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CONTRACTOR ARCHITECT FROJECT ORAKN6 INDr=X
BECK BUILDING COMPANY BETH LEVINE ARCHITECT, INC. NARRA71VE GI.I COVER
P.O. BOX 4050 P.O. BOX 1825 THE EXPANSION OF THE DRIVEWAY 15 THE PRIMARY G I.2 SITE GOVERA6E-EX I STI N6 VALUES
VAIL, GO 81658 AVON, GO 81620 PURPOSE OF THE PROJECT. THE DRIVEWAY IS
(q`70) q4q-1800 (q70) q26-4gg5 FAX (q70) q26-2gg5 PRESENTLY A 16'q" WIDE BACK OUT DRIVE. THE 51.1 SURVEY
GONTAGT: FORREST WATSON GONTAGT: BETH LEVINE OWNER 15 REG2UEST1 N6 THE DRIVEWAY BE WIDENED A1.1 SITE PLAN
BY 11'-5" FOR A TOTAL WIDTH OF 28'2" OR 2q'. V
O
BASEMENT/GARAGE/ENTRY LEVEL: A2.1 BASEMENT/GARAGE/ENTRY LANDSGAPE PLAN
C. URVYOR -EXPAND THE DRIVEWAY AREA A2.2 MAIN FLOOR PLAN-DECK
-ADD A GATE UNDER THE DECK ON THE PATIO
A5.1 NORTH � EAST ELEVATION
PEAK LAND CONSULTANTS, INC. -N NMELT THE DRIVEWAY A5.2 SOUTH WEST ELEVATION
1000 LION'S RI D6E LOOP -APPLY FOR A "RI 6HT-OF-WAY-PERMIT, ADD C
VAIL, GO 8165`7 -LANDSCAPIN6 IN THE 'R16HT-OF-WAY" O
(q70) 4-76-8644 FAX (q`70) 4`76-8616 -NEW DRIVEWAY MATERIAL TO BE STAMPED
COLORED CONCRETE TO MATCH SIDE "B"
MAIN FLOOR PLAN: ct
V '�I $� GK '�I I N07r=5 � �I G I I �l I TY M A I 2 W I TH GRAY COLORED CONCRETE TO MATCH TH G E I E RA L 0 tz
I�7- IL11`V VVL.V I�
1. MATCH ALL EX I ST I N6 MATERIALS AND �
� �Luo TOWN OF VAIL REVOCABLE PERMIT TO ERECT OR STANDARD OF GONSTRUGTI ON UNLESS
�,ti -, RED SANDSTONE MAINTAIN IMPROVEMENTS ON A PUBL I G
' SOLAR
cd ELEMENTARY VAIL NOTED OTHERWISE. Q� 00 a-j
to 551 k), R 16HT-OF-WAY PERMIT I NGLUDED IN THE 2. ALL DIMENSIONS ARE FRAM I N6 0
•7 6 9 p UNPLATTED APPLICATION UNLESS NOTED. VERIFY ALL DIMENSIONS
PHASE -r - EX1571N6 WITH THE ARCH I TEGT. � � � �
PHASE 5. DO NOT SGALE DRAWIN65. �� O to
1V 1z r INTERSTATE 4. THE DRAWIN65, AND OTHER DOCUMENTS ,-� ,�
PHASE PHASE � c Ir+ T.o v.l
1 2 3 , 4 25 OVERPASS RA>rT E IM RO J E C T VALUE5 PREPARED BY BETH LEVINE ARCH I TEGT, O '
�s� 897 995 3 891 • SUN VAIL OVERPASS I NG. FOR THIS PROJECT ARE U
CiRCLE 5 PHVASE VAN GE • LOT SIZE = 1.054 ACRES INSTRUMENTS OF THE ARCH I TEGT'S \O 'er
e 7 6 5P01 T 2 =45,041 SO.FT. SERV I GE FOR USE SOLELY WITH M
896 898 89 ST-
NORTH DAY IO WINDS 1 AI NSH RESPECT TO THIS PROJECT AND UNLESS
9 TOTDLOONE PARKING LOT I 548 Lro (St. I I NF OTHERWISE PROVIDED IN WR I T I N6, THE
10 VAI IONSHEAD �— ARGHITEGT SHALL BE DEEMED THE
/� 500 VAIL •
17 1 4th. F ING LAN 510 RK' LIF HOUSE 3 21, 1 TRaCTF T C O R SOLE AND EXGLU51 VE AUTHOR OF THESE
86 L VILLAGE ® E705A" PL —' / • IONSHEAD ` — DOCUMENTS AND SHALL RETAIN,
TRACT 616 RCADE 61 VALUES WITHOUT LIMITATION, ALL COMMON LAW,
9th.FILING , T C 53,
SU.'VBIRO GONDOLA BEET STATUTORY AND OTHER REVERSED
vA 10sPa MON684 EROS r,2s 600 452 ALLOWED SITE GOVERA6E R 1 6HT5, I NGLUD I N6 THE GOPYRI 6HT
d E TR T H 4 LIONSHEAD •
G\R r 8 CENTER 5 = 20% HEREOF.
LION'S SQUARE 5
PD M RRIOTT i� NORTH • = g008 SOFT.
E MARK o 635 1 EXI STI N6 SITE GOVERAOE (SEE G 1.2)
VAIL ASSOC. WEST �'\� 714 ft. TRACT D l
MAINT. SHOP WEST LION'S SQUAB = 5.1%
662 DAY C ANTLERS , LODGE =5652 SO.FT.
NIL VI AGE LOT A 3 e 660 TRACT B NEW ADDED AREA Rr=f r=Rr I NC r
J� IwI I
1d. 508 SO.FT.FILI G TRACT A
B D 525 FOREST ROAD =4160 SO.FT TOTAL
LIONSHEAD =q.2%
VAIL LION TOT LOT
SEWER SKIER BRIDGE DRAWIN65 FROM THE PAST PROJECT
PLANT TRACT B 155LE DATE
TRACTC 846 SUBMITTAL HAVE BEEN REFERENGED BY
890 OO Z 4 G Rf A A=�I;)r==� PERM 1 551 ON OF THE DEEVY'S 1 TOV DRB 1 1 -10-1 1
5 54 3 2 0 443
REVISED TOV DR 4-16-12
765 a5 725 • 695 5 825 TENNIS
615 COURTS 463 NO NEW GRFA I. DEEVY REMODEL
H N6E TO TOV DRB 5-2-12
0 .` FST 756 (A) FOREST ROAD
�'o 4�a ° Ln PERMIT SET-2-15-2000
UNPLATTED 5 OUTDOOR 16 H T BACKGROUNDS ON A5.1 A3.2
• 454 i
666
15 17 19 12 n 71 7 6 7 s 5 4 3 2 • VALUEB_ 2. 7 56 FOREST ROAD IIB II 800 799 796 756 736 716 706 696 . 636 616 596 586 556 486 DRB04-051 q
VA V LLA E 6 L G TRACT A I C 466 I 5-4-2004
NO NEW OUTDOOR L I6HT5 SHEET G 1.2
MORCUS SUBDIVISION VAIL LIONSHEAD
_� r-Ill u.In i_A A nn
ZONING
PRIMARY-SEGONDARY TWO FAMILY
RE51 DENG I AL
FRONT SET-BAGK = 20'
SIDE/BACK SET-BACK = 15' DESIGN REVIEW
TOWN OF 1 STAFF APPROVAL
GODS
INTERNATIONAL RESIDENTIAL GODS
200q RECEIVED
By David Rhoades at 10:20 am, May 03, 2012
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DRAWN BY:
cr `7C7 155UE DATE
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dr �' ►� 0 S _G'I's/ I d 'GPI �L S-c TOV PM 1 1 -10-1 1
t �� , *. , * , • • 1 REVISED TOV DR 4-16-12
I s •• r •
I � � � � r � �`► � .� �'•r __ _-- 1`�� -- 2 Ii N6E TO TOV DRB 5-2-12
1 _
�'I�IJ�t'S�I�G�. 1 � tI � t -• � ����' �` �� .�t ` :: �.-tom__.
ry e`, r4 turn 4o
-SITE. PLAN
DESIGN REVIEW
TOWN OF VAl1. ` STAFF APPROVAL
RECEIVED
By David Rhoades at 10:20 am, May 03, 2012
DIVIDED L GE REf=ERE CE OILY-EX I ST I N6 SITE GOV�RAG� VALUES AAS IN INCORRECTLY.
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THE EXISTING VALUE IS: 1.5%
• o
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I I I GRAPHIC SCALE
LOT 12 20 0 10 20 40
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OI ( IN FEET )
1 inch = 20 ft.
I
NO2 000'00"E - 411.59' I o M
I II
I T
M j n
0 I PARCEL A
D I
M I
Z I LOT 11 r' (� I COMMENCING AT THE NORTHEAST CORNER OF LOT 11;
I - THENCE S71*39'04"W A DISTANCE OF 58.14 FEET;
I 1.034 ACRES I _ TO THE TRUE POINT OF BEGINNING;
00 - - -- - I THENCE N87°43'12"W A DISTANCE OF 7.9 FEET;
1 ----- ---
j 0736 I I THENCE NO2°16'48"E A DISTANCE OF 8.7 FEET;
I I 1 I THENCE N87°43'12"W A DISTANCE OF 26.7 FEET;
U1 i I I iI I THENCE S02°1 6'48"W A DISTANCE OF 34.2 FEET;
13;1 (� i I FOUND PIN AND CAP THENCE N87°43'12"W A DISTANCE OF 4.9 FEET;
LP I 1 i1 L.S. No. 30091 THENCE S02°1 6'48"W A DISTANCE OF 12.5 FEET;
I THENCE N87°43'12"W A DISTANCE OF 3.5 FEET;
I PARCEL A iI O j THENCE S02°1 6'48"W A DISTANCE OF 23.6 FEET;
II O I THENCE S87°43'1 2"E A DISTANCE OF 22.6 FEET;
UNPLATTED I ; 1 =off, I
� I THENCE NO2°16'48"E A DISTANCE OF 9.9 FEET;
I O i I THENCE S87°43'1 2"E A DISTANCE OF 20.4 FEET;
THENCE NO2°16'48"E A DISTANCE OF 51.7 FEET;
I I m i I TO THE POINT OF BEGINNING, COUNTY OF EAGLE,
STATE OF COLORADO.
00 I I
PARCEL B
� I
COMMENCING AT THE NORTHEAST CORNER OF LOT 11;
I PARCEL B I \ O i ? I THENCE S71°39'04"W A DISTANCE OF 58.14 FEET;
N THENCE S02°1 6'48"W A DISTANCE OF 24.0 FEET;
1 \ O I w TO THE TRUE POINT OF BEGINNING;
I I \ m I THENCE S87°43'1 2"E A DISTANCE OF 6.8 FEET;
I I \ o THENCE NO2°16'48"E A DISTANCE OF 14.5 FEET;
I \ ^ I THENCE S87°43'1 2"E A DISTANCE OF 36.3 FEET;
Q THENCE S02°1 6'48"W A DISTANCE OF 55.5 FEET;
j \ Co m THENCE N87°43'12"W A DISTANCE OF 43.1 FEET;
1 z I
L_ THENCE NO2°16'48"E A DISTANCE OF 41.0 FEET;
- - - - --- - -- J \\ FOUND PIN AND CAP
L.S. No. 27598 TO THE POINT OF BEGINNING, COUNTY OF EAGLE,
I
\
I S02 000'00"W - 407.28' STATE OF COLORADO.
\
I
LOT 10 I
I
I
I
I
I
I
I
I
I
IN87°43'12"W - 3.5'
0� S02°16'48"W -12.5' GENERAL NOTES:
4o S02°1 6'48"W
. / 32 r - 276-' - N87°43'12"W - 4.9' 1. DATE OF FIELD WORK: JANUARY 20, 2005. SEPTEMBER 20, 2006 AND DECEMBER 29, 2010.
W I
00 -I 2. PROJECT BENCHMARK: FOUND PIN AND CAP NEAR THE NORTHWEST CORNER OF LOT 7. ELEVATION
N L - -10216'48"W = 8090.1'.
8123.54 b, C'I 347 1
6120.31 iv I 1 3. APPROXIMATELY 0"-48"' OF SNOW ON LOT ON DATE OF TOPOGRAPHY, OTHER FEATURES MAY EXIST
m NO2°16'48"E -9.9' I0 WHICH WERE NOT VISIBLE NOR SHOWN HEREON.
wv� CONCRETE I 00
n RETAINING WALL L - "Iw 4. PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO
ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. RECORD DOCUMENTS
17.4' 6) 6.6' REOTAINING WALL 100 PARCEL A V1N UTILIZED IN THIS IMPROVEMENT LOCATION CERTIFICATE WERE PROVIDED BY LAND TITLE GUARANTEE
n 2.0'X2.0' COLUMN o
9) I I COMPANY, ORDER No. V50013863, DATED MARCH 3, 2006, AT 5:00 P.M..
v /8123.34 I
OVERHANG 8122.57 5. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON
•° 612173 8120.27 1,m f J ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN
6.3' 20.3' `° __ NO EVENT SHALL ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
- �{- - -- - _ __ - - -- \ NO2°16'48"E -_51.7' THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON.
8123.62 I - -18.9' - r NO2°16'48"E - 41.0' ---` NO2°16'48'E - 8.7'
o PA' „ 8120.51 1 _--
8123.59 I I 8123.67 / I S87-43'1 2"E - 6.8'�L - - \ N87°43'12"W - 7.9'
5.1'� I� �(
I 8120.48 1 I �
8123.04 I 8123.70 I NO2°16'48"E -14. '� 1 \ S02°16'48"W - 24.0'
1.9'� 1 5 I Ln
20.0' of I 1 00 \-�
1.9' EDGE OF PLOWED 0001 WIC \\o
F.F.=8123.10 N I DECK WOOD I ASPHALT vI PARCEL B �,, ;! \Q CTI 'A /p RETAINING I w Iry
�i
WALL I rv� Im \
PARCEL A ���\ I I \ SURVEYOR'S CERTIFICATE
- - I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF
�^! 1 9 nnpp1 \00� I S02°16'48'W - 55.5' J \ MADE BY ME O AND LUNDER MYOSUPERB SON, AND TTHATTT E MOAP ISAACCURATE AND
N
o❑J 8121.25 1 \ CORRECT TO THE BEST OF MY KNOWLEDGE.
\
I \ N.E. CORNER
DATE:------------ ---------------------------
�0 I OF LOT 11 BRENT BIGGS
' FORO&AON BEHALF OF 27598
8126.66 PEAK LAND SURVEYING, INC.
23.8' /8123.48 / 8121.82 P4RClL IJL'T 4IL
BOULDER
17.0
RETAINING W LL\�I \ / Sr4.z.F•
�Q t E \('/
Vc i" ` 8123.48
8122.13
0 CONCRETE
o DRIVEWAY
co
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N DESIGN REVIEW
STAFF APPROVAL PARTIAL TOPOGRAPHIC MAP
>s I
TOWN OF VAIL E PARCEL A, LOT 11 , BLOCK 1 ,
o I VAIL VILLAGE, SIXTH FILING
RECEIVED TOWN OF VAIL,
M P4RC�L I>�'T�4IL
co
By David Rhoades at 10:20 am, may 03, 2012 EAGLE COUNTY, COLORADO
3 PEAK LAND CONSULTANTS, INC.
M PEAK LAND SURVEYING, INC. DRAWN: JVK III REVIEWED: BB
SHEET 1 of 1
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DATE: 01/03/11 PLC JOB#: 643.2
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970-476-8644 FAX 970-476-8616
� 1000 LION'S RIDGE LOOP VAIL, CO 81657
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PHANTOM LINE PROPERTY
INDICATED OUTLINE LINE
f OF DRIVEWAY AREA NEW PLANTER
/ AREA = 1226 50.FT. I TO MATCH I
0 RETAINING
SETBACK WALL WITHI
op LINES I PERENNIAL
133.40
PLANTIN65 I
8125.32 I
n
� NEW 812 I
4--0° I UNHEATED CONCRETE
~�
8123.54EXI5TIN6 CONCRETE-I XISTIN6 s12o.31 — ( PAN AT END OF U
RETAININ6 WALL. NEW RIVEWAY I DRIVEWAY PER TOWN O
r--a
_ � � STONE TO MATCH T BE
I I OF VAIL STANDARDS �
BUILDING, APPLIED ONI T PAVED
I � ENTIRE FAGS OF WALL A D r..�
A149 G-AP I I SNOW LT'''I�
b°HEL-TED —7 RI -
6HT- F W�Y TO
/8123.34 XISTIN6 BOULDER IBE A S PAR�TE O
RETAININ6 WALL22 b HEATIN ZONE ro
REMAIN 122 $120.2
J N 8123.62 NE Ij NFIL I <�
WAII L-SE I 8120.51 O
I 8123.ss EL VATI 0)
I _ EXISTING EDGE �
8 3.0
NEW G TE / OF DRIVEWAY
/ NEW 8125 FOUND PIN AND CAP
------ NEW ED6E OF O
PARCEL to
F.F.=8123.10 III REMOVE XISTIN6 DRIVEWAY L.S. NO. 30091 �/ ,�
I �I WOOD RE�AININC, L�
XISTING 8124 I WALL LSD
NEW BOULDE EDGE OF � `O
RETAININ6 N LO - 1O`O" PLOWED ROAD r-I
NEW 8126 EXISTINC, O III RIGHT-OF-Npy OFFSET FROM THE EDGE OF THE �-1 X
DECK O �� PUBLIG ROAD O O
I I ABOVE NOTE: EDGE OF WEST SIDE PLANTER + EAST SIDE 0
J �EI5TINC-2 N 6 N�LL
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OLUMN
— _,---NEW LANDSCAPE WITH NEW
— BOULDERS, NEW RED TWIG
O I
8126.66 DOGWOODS, AND NATIVE
I 8123.48 / 81REFENNIALS `O
L _ — -�— >
—� 8123.48
I � ^ 8122.13
I ILEXISTIN6 (p
A=%JACEN7 BOULDER I P7
I I RETAININ6 I �
WALL
HOUSE I _Z
► I I N Cif
I Q
PARCEL Go
CONCRETE
DRIVEWAY
00m
— 15EVE DATE
— -I FOUND PIN AND CAP TOV ORB 11 -10-11
L.S. NO. 27598 1 REVISED TOV DR 4-16-12
2 H N6E TO TOV ORB 5-2-12
FLANAI.I NOTE: ALL DRAWINS
SCALE: 1:10 NORTH INFORMATION
REPEATED ON SHEET
A2.1 AT 4"=I'O" SCALE
PLUS THE LANDSCAPE
PLAN DESIGN REVIEW
TOWN 0 6V�Al STAFF APPROVAL
RECEIVED
By David Rhoades at 10:20 am, May 03, 2012
-.1 ALI
r� v
o�
PHANTOM L I N I ND I GATED I I
� OUTLINE OF RIVEWAY AREA �I C�
/ \ AREA = 1226 SQ.FT. PROPERTY LINE I LAS ` I;SOAFE K��
D I I
\ � r
\ SETBACK LINES U
/ \ 0 I NEW PLANTER TO MATCH I W
\ P PERENNIAL PLANT NOS I /
z I
/ - \00 _--- EEXXMATING BLUE SPRUCE TREES TO M--� O
40 Co 3 2 I
�
Mx NEW 8123
/ -� I UNHEATED GONGRETE
PAN AT END OF O
DRIVEWAY PER TOWN
4--0- , OF VAIL STANDARDS \ EXISTING ASPEN TREES TO REMAIN W
8120.31
—�_
8123.54 I I
I W � O � ON
EXISTING CONCRETE RETAINING EX STING DRIVEWAY TO BE I I NEW RED TW16 DOGWOODS X U �+ cV
WALL. NEW STONE TO MATCH RE AVER AND SNOWMELTED 5 GALLON 51ZE O
BUILDING, APPLIED ON ENTIRE I
0 �� FACE OF WALL AND GAP SNOWMELT IN I RI6HT-OF-WAY T BE I O O O
A SEPARATE HEA I N6 W Q
-`-- I ZONE �II NEW BOULDERS FOR LAND5GAPIN6
M XISTIN6 BOULDER
RETA I N I N6 WALL TO I I I
REMAIN
8123.34
8 122.57 I II
I 8120.2 �I
122 I
- - - -
C� NEW INFIL I 8120.51 0
a�\\�°� 812 3.6 2 i WALL-SE
ELEVATI N I EXISTING E06E OF DRIVEWAY
C� TI �� NEW GATE �
8123.59 I +►
I
I
81 3.0 O
I a
I /
NEW 8125 I REMOVE EXISTING NEW EDGE OF DRIVEWAY
WOOD RETAINING r+
WALL }� EDGE OF PLOWED ROAD
F.F.-8123.10 \�l III I
I X
812 4 I N BOULDER
RE EXISTING INING WALL �l cp �-+ t
�� III I ^ o to
ICU
RI6HT-OF-WAY ✓
EX1571N6 HOUSE � �
EXI 6 E K I OFFSET FROM THE I
W 812 6 A V O I ED6E OF THE PUBL I G I ••-�
NEW I ROAD
PARCEL A I O I NOTE: EDGE OF WEST I ✓
SIDE PLANTER + EAST I
r\ I SIDE RETAININ6 WALL I
�I I
---EXI IN D K 8121 . 25 I
GO U S
G I T G
� I ,I
0
— NEW LANDSCAPE WITH
I NEW BOULDERS, NEW
RED TWI6
\� �\ i DOGWOODS, AND
V NATIVE PERENNIALS
/ r I
L /
/
— — — � 8126.66
123.4 / 8121 .82
/ ISSUE DATE
TOV DRB 1 1 -10-1 1
\ I / REVISED TOV DR 4-16-12
/ \ \
H N6E TO TOV PRE, 5-2-12
�\ � V 8123.48
r� �r
8122-13
A=%JACEN7 HOUBE
EXISTING BOULDER �I I PIN
PARCELI RETAINING WALL
GA AGE/SAS EN7/EN7R**T'0
r,--� LE EL FEL00 FLAN OF
5
DESIGN REVIEW
SCALE: I/ " = I'-O" NORTH TO VA11
RECEIVED
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/ 155UE DATE
/ TOV ORB 11 -10-11
/ 1 REVISED TOV DR 4-16-12
H N6E TO TOV DRB 5-2-12
EX1571N6 HOUSE
I � tv"IAIN r—LmCCR f=L=AN—l:)r=0K DESIGN REVIEW
STAFF APPROVAL
SGALE: 1/4" = 1'-0" NORTH f OF VA!L
RECEIVED
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155)E DATE
TOV ORB 11 -10-11
1�I L. 1 REVISED TOV DR 4-16-12
fk-cy Ind 2 H N6E TO TOV ORB 5-2-12
RE: SURVEY
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`- A,;Z& tics �owF-9 GN I
_ NEW STONE N�4LLS TO RE: SURVEY
MATCH BUILDING STONE
DESIGN REVIEW
TOWN OFO
NORTH ELEVATION VAIL STAFF APPROVAL
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By David Rhoades at 10:20 am, May 03, 2012