaQwO 0 '0 J °❑° J W F- U❑ a' W Lou Zw 7J— ❑ F- - = Oa¢0�OOZ C) of o~ C7 inw oUW in�0 dOH =�Z W oIL WOOW ❑ W?QF -m_w�_ } z W Ln a 0 m <'< ° x H= IL 11 W O w i z } Q } O— U O �'�(nx(r zcC >zam� U F- m<naDF - acn ¢ow¢a�¢ O w ❑ w w } � LU x(n¢m m ❑U z ¢z JF- ~Z ¢ W W J Win (n❑xm} W= oOZ�LLUO� '��;�3 =pZ�p zagW ❑Ocncn° LLpcn� 'W' <z ¢�zUi 'OJW �:¢a' caQW Ux n 0U(Z� OZU Z a — U m °❑ L-Z wU >}' 07 Z W Q 11 W Un zQJ U ro �Z OW Jn �°W W❑� 0 cZ�UQ� UU OL~wWcU } O W Q F ~ m � ❑ Q n Z p X O p ~ 6<W 2z 0ow z Q2 "2o— � ¢- W U J07 z z L O- jer W W 'w _ 1 Z = Z Q p Z a❑ Q O _ z O LL ° pU z p 0 xv� °9.-xrQ°ozorzw nz (nK W 2O W LL W xU(Q9U¢OZU Wz U❑ ~u F O y O W O Ld = U w U ❑ O m° Q W }� Q 0>- pz�W> - 0c) Zm Un �Q W 0 W W IO cUznn❑ poQ Ow W z ¢ X¢ W —O p x Q g W Q W OQ =_ Z W �m >2a LL W LLU a Y F-F- J M o CV ~ W U) W W > w E z z (? 0 D W O 2 Z — W J W FL o H Z cl) a W Z LL Ow H 0 a 0 D J a j W J "a W > o � LU � o°c a o 0 O o�m WO mc6 0 LL = O r co O M M o CV ~ W U) W > w E z z (? 0 D W A 2 EXISTING ,4N1 1eEMOLITION � LEGEND �4A I N LEVEL r-LooR PLAN SGALE: 1/4" = I' -O" EXISTING CGRFA: TOTAL GRFA = 2,8(b5.0 50. FT. PLAN NORTH EXISTING WALLS TO REMAIN EXISTING WALLS AND CONSTRUCTION TO BE REMOVED kr rowH of VAIL Design Review Staff Approval By Warren Campbell at 9:57 am, Jul 11, 2013 U N It NI-- o X U CY) LL L U) Q 00 O Lr) 0 2 T- -0 co M o X O � U O O . (n a > ¢aO0w z o= 0 W Z U°¢ a O w w LL ZU w>aF 0 cwi)j�Ua0 o ¢LU —LD(w w w =0 -wo U~ J ~ W— z ❑ w w ❑ W z w °jw ~ U ° Z° a w Ja—Iw0 <1. ox w0P: w J N W U F- w W¢ U� U Ur O w H 0 =�- =<n mmmwa❑ oaQOwzQa �Nzxj¢ JOSUa 0-000 J °pUJ'T QwO WF U❑a'w�w LL IL 0 ins oUW in�0 Ii OH =�Zw oaQwOOW❑ w?¢�mw� a U �0 W000 >- ¢¢ }O —U O =wtxnx =z zW >zam= mnap an ¢ow¢a�¢ W ❑ w W } O LU _(n¢m m ❑W Z ¢Z HLU ~ Z ¢ 0zUOLL� J LU (D O EW W �z��� =S�} Z W OJO= U zag W O> 00<nW0 -0 W 11� 92t>2wnOa'6¢Oz�0OJW �¢ °Oa °Wzv¢z0°Ownm W <n¢U ZUm_ ¢¢ Z} z Q¢ W W X 2 W W- x x U W X to U WO z O w 0'6 O w< U¢ z n w ¢ ' ❑ a'UW Zm❑ W W I W 0 6<0— 4W O ~UUQJ❑000' z=za -Ow W i EED 0Ezzc[O- ¢P5jo—T }0 -- < >-a02 W �3¢a=�w��zcw�U-w =O >� o° W x O�- O J¢¢ n = > W W W= L Z� x= Z Q O Z a❑ Q O Lu g_ z 0 0 a° °U z =O O w Lu _(n- 0 °�Y = ,¢°b 2 0rZ W Uz (Of OW ¢U¢ZOw W 2W LL W =U7 S�� O~ w O LxL� 0 w❑ O m° O¢ Y U U` } W H 0 z W W W Z ¢ W }❑ U ❑ Z m o y 0 <n W >-¢ W O W¢ WW <n <n pU� 00� m a 0o¢�� Ow ¢X¢ W— >OOp¢g =Q W LL ZSS Z W :5 co LL =W WU a'O¢F -H J M , ob CV ~ W U) W W > w ry E Z Z CD 0 D � 00 M Z — W J W FL ° H Z cl) Q W Z LL 0w H 0 °a ° J Q � W J U Z — w > a0 LU °°�° ocm W0 mc6 0v O r co O M M , ob CV ~ W U) W > w ry E Z Z CD 0 D � Fi FROFOSEO Lr=6r=NP MAIN LEVEL EL 1L00R PLA N EXISTING WALLS TO REMAIN SGALE: 1/4" = I' -O" PLAN NEW WALLS TO dE GONSTRUGTED NORTH PROPOSED FLOOR AREA (GRFA) PROP05ED 6RFA = 18.0 SQ. FT. Design Review Staff Approval T f By Warren Campbell at 9 :57 am, Jul 11, 2013 Received TOWN # By Carolyn Godfrey at 8 :05 am, Jun 04, 2013 U N It (Z N r-- o X U CY) LL L U) Q 00 O Lr') 0 2 T- -0 co M o X O � U O O . 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FT. AIR 5PAGE OVER 16' H6T. AT LIVING ROOM = 400.0 50. FT. TOTAL GRFA = 1,300.0 50. FT. LJLLVYY I V I`LI "I/"IIIV EXISTING HALLS TO REMAIN EXISTING HALLS AND GONSTRUGTION TO BE REMOVED rowH OF vain i Design Review Staff Approval By Warren Campbell at 9:57 am, Jul 11, 2013 U N � NI-- co Q0 U o X U CY) LL L U) Q 00 O Lr) 0 2 T- -0 co M o X O � U CO O . 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FT. PLAN NORTH r-%LJV V L I V ItL I" I I" % 1 1 `L WALL BELOW NEW DORMER ROOF ABOVE Lrz &r= =� 11 NEW ROOF BELOW EXISTING ROOF BELOW GUT BACK TO DIMENSION INDICATED (REFER TO SHEET A5) EXISTING WALLS TO REMAIN NEW WALLS TO BE GONSTRUGTED PROPOSED FLOOR AREA (ORFA) FLOOR IRFA) =PLACE TOWN OF VAIL � Design Review Staff Approval By Warren Campbell at 9:57 am, Jul 11, 2013 U N It NI-- co C-0 o X U CY) LL L U) Q 00 O Lr) 0 2 T- -0 co M o X o � U O O . 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O MATCH EXISTING AND NEW COMPOSITE GLASS "A" WEATHERED GEDAR BLEND SHAKE ROOFING NEW DORMER RIDGE EL. 8301 ' -ci" OL ROOF RIDGE EL. 82gq' -6" PROPOSED -� NORTH ELEVATION DRIVEWAY MAIN LEVEL ® BEDROOMS EL. 8281 ' -6" NOTE: ALL NEW MATERIALS ARE TO MATCH EXISTING POND ARE TO BE FINISHED TO MATCH. PROPOSED GONSTRUGTION - ! 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I % "-I'll 0,11 M, 100 ", I RMI 011"11 i LOT 8 (NO WIDTH DIMENSION SHOWN ON PLAT FOR ESMT ) 41199 HIGHWAY 6 & 24, EAGLE –VAIL P 0 BOX 1230 EDWARDS, CO 81632 (970)949 -1406 CURB & GUTTER (TYP ) ELEV SHOWN TO TOP BACK OF CURB 8246.$ b246 7 LOT 8A , FOUND PIN & YELLOW PLASTIC CAP LS #2568 MSM-/ENG 1 1' WIDE CONC WALL WITH STONE VENEER LOT 7 u NOTES 1) DATE OF SURVEY 9/9/04 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE 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 MH NORTH OF NORTHEAST CRN LOT 6 (SEE DRAWING) 5) BASIS OF PROPERTY LINE LOCATION SW AND SE CRN LOT 6 (SEE DRAWING) 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUBDIVISION PLAT ONLY A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS 7) WATER FEATURE AREAS UNDER CONSTRUCTION AT TIME OF SURVEY #5 REBAR ,`d290 fir, LOT 4 0 2' TRUNK DIA DECIDUOUS TREE ` 0 5' TRUNK DIA DECIDUOUS TREE f – t 0 7' TRUNK DIA DECIDUOUS TREE All ' _ 1 0' TRUNK DIA DECIDUOUS TREE 0 2' TRUNK DIA CONIFEROUS TREE 0 5' TRUNK DIA CONIFEROUS TREE #m "t- SPRINKLER 0 7' TRUNK DIA CONIFEROUS TREE HANDHOLE — I \ \ DECK \ \ 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 T ❑P ❑GRAPHIC SURVEY LOT 6, BLOCK 7 VAIL VILLAGE, FIRST FILING TOWN OF VAIL EAGLE COUNTY, COLORADO 1203 -6TOPO DWG M POSI 9/14/041 ` JOB No. 1203.6 Michaef .`J k . ColorOW, 1 :0 A - Design Review Staff Approval By Warren Campbell at 10:07 am, Jul 11, 2013 TOWN OF 'VAIL T ❑P ❑GRAPHIC SURVEY LOT 6, BLOCK 7 VAIL VILLAGE, FIRST FILING TOWN OF VAIL EAGLE COUNTY, COLORADO 1203 -6TOPO DWG M POSI 9/14/041 ` JOB No. 1203.6 ENTRY LEVEL 6Rr-A PLAN (])� 5GALE: 1/4" = 1' -0" PLAN NORTH EX I5TI N6 6RFA: TOTAL AREA = 2,032.0 50. FT. GRED I T W I TH 35% OF PERIMETER BA5EMENT = -711.0 50. FT. (GO' OF 254) TOTAL 6RFA = 1,321.0 50. FT. 6AF,A6E = 431 50. FT. (600 50. FT. ALLOWED) NOT I NGLUDED IN THE ABOVE Tl1JV YL TOWN OF VA� Design Review Staff Approval By Warren Campbell at 10:07 am, Jul 11, 2013 U N � NI-- F F co Q0 U � o X U CY) LL L U) Q 00 O Lr) T- 2 T- -0 co M o X O � U O O . 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W W O mc6 0 LL = O r co O M M eo CV ~ W U) W > w E z z (? 0 D W GRFA 1 MAIN LEVEL &Rr-A PLAN 5GALE: 1/4" = 1' -0" PROPOSED GRFA = 178.0 50. FT. EXISTING GRFA = 2,865.0 SQ. FT. TOTAL GRFA = 3,043.0 SQ.FT. PLAN NORTH Lr=Gr=NP EXISTING WALLS TO REMAIN NEW WALLS TO BE GONSTRUGTED PROPOSED FLOOR AREA (GRFA) 0 TOWN OF VAlL` Design Review Staff Approval By Warren Campbell at 10:07 am, Jul 11, 2013 U N It (L N r-- o X U CY) LL L U) Q 00 O Lr) 0 2 T- -0 co M o X O � U O O . 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FT. k I�.Lr LI-, I v = Jf-fLL I rt ✓/ EXISTING HALLS TO REMAIN NEW HALLS TO BE GONSTRUGTED PROPOSED FLOOR AREA (6RFA) rowm of VAIL FLOOR ,RFA) Design Review Staff Approval By Warren Campbell at 10:07 am, Jul 11, 2013 U N It (L N r-- F F co C-0 o X U CY) LL L U) Q 00 O Lr) 0 2 T- -0 co M o X o � U O O . 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P-Pr io n /visit . 41 ,re- e� s p x tv Oa 4 5t 1(q ° ni a'740 iiI 'St tNP Fascia Soffits 1 X b f o�v it-pill • In i-11 t isL14P Windows d -ol e-r 74 lAre ` "0 pick q ist1 Window Trim 12C WOP 41 4eo rxtsflll Doors .-.• Door Trim Hand or Deck Rails Flues vrb Flashing MOA1 /6��e ` r *tto-A Chimneys Trash Enclosures Greenhouses -A ° Retaining Walls Exterior Lighting Other Notes: Please specify the manufacturer's name, the color name and number and attach a color chip. Design Review Staff Approval F By Warren Campbell at 10:07 am, Jul 11, 2013 f: \cd ev \forms \perm its \Planning \DRB \D RB_Addition_010110