The URL can be used to link to this page

Home My WebLink AboutDRB100639 PlansFOREST ROAD DU PLE/1 F OWNER: Maggie Morrissey STRUCTURAL. Newkirk Engineering CS COVER SHEET `i CODE INFORMATION: 811 Prince Victoria LLLP ENGINEER: Paul Newkirk 3321 Third Level Zoning: (PS) Residential, Two Family Primary/Secondary 1687 455 Sherman Street, Suite 463 Fourth Level 1030 Echo Drive NE A1.1 SITE PLAN Total 5917 Denver, Colorado 30203 9369 Leland, NC 28451 -320 -215 Occupancy Group: Ivliixed R -3 / U 1 �G.R.F.A. Actual S.F. 303 - 722 -7743 p 3737 910- 399 -1714 p X2.1 FIRST LEVEL FLOOR PLAN 3741 9352 720 - 271 -1654 c 596 210 -330 -1837 c A2.2 SECOND LEVEL FLOOR PLAN Construction Type; New, VNon -Rated N maggie@estreet.com Newkirk56 @gmail.com A2.3 THIRD LEVEL FLOOR PLAN • 0 ARCHITECT: Scott S. Turnipseed, AIA SOILS ENGINEER: LKP Engineering A2.4 A2.5 FOURTH LEVEL FLOOR PLAN' ROOF PLAN Number of Stories: Three Plus Walk -out Basement . Architecture &Construction cn Luiza Petrovska, PE P.O. Box 2837 - A3.1 EXTERIOR ELEVATIONS Budging Height: 33' -4" Max: Above Existing Grade 1143 Ca itol Street Suite 211 p Eagle, Colorado 81631 Q- Edwards, Colorado 81632 A3.2 EXTERIOR ELEVATIONS 970 - 328 -3900 p 970 -926 -9083 p A3.3 EXTERIOR ELEVATIONS Setbacks: 20 Feet Front, 15 Feet Side and Rear 970- 328 -3901 f jjj 970- 926 -9089 -f A3.4 EXTERIOR ELEVATIONS V scott@turnipheadaia.com luiza @lkpeng.com Lot Area: 1.034 Acres (45,041 S.F.) L1 LANDSCAPE PLAN BUILDER ; Scott S. Turnipseed, AIA CIVIL ENGINEER: Eagle Valley Surveying, Inc. Site Coverage; 20% x 45,041 = 9,008 S.F. Allowable Architecture & Construction Stan Hogfeldt TOPOGRAPHIC SURVEY 1143 Capitol Street Suite 211 41199 Highway 6 & 24, Eagle -Vail d Parking: 5 Cars Primary, 3 Cars Secondary Eagle, Colorado 81631 P.O. Box 3893 970 - 323 -3900 p Edwards, Colorado 81631 G.R.F.A.: 4,600 (.46 x 10,000) 970 - 323 -3901 f 970- 949 -1406 p 1,900 (.38 x 5,000) scottCturnipheadaia.com 970 - 845 -9504 f 1,950 (.13 x 15,000) stanhogfeldt @esurvey.corn 902 (.06 x 15,441) LANDSCAPE Fieldscape ARCHITECT Ric Fields a 9,352 Allowable S.F. P.O. Box 1871 Avon, Colorado 81620 5,611 Prir ary S.F. (60 %) 970- 328 -4006 p 970- 328 -4212 f 3,741 Secondary S.F. (40 %0 ric @fieldscape.net PRO JECT L 61 F orest '••• Vail, Vail Village Filing 6, Block 1, Lot 101 • .... FLOOR AREAS SUMMARY: �i i U Clott S. hirnip seed, AIA East Unit West Unit Total First Level 485 326 811 Second Level 2058 1263 3321 Third Level 2361 1687 4048 Fourth Level 1013 676 1689 Total 5917 3952 9369 Sub -Grade Credit -66% -320 -215 -535 �G.R.F.A. Actual S.F. 5597 3737 9334 G.R.F.A. Allowed S.F. 5611 3741 9352 Garage 596 600 C�, �i i U Clott S. hirnip seed, AIA Wj i i Y CL w U �0 0 Cl) %1 I • v 00 � 4 Z3 V� O .-- C1) .O dj 0 w O C�, U 4 N N O 01 • 0 D U cr? ai . 4- U cn tr U Q- -i— co jjj Yrk V Wj i i Y CL w U �0 0 Cl) %1 I • i 0 • s o • 0 r r Wj i i Y CL w U �0 0 Cl) %1 PADDRE� STONE 10 18� b 1 N 0 0 0 M 0 Lu O INV.OUT 1.0'CMP --� b X bcJ DITCH FLOW LINE------- ft CONCRETE PAN--,- LOT 4-W Q) C'V V 1 0 R Cry Q Jcll 6 6,N rnry 0 0 m v, I I 1 11 1 1 / 1 1 ,�Nw STONE PA�PV X" I qgi S xl, � L T 1.0 AG Ll i p W J � it f/ ------- / , 86. Al 3 PROPOSED PE PTY LINE 86.1 86.3 X I WALL AT RAGE lo, o o 0) c A I DOORS EL OW T\ 00 0 x � �i z J� e= 88 ol 1 P z r: 82080 0 t P N � 1 34- 94 2 04 STONE PATIO \\ ex 3j \ �; I � ' ° ;�``�:.. %,.,.� —" } �--�'' '�.�... 11 \\NJ 86.0 8206 ri 87.5 TUB 8204 4 STONE PAT16 88 I OULD R R ETAININ WALL 4' -0" HI H MAX. A li .96 1 X 6/.b 4 j 8202 F G ��ONE PAT A r 6— ......... . ... ...... 432.04' co Cb Di ct) Cb Cb co co Cb 0" c O EDGE OF FLAGSTONE WALK 21 Cb AND FIREPIT AREA LOT 6 co 'o `o co # c ct) Cb 1 0 cov - PARCEL C'V co LOT PARTIAL SITE PLAN 0'-U' O . 0 u 110 • • 00 0 • 0 75 c! V) a) c U 00 C m —0) 0 6 uJ P4 • c— 0 C'4 • 4- in (D 0 D 0 0 D c m c6 f) 4-Z N 04 O 4— V) 0- 76 0- C L W • 0 u • • • 0 • P4 P4 • • • • > uj W • 0 u uj 0 N uj W F- CL uj z 0 a EAST UN TOTAL FLOOR AREA: 485 S.F. LESS BELOW GRADE: 320 S.F. G.R.F.A. 165 S.F. GARAGE: 596 S.F. to z 0 U Lo N I CRAWL SPACE MECHANICAL / STORAGE 5' -0" HIGH MAX. 6'—U' MUDROOM UP 18R II I "NO Il 13'-0" x 7'—U' P 5-6" x 7-0" r - - ----- -- ---- -- ! (- ----- - - - - ..... ... r - __ - -._ ---- .--- ._._. "MMMEN" 12'-0" 326 S.F. T.O. STONE / 216 S.F. G.R.F.A. 110 S.F. GARAGE: 600 S.F. (y) 74'-6" 00 EL: 81 63'-6" o - 0 7C) UP20R4— -0 L 0 0 ( .0 — — — — — — — — — — - - - - - cy) r — — — --- LIJ O �, od in c (D ;t= 0 0 01 0 0 15 SIDE SETBACK (y) o6 W cy) 0 F 4- 0 L- 4- v) N (r- V; a) — 0 0- Q- u ( LU II E L E V. / T.O. SLAB C/) 'qU EL: 8163'-6" II I II II I II iI 2 CAR GARAGE El Q�— T.0. SLAB L- 8164'-0" MECHANICAL / STORAGE 6-0" HIGH MAX. PROPOSED PROPERTY LINE WEST U N I T TOTAL FLOOR AREA: 326 S.F. LESS BELOW GRADE: 216 S.F. G.R.F.A. 110 S.F. GARAGE: 600 S.F. --- I — — d-4 LU w < < oz: 0 < Z - b < <-, LU u ::E Lo E --4 2 CAR GARAGE: I—t II T.O. SLAB L:L: 0 100 - 0 it I II I 8 R gms T.O. SLAB EL: 8164'—U' C, — — — — — — — MUDROOM W.I.CLO. ` ( \ \ \ \ \ i ( 6-2" x 6'4 II II II II II II II it II — — — — — — — — — — — — — — — — — -- r — — ---------- - - - - PROPOSED PROPERTY LINE — — — — — — — — — — --- II II II II Ii II II II iI I li II iI Ii II II II II Ii II ii II II II Il II II II If it II CRAWL SPACE — - - - - - STORAGE 5-0" HIGH MAX. T.O. STON EL: 8163'-6 POWDE E L E V. 4) UP 19 R 0 7 7 15'SIDE SETBACK v-0 1, 54'—a' I I I I I 0. < O (y) 00 o - 0 7C) a -0 L 0 0 ( .0 o6 C'4 Q- cy) r 0 LIJ O �, 04 od in c (D ;t= 0 0 01 0 0 (y) o6 W cy) 0 4- 0 L- 4- v) N (r- V; a) — 0 0- Q- u ( LU 0 u C/) 5'-6" F IRST LEVEL FLOOR PLAN SCALE: 1/4!'= l'-U' NORTH FIRST LEVEL FLOOR PLAN U O (D r. LU LU LU 0 Z 0 cn 5'-6" F IRST LEVEL FLOOR PLAN SCALE: 1/4!'= l'-U' NORTH FIRST LEVEL FLOOR PLAN U o Lo (N 'AST UNIT FLOOR AREA: 2,058 S.F. LU , I z Ol w U- b C14 PROPOSED PROPERTY LINE \ ES U N I FLOOR AREA: 1,263 S.F. 12'-G' SEC0ND LEVEL FLOOR PLAN SCALE: 114" = I'-U' NORTH 0 < u 00 ui c)) 0 15 a) 2 - 0 0 C) 0 0 N V) 0 06 c: C a) ;t-_ 0 0 0�1 D 0 U :) co c6 p cu co co C5 U D- 5 LLJ V) SEC0ND LEVEL FLOOR PLAN SCALE: 114" = I'-U' NORTH 0 u ui Q • LU 5 LLJ SEC0ND LEVEL FLOOR PLAN SCALE: 114" = I'-U' NORTH 0 u ui Q LU 5 LLJ CL uj 0 Z 0 vs SEC0ND LEVEL FLOOR PLAN SCALE: 114" = I'-U' NORTH ml u .;� I Ca ru I V) z 0 LL LL b 04 01 STONE DECK x C? 10 N / T.O. STON lU EL: 8186'-a' -i bo EAST UN FLOOR AREA: 2,361 S.F. I in / T.O. STONE IU FL: 8186'-3' 78'-6" 31 ' -0" 1 6'- 4Y�' 31'-lY > 1p' SIDE SETBACK ----------------- 000M Ll M LINEN BENCH P 0 E L E V. 5'-6"x6'-g' BATH 2 BENCH 10' CEILING rm 4 - 0" x x6'- RE LINEN OPEN TO BELOW GREAT 17 VAULTED UP 19 R DN 19 F PROPOSED PROPERTY LINE in=� CO PATIO I Ak \sl-' y .) pfl - - - - PATIO STONE PATIO T,O. STONE ('\I- EL: 8186'-6' \< . . ........ T.O. STONE II T.O. GYPCRETE V- EL 8186'-6" EL: 8186'-6' - - - - - - - - - - - — — — — — — — — — — — f . ...... . .. . ..... . PANTRY BEDROOM 21 1 13'-6'x 16-0" I O'CEILING STONE PATIO STA /D W. 1. C L 0. 6'-7" x 6'-4" 71 COWBOY CLOSET . ..... . .. . .. . .. . . ............ . . OPEN TO BELOW LINEN EMS24 MME ILE SHOW R T.O. STONE BATH 2 -or x _61 lU EL: 8186'-6' 15'-0'x 6'-6" 10' CEILING ES U N I T ELEV. R AREA: 1,687 S.F. 5-6" x 6'-8" u 0 BENCH ----------- -- ------- HIL I L I M �, X 5' SIDE SETBACK X 31'-4Y4" 26'-7Y4" 5'-6" � L I V ING ............ T.O. GYPCRETE ,/ / r �., ^4 �� lU EL`, 8186'-6" I 1 � a r ,,.. y ........ . . >/ � 0 , K I T C H E N HEARTH R 0 orm 20'-0'x 22'-0l I 18'-6" x 17'-6' 12' CEILING 10' CEILING PANTRY DO nNN 11 i i 1 11, 111 i 11 i 1 10 i 1 11 L — — — — — ------ -------------- ----- -- ,r ROOM 16' -3 " x 14'-&' 10' CEILING II F rl CLOSET INIMMM" BEDROOM 2 D N 19 R UP 19 R C K / > w W. 1. C LO. fie REAT ROOM �/ /// \\ \ \\\ 29'-0'x 22` -9' '\VAULTED CEILING LL r .... ...... EO T I r A2.3 i. HOT TUB lz==l IN] Scott S, Turnipseed, NA • uj LLJ CL LLI Z 0 1 �� A2*3 THIRD LEVEL III FLOOR PLAN NORTH 17-6" x 15'-0'* 10' CEILING CID 00 2 0 70 0 L- 0 0 G C! V) +- C C 6 00 (N * C Q fZ, 0 u.J 04 06 C :t= 0 01, D 0 0 D v) C-) c6 p CN C! p a, a 0 4-- (y) 0 • uj LLJ CL LLI Z 0 1 �� A2*3 THIRD LEVEL III FLOOR PLAN NORTH 17-6" x 15'-0'* 10' CEILING 55' -4 Y M1 u Z — — — — — — — — — J>LE ) x LES 8'-U'x 3'-6" — — — — — — — — — — L..-.I PROPOSED PROPERTY LINE I — — — —' — — — — — `°' — — — — — -` — — — — — — — —" — — — — — — — ---- PROPOSED PROPERTY LINE \ \ \ f / 17-%' \j W. 1. C L 0. 8'-3'x 6'-4' 7'-0" D E C K M A S I L K I B A I H 14'-6" x 11 EAST U N IT 10 CEILI FLOORAREA: 1,013S.F. t — — — — — DN 1'9 Ro' T. GYACRETE \ \ \\ f / f \� � e � I E 19'8'-CV' E L E W E S T U N I T FLOOR AREA: 676 S.F. 38'-4Y4" ----------- ----------- ---- ---- --- -- 7 --- --------------- f ff \ \\ f (( ( ( / / / f ! I j j - + 1 AS T E R B ED 0 M 14'-6 "x -0° 'N�a CEI VIG WRIMMMMM MIM 11 M M MM 1� � ®� A A M 20'-U' /* 0 T.O. GYPCRETE ---- -F - — — — — — — — — -- M-J EL: 8198'-0" / 00 0 I i) (D UP3R 0 C) 1 R 0 0 , V) -4— C C \ DN 00 04 (y) C C5 0 W. 1. C L 0. 8'-3'x 6'-4' 7'-0" D E C K M A S I L K I B A I H 14'-6" x 11 EAST U N IT 10 CEILI FLOORAREA: 1,013S.F. t — — — — — DN 1'9 Ro' T. GYACRETE \ \ \\ f / f \� � e � I E 19'8'-CV' E L E W E S T U N I T FLOOR AREA: 676 S.F. 38'-4Y4" ----------- ----------- ---- ---- --- -- 7 --- --------------- f ff \ \\ f (( ( ( / / / f ! I j j - + 1 AS T E R B ED 0 M 14'-6 "x -0° 'N�a CEI VIG WRIMMMMM MIM 11 M M MM 1� � ®� A A M 20'-U' T.O. GYPCRVE . . ..... . 'qU EL: 8199'-9'/ V W. I C L 0. 2 .. ............ ............ 10' -0" CEILI�NG 7'-3'x I V-Z' II ii I 24' -7 7'4' I W-i I I I r. Scoot S, Turnipseed, AIIA wiz �uku"y.$! tilititet#de l!�I I 0 ---- -F - — — — — — — — — -- — / 00 0 I i) (D a) 0 C) 0 0 , V) -4— C C 6 00 04 (y) C C5 0 LU S T UD Y C 0 6 CD • 1 1'4' x 6'-6' a) 0 D 0 u D (/) (y) o6 1 1' -9" CEILING -Z (D C14 C! 0 U (1) vi — ............. __j ....... . .... ............. 4— t-Li 0 > c 0 MASTER IBEDROOM 16-0• x 18'-a' 'i 12'-910EILING T.O. GYPCRVE . . ..... . 'qU EL: 8199'-9'/ V W. I C L 0. 2 .. ............ ............ 10' -0" CEILI�NG 7'-3'x I V-Z' II ii I 24' -7 7'4' I W-i I I I r. Scoot S, Turnipseed, AIIA wiz �uku"y.$! tilititet#de l!�I I RTH LEVEL FLOOR PLAN NORTH FOURTH LEVEL FLOOR PLAN 0 u M so 7C) 00 0 • (D a) 0 C) 0 0 , V) -4— C C 6 00 04 (y) C C5 0 LU Cr, C 0 6 CD • a) 0 D 0 u D (/) (y) o6 F— -Z (D C14 C! 0 U (1) vi — c�T 4— t-Li 0 > c 0 LLJ RTH LEVEL FLOOR PLAN NORTH FOURTH LEVEL FLOOR PLAN 0 u • • Q • Z • • u • > t-Li > LLJ RTH LEVEL FLOOR PLAN NORTH FOURTH LEVEL FLOOR PLAN 0 u [if Q 7C) t-Li LLJ W u z 0 45 5 U RTH LEVEL FLOOR PLAN NORTH FOURTH LEVEL FLOOR PLAN 0 EAS PROPOSED PROPERTY LINE MAMM M F_1 F_1 -- - -_ - - — — — — — — — — — — — _ — --- __-- - - - - - -u MON.& ...... m _701 r - - -- — - - - - - - -- --- — - - - - -- — — — — — - -- j� I I � w�'�ry J /JJ \�/ I i J J J J b \ ti`1r CI El -4 —4 — — (� J JJ / HIP . HIP OL U N I T ?per \ \ \ �� _ . IIvv II /x EAVE EL: 8207-9" — — — — — — — — — — — — — — C, — — — ------------ - - - - -- P - - - - - - - - - - - - - - - 0 — — — — — — — — — — — — — — N 00 00 LU C14 II w II 10 II LU EAVE EL: 421 v-a / /// Imo, y � 1 � y I I I � � / J I � I L I — — — Z — — — — — — — — __j — — — - — — — — _ -- — — — — — — — — — A A — — — — — - — T � \\ / // I( C I I l � W12 10 RIDGE EL: 8215'-0" HI o ui ui 6/12 LU RIDGE EL: 8216'-9" > loe CN 10 10 �I II — — — — — — — — — — — — — — — — — — — — — — — — — — — — < I II II EAVE EL: 8207'-9 EAVE EL: 8211' -3" LU ui 0 6/12 11 I 0 ce II FLAT ROOF II II II 8 4/1 C14 L-> 00 I I II LU LU II i� w 1 I " I l e II N I 10 Ii 4/IL PROPOSED ED PROPERTY LINE — — — — — — — — S I_ ---- _. - - -_. ----------- - - - - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- - - -- -- — — — — — -- Ll CIS r I l I I I W.r4m I I I / � J / �� I ( (( /JJ \�\ /f /J 4�/ (--{ � I J J / b \ ��L zo EAVE EL: 8211' -3" N 10 �I 01 LU LU 0 � I I I kL w HIP p r y EAVE M 82077 EAVE EL: 8209'-6' FLAT ROOF — — — — — — — — — — — — — — — — — — --- --I- - ------ --- ------------------ — — — — ----- -_ _ 1 _J LLJ LU w II / \\ i I� -- 10 Hip I , — — — — — — I w 6/12 01 < C LLJ I i � \ < < 10 Q Lli 6L2 > w L_ —__— — — — — > > RIDGE EL: 8214'-2" ' ' ____ _ -- \�/ = HIP ¢ � v /// �4 i ( 6/12 RIDGE EL: 8214' -9" 7 T 10 Lj - -- - - - - -- UNI J �� _ ff �`� °' / f /, \\ �P�\,E� I L_____�.._I_i 1 I I I I II 04 EAVE EL: 8209'-6" \ �/ W \\ I II 10 6/12 I I I Z 9 L w L ----------- ------- - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — EAVE EL: 8207'-6" I A2.5 I'M - 61 .1,00F PLAN SCALE: 114'= V-9' Scluil S. Tunipseed, AAA 1 40, • • iI LU U-1 F- Q_ uj Z 45 0 5 U (n .V) A2*5: PLAN ROOF cy) c: co 0 cj) 0 (D cn 0 u U V) a) ( 6 co N m ' c o 0 0 r-1 w o " Z 4- 0 6 4- c 0 D 0 U Z) v) m o6 F— w a 4- V) � vi z > 1 40, • • iI LU U-1 F- Q_ uj Z 45 0 5 U (n .V) A2*5: PLAN ROOF U Z 9:4 w > z > 1 40, • • iI LU U-1 F- Q_ uj Z 45 0 5 U (n .V) A2*5: PLAN ROOF u Scott S. Turnipseed, AAA -,--�FRONT EXTERIOR ELEVATION A3.1 J SCALE: 1/ 4" = V-Y' 0 (Y) c) C LLJ Q 0 C (D r-, • • • rZ, Cq 0 • 0 ` • C'4 0 0 Z 0 ce) 0 �4 P4 0 u 4- U 4- V) 0 r. o Z 75 0- U LU > CY) 0 LLJ -,--�FRONT EXTERIOR ELEVATION A3.1 J SCALE: 1/ 4" = V-Y' 0 (Y) ♦ C LLJ Q 0 C (D r-, c6 m C rZ, Cq 0 LU 0 ` 4= 4— C'4 14- 0 0 (D Z) 0 ce) 0 6 C14 m 4- U 4- V) 0 r. o Z 75 0- U LU CY) 0 LLJ a_ Lli Z 0 uY -,--�FRONT EXTERIOR ELEVATION A3.1 J SCALE: 1/ 4" = V-Y' (Y) ♦ C 00 0 C C c6 m C rZ, 0 LU 0 ` 4= 4— C'4 14- 0 0 (D Z) 0 ce) 0 6 C14 m 4- U 4- V) 0 r. o Z 75 0- U CY) 0 T.O. GYPCRETE EL: 8186'-6" T.O. SLAB b �z 7 b T-(')- PL m ON - - - - - - - - - - - - - - - - - - - - - - - W U N I T ----------------- - - - - - - - - - - - - - - - - - - � - - - - - - - ,RIGHT EXTERIOR ELEVATION A3.2 J SCALE: 1 / 4 " = 1 '-O" A co A-+ c 00 uj 0 70 0 LD 0 c! (D U m Cq C 0 Uj ON - 4 f) C14 06 ��z�o ,- 4- (D :t= 0 0 0 0 D c6 (D U-i �i � a 0 o 14- uj 0 V w V) A A-+ c uj Cq O - 4 C40') ��z�o U-i �i � a uj uj Cq O U-i uj w CL uj u z 0 ( ^y �� Scott S Turnipseed A!/\ � ~40 �� w . _ _ `g V) u m o~ �� - — C4 =_ 0.5 v ~ --- ` CN �� [L 2 4-- "Y) �� _ _ m ~~ ~ �� «� U U U �^U U U ' | | �� xr� �� U K�� K `� U | | | L- �__- L-_�_-_--____-__--____ . . ' �--------------------- �------------------ 7 -------------------- 7 ] \ | � | _J _____________c____________-----------�----------- . . --------�------------ ------ | ' . | | \ | | | '_________--------' .---------�--- | | | ' ' � | � 1 �-^- ' | ------------------ -------------- '-----------------' | ' | L_ __________________� _ �--------- T ---- __-_-_-_ | ( | � � L__________ ___-----� �------------------ � ' REAR EXTER R ELEVA Is CL LU � ' T.O. moGs rl` u Scott S, Turnipseed, AIA 12 6 1 -AOO 12 EL: 8216'-9" - 1 6 I I f I r t \ I - - - ---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- --------- '7 f I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — n=nq2,,� I ------=- ---- --.__ - - - - -- _ - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E A T U N I T . L. ' • I � I I L - ------------------ - - - - -- - ----------- — -------------------------------- — L ---- - - - - -- - — — — — — — — — T.O. SLAB EL: 8163'-6' RIGHT EXTERIOR ELEVATION A3.4 SCALE: I/ 4!'= V-Y' EXTERIOR ELEVATIONS co co 0 (D 0 0 0 6 cy a) 4 C CO 6` ' 0 F, UJ u D CV C ;t= N 0 01 0 U CY) 0 6 (D a) C4 m C5 a) V) cT 4— ce) 0 T.O. SLAB EL: 8163'-6' RIGHT EXTERIOR ELEVATION A3.4 SCALE: I/ 4!'= V-Y' EXTERIOR ELEVATIONS 0 I C) C I'D C-4 V--q 00 op 0 M I n 0 e 0 >< U 0 > do C) 00 (7 t" co 00 c. 4 X cr, 0 P-4 Lot 4-W Aspen grove into me oacK Vara. M1 Oco W t MX4 Incorporated All RijK' ,, Reserved This document, and the ideas and designs inco rated herein, as an 01 instrument of professional service, is the property of Fieldscape Incorporated and is not to be used, ' -hole or in Bart for any other .. iect "vid." written Sheet L2 of two Job No. 0109.00 • 0 • 4 • • • M1 Oco W t MX4 Incorporated All RijK' ,, Reserved This document, and the ideas and designs inco rated herein, as an 01 instrument of professional service, is the property of Fieldscape Incorporated and is not to be used, ' -hole or in Bart for any other .. iect "vid." written Sheet L2 of two Job No. 0109.00 OVERHEAD UTILITY LINE (APPARENT EASEMENT) VIA U N PLATTED TREELINE EDGE OF SKIWAY t / I % 24.9 W V) W OVERHEAD UTILITY LINE FOUND PLAIN #3 r Go bo p • 1 N V UTILITY AND DRAINAGE EASEh r . 1 �1. lifflififfasim GUY WIRE'S ( / �/ CJ / / 00 O /? p LOT 5 { 1.034 ACRE 616 C?. Q O 0 ho 1 lffi • • T b i 0 0 0 i I` PARCEL B LOT 6 3 2.0 4 , 1� 11 e 0 as > a O O o O O EDGE OF FLAGSTONE WALK AND FIREPIT AREA LOT 6 L EDGE OF V7 CONCRETE PAN to NOTES: 1) DATE OF SURVEY: 7/14/10 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED PLATS, 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 0060, LOCATED N. OF LOT 3, BLOCK 1, ASBUILT INV EL= 8163.8. 5) BASIS OF PROPERTY LINE LOCATION: S CRN L4/5 & S CRN L7/8. 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) 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, THE TOWN OF AVON SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. FLAGSTONE PATIO / EL= 8168.0' t _ O 1\ C§� ce > 7.6 FIRE 522 o HYD � N h ' � 4 / 8 9 8' ENT / • EL— 1 � TIE WAL ! �- f STORY $ ' t � / 54.7 / ONC. 34 4. WALL �� ? UTIL. STUB A ' / IRON POST C ' 7 j --' 2 STORY WOOD r'y ;c,:'w .'�, C0 ` f -- AND ROCK HOUSE 0.4' NTRY 56,6 0.4' 10.fi S3. 0.4' �,-- f f' •''' r CONCRETE PAN 13.2 ENTRY r n �.`• 7 s. O =:8168. 67.9 X 67.9 STEPS r . r•i. c " ,. / C) 0 40 V U , .4 r' i+ ) ,, :• ', r. "'q. " / 58.5 s. 13f;ldl�l '' : 87,2: RJ.. •:'',x .' ;'_ - Y'' °::� ; �' :,�:, :, ..• / FL DITCH (� ,'' • t:; +4, , :f' "r. "'+ _{ 60.2 ` INV.OUT 1.0' CMP b ROC CJ WALL ' ` ' `' CC, �� . P�L .'• . ENTR D O > > 8177. / / �•.. °� 11 EDGE OFASPHALT ROAD STAIRS "" x I 4 3.0 DECK y I / STUCCO 4.0 EDGE OF WALL ' ,tf -° CONCRETE X RIVE 66.Q " • ..... ... 65.2 ADDRESS STONE HOT B WALL TU 1. O INDICATES DECIDUOUS TREE WITH APPROX. 0.5' DIA. TRUNK 0 INDICATES DECIDUOUS TREE WITH APPROX. 1' DIA. TRUNK 0 INDICATES DECIDUOUS TREE WITH APPROX. 1.5' DIA. TRUNK A INDICATES CONIFEROUS TREE WITH APPROX. 0.5' DIA. TRUNK A INDICATES CONIFEROUS TREE WITH APPROX. 1' DIA. TRUNK INDICATES 10' DIA. BUSH �.� 411 99 P. O. BOX 123 EDWARDS, CO (970) SURVEYOR'S CERTIFICATE I, Mason L. Tarry, a Professional Land Surveyor registered under :-the lows 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. Mason L, TorT _ �� _ — � -- Colorado P.L.S. 38233 Date:------ --- - -- TOPOGRAPHIC SURVEY LOT 5, BLOCK 1 VAIL VILLAGE, SIXTH FILING TOWN OF VAI L, EAGLE COUNTY, COLORADO 1149T.DWG MLT 7Z14/10 JOB N°' 1149 I 1 / / IMPROVEMENTS SHOWN ON LOT 4 -W ° ARE FROM EVS SURVEY DATED 12/04