HomeMy WebLinkAboutDRB150108 Plans ApprovedApproved by the
Design Review Board
TOWN OF UA j L " By Joe Batcheller at 1:54 pm, May 08, 2015
STUDIOS, INC.
DESIGN REVIEW PRESENTATION
ELEVATOR ADDITION
1500 MATTERHORN CIRCLE
VAIL, COLORADO
CLIENT0
:
EAGLE POINT RESORT
04/13/15
Architecture I Design I Strategy
studio 1970 1328 1
www.agostudios.com
PO Box 6053
Eagle, (0 81631
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
PEAK LAND CONSULTANTS, INC.
PEAK LAND SURVEYING, INC.
970-476-8644 FAX 970-476-8616
1000 LION'S RIDGE LOOP VAIL, CO 81657
1-�
SEWER MANHOLE MH 0020
RIM ELEV = 8017.5'
INV ELEV = 7997.5'
(PROJECT BENCHMARK)
/ 100 YEAR FLOOD PLAIN
(SEE NOTE 5)
FOUND PIN & CAP
L.S. No. 4974
FOUND PIN & CAP
L.S. No. 27598
TREELINE -\
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GENERAL NOTES: SURVEYOR'S CERTIFICATE
I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO
1 DATE OF TOPOGRAPHY: JULY 25, 2006. HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS
ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE.
2 BASIS OF BEARING: THE LINE CONNECTING THE MONUMENTS FOUND AT THE CENTER ',/ CORNER AND
THE SOUTHWEST CORNER OF THE COLDSTREAM CONDOMINIUMS BEING S88.59'31"W - 320.0' (SEE DRAWING).
3 BASIS OF ELEVATION: HARN CONTROL POINT "SPRADDLE" ELEVATION = 8287.82' (NAVD 88). DATE: ___-------------------------
B
BRENT BIGGS COLORADO P.L.S. 27598
4 PROJECT BENCHMARK: SEWER MANHOLE MH0020 LOCATED NEAR THE NORTHWEST CORNER OF THE EAGLE POINTE FOR & ON BEHALF OF PEAK LAND SURVEYING, INC.
CONDOMINIUM, RIM ELEVATION = 8017.5', INVERT ELEVATION = 7997.5' (SEE DRAWING).
5 50' STREAM SETBACK DERIVED FROM THE FIELD LOCATION OF GORE CREEK ON JULY 25, 2006.
6 THE LOCATION OF THE 100 YEAR FLOOD PLAIN WAS APPROXIMATED FROM THE TOWN OF VAIL
FLOOD PLAIN STUDY BY J.F. SATO AND ASSOCIATES, DATED FEBRUARY 21, 2000. THIS FLOOD
PLAIN STUDY IS PROPOSED AND NOT YET APPROVED AT THIS TIME.
7 THE DOCUMENTS RECORDED IN BOOK 189 AT PAGE 59, BOOK 191 AT PAGE 241 AND BOOK 220 AT
PAGE 385 ARE FOR AN EASEMENT OF INGRESS AND EGRESS, AND FOR WATER LINES. NO DOCUMENTS
WERE FOUND FOR DEDICATION OF PUBLIC RIGHT-OF-WAY TO THE TOWN OF VAIL.
8 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 UTILIZED
IN THIS TOPOGRAPHIC MAP WERE PROVIDED BY FIRST AMERICANT HERITAGE TITLE COMPANY, ORDER No.
615 -h00041 37 -061 -STP DATED JUNE 24, 2004, AT 8:00 A.M..
9 THE EAGLE POINTE CONDOMINIUMS ARE SUBJECT TO AN APPARENT SANITARY SEWER EASEMENT AS SHOWN
ON LAND TITLE SURVEY No. 1078 BY EAGLE VALLEY ENGINEERING AND SURVEYING
50' STREAM SETBACK 10 THE EAGLE POINTE CONDOMINIUMS ARE SUBJECT TO THE RIGHT OF WAY AND EASEMENT OF GORE CREEK.
00 (SEE NOTE 4) 11 NOTICE: C1/ SECTION 12
�O ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS TSS, R81W, 6th P.M.
SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION FOUND No. 5 REBAR
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF WITH YELLOW PLASTIC CAP
CERTIFICATION SHOWN HEREON. 8031.0 L.S. No. 12770
8003.9 FOUND No. 5 REBAR
WITH YELLOW PLASTIC CAP C 0 LD S TR E A M
L.S. No. 12770
X EVERGREEN TREE 0
CONDOMINIUMS
WITH TRUNK DIAMETER
(TYPICAL) MO G
STq%p k WOOD FENCE X ciO
8017.6 k NORTH LINE NEY4 SW V4 (BASIS OF BEARING) X x
X
80 X 40
8020 N88°59 31 E - 390.00 8025.9 8028.
8019.3 8020.'0 8032.7
l 282.8
UTILITY SHED
SHED THE EAGLE POINTE CONDOMINIUM
3 -STORY WOOD AND BRICK
O - CONDOMINIUM BUILDING RIDGE = 8053.9' 1.521 ACRES
O DI (BOOK 453, PAGE 441)
0) 1ST 1500 MATTERHORN CIRCLE
00 1ST FLOOR ELEVATION = 8020.1'
032.7 2ND FLOOR ELEVATION = 8029.6'
001 3RD FLOOR ELEVATION = 8039.4'
\ --I 8029.9 8020.1 8019.9
8018.9
CONCRETE WALKWAY 269.0' CONCRETE WALKWAY
O UMPSTER _ N + - -
000 8017.0 16.2' I \\\ - - - 44.0'
8020.2 - - - STAIRS
CONCRETE WALKWAY
8019.8 J \\ 16.0'
8018.7 16.3'
8019.7 8019.7
O 0 2 8020.5 -
�I
LIGHT 8020.9 1 -STORY WOOD BUILDING $
(TYPIPOLECAL) ao1s.3 CONCRETE WALKWAY FIRST FLOOR = 8021.1' N THIS AREA IS SHOWN APPROXIMATE
(RECREATIONAL/POOL/ETC.)
sols.s 8020.8
8015.0 8016.6 CONCRETE
WALL - 16.0'
(TYPICAL) I - - STAIRS N
/ ao2o.s
i 44.0' I
24.8
ASPHALT PARKING AREA -i L
8016.5 gp2p,g CONCRETE WALKWAY
1 8014.7 n
8013.1 8024.8
2 -STORY WOOD AND BRICK
00 8019.0 CONDOMINIUM BUILDING RIDGE = 8053.9'
/ 8017.1
1ST FLOOR ELEVATION = 8029.5' Ni
2ND FLOOR ELEVATION = 8039.3'
CA 8024.8
8021.1
8011.4
w
180149 WOOD WALL 80 7.
(TYPICAL) 8023.9
�f 8012.7
8010.8
C� �' .� DECIDUOUS TREE 80221 1.5
2\
EDGE OF ASPHAL WITH TRUNK DIAMETER FLOWLINE OF '
8008.8 ENTRANCE (TYPICAL) CURB AND GUTTER 8020.6- 9'3 " - 25.78' (CALC =
/ - - - - - - 80L6 - - -
. / 8012.9
80105
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8028.6
8029.1
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FOUND No. 5 REBAR
- WITH YELLOW PLASTIC CAP
L.S. No. 12770
- - - - - 8.59 53.70- I
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� 008.3 � \ � 8011.7 8014.9 ,
8019.1 8020.3 8021.1 � 8023.2
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F- •- -- - --- -- - --- --- ---- ------ --- ---- -- �- - ---- -- ------ ---- - ------ - - - - - - 8046.4
8013.5
I 8018.9 8023.2 8024.9 8028.6 O 0
G I i OD 8033.1 6037 2 .d. 8041.1 8045.1 o SEWER MANHOLE
/ 8009.6 O O L0 RIM ELEV = 8046 0'
8011.3 50 INGRESS/EGRESS, EASEMENT N WV WV
Oj (BOOK 191 AT PAGE 241) O � I
0 (SHADED AREA) (SEE NOTE 6) WV wMMv00 ' I 6
8012 5 - 8025.9 l� - - - - - I r 80342 - I - - - r 8038.9 I I- - - I o _ 8046.1
8008.7 ��---- -- ----� ---- ILIA 1 -L80 L --
O
EDGE OF ASPHALT J 8°'6.4 - - 8019'-5 - - - - 8023.1- MATTERHORN CIRCLE 7-78042.6 z
8031.1
8029.9 / (50' RIGHT-OF-WAY)
WATER VALVE (TYPICAL)
"V S89.59'31 "W - 352.58' 8027'6 ® ELECTRICAL SEWER MANHOLE MH 0040 °
RIM ELEV = 8007.1' FIRE HYDRANT (TYPICAL) TRANSFORMER
INV ELEV = 7996.4'
R=78.93' HOBBIT HILL, PHASE 1
L=100.74' (CALC 100.71')
CH=94.05 (CALC 94.01')'
CB=S52°25'32"W (CALC S52°25'52"W)
50' UTILITY AND WATER
LINE EASEMENT
(BOOK 220 AT PAGE 385)
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING
Cl 73°01'08" 28.93' 36.87' 21.41' 34.42' S53°21'42"W
C2 73°07'40" 78.93' 100.74' 58.54' 94.04' S52°25'24"W
TOPOGRAPHIC MAP
THE EAGLE POINTE CONDOMINIUM
TOWN OF VAIL
EAGLE COUNTY, COLORADO
DRAWN: JF REVIEWED: BB
DATE: 08/01/06 PLC JOB#:1500 SHEET 1 of 1
/
/
/ 8006.3
/
/
/ 8006.7
r 8006.1
/
I �
/
8005.9
8005.4
8005.5 -
8011.3 50 INGRESS/EGRESS, EASEMENT N WV WV
Oj (BOOK 191 AT PAGE 241) O � I
0 (SHADED AREA) (SEE NOTE 6) WV wMMv00 ' I 6
8012 5 - 8025.9 l� - - - - - I r 80342 - I - - - r 8038.9 I I- - - I o _ 8046.1
8008.7 ��---- -- ----� ---- ILIA 1 -L80 L --
O
EDGE OF ASPHALT J 8°'6.4 - - 8019'-5 - - - - 8023.1- MATTERHORN CIRCLE 7-78042.6 z
8031.1
8029.9 / (50' RIGHT-OF-WAY)
WATER VALVE (TYPICAL)
"V S89.59'31 "W - 352.58' 8027'6 ® ELECTRICAL SEWER MANHOLE MH 0040 °
RIM ELEV = 8007.1' FIRE HYDRANT (TYPICAL) TRANSFORMER
INV ELEV = 7996.4'
R=78.93' HOBBIT HILL, PHASE 1
L=100.74' (CALC 100.71')
CH=94.05 (CALC 94.01')'
CB=S52°25'32"W (CALC S52°25'52"W)
50' UTILITY AND WATER
LINE EASEMENT
(BOOK 220 AT PAGE 385)
CURVE TABLE
CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING
Cl 73°01'08" 28.93' 36.87' 21.41' 34.42' S53°21'42"W
C2 73°07'40" 78.93' 100.74' 58.54' 94.04' S52°25'24"W
TOPOGRAPHIC MAP
THE EAGLE POINTE CONDOMINIUM
TOWN OF VAIL
EAGLE COUNTY, COLORADO
DRAWN: JF REVIEWED: BB
DATE: 08/01/06 PLC JOB#:1500 SHEET 1 of 1
Approved by the
Design Review Board
TOWN OF VAIL A By Joe Batcheller at 1:54 pm, May 08, 2015
- (SEE N0IL 5)
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No. Description
Date
1 TOV DES. REVIEW
04.13.15
Sheet Title
SITE PLAN
PROJ. NO.: 2013-02
G-1
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Approved b the C 1/4 881 I 6th
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Design Review Board 10039 FOUND No. 5 REBAR FOUND No. 5 F
TOWN O F VAI � � By Joe Batcheller at 1:54 pm, May 08, 2015 j / / / WITH YELLOW PLASTIC CAP C � � � S TR E A M CO WITH YELLOW P
ao31.o
SEWER MANHOLE M 0020 L.S. No. 12770
L.S. No. 12770
/ RIM ELEV = 8017.5' CONDOMINIUM EVERGREEN TREE
INV ELEV / 7997.5' J WITH TRUNK DIAMETER O
(PROJECT B C HMARK) s (TYPICAL)
WOOD FENCE 0
ani 7.6
/ - 8020 NORTH LINE NEI/4 SW 1/4 (BASIS OF BEARING) 0
/ N88° 57317 E - 390.00
8020 • 8019.3 8020.0 8028.9 8028.9
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/ 8019.= �
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LIGHT 8020.5 -1
n
POLE 8020.6 �---��L �
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/ 1008.8 NTRANC E (TYPIC AL
AL3`�i WITH YELLOW / ) CURB AND GUTTER so2o.6 L.S. No. 12770
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/ 8009.6 � � 8023.2 L � - - � - - - - - - - - - - - - - - • 8045.4
8011.3 8033.1 8037.2 8041.1
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80426 O
8006.3
/ 8029.9/ (50' RIGHT-OF-WAY)
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SFWFR MARIN(ll F ��u nn�n ��
517E PLAN - EX1571NS 517E GOVERA 6E
1 1" = 20'-0"
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40
U1" = 40'-0"
5UILDABLE SITE AREA: 56.225.2'15F
SITE GOVERA GvE AREA (EXISTING): 25,051 .bs SF
COVERAGE BY EXISTING BUILDINGS - NOT INCLUDING GENERAL COMMON ELEMENTS (POOL)
SITE GOVERASE AREA (PROPOSED): 23,215.2 5F
COVERAGE BY PROPOSED ELEVATOR: 175.61 SF
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Sheet Title
EXISTING SITE
GOVERASE
PROJ. NO.: 2013-02
TOWN of va' riJ
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Design Review Board
By Joe Batcheller at 1:54 pm, May 08, 2015
N
LEVEL 2 —ELEVATOR
114" =1'-0"
N
LEVEL 3 ELEVATOR
114" =1'-0"
EXISTING RESORT SUPPORT
18' - 8 5/8"
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6'-1"
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MAIN E+
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No. Description
Date
1 TOV DES. REVIEW
04.13.15
Sheet Title
FLANS
PROJ. NO.: 2013-02
75
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Approved by the
Design Review Board
TO ��� By Joe Batcheller at 1:54 pm, May 08, 2015
51-71/41,
(MATCH EXISTING)
WEST ELEVATION — ELEVATOR
114" =1'-0"
PARKING LOT VIEW — NEW ELEVATOR
LEVEL 3�
LEVEL 2
-13/16
BERNIE
JN LEVEL
Maintenance sh(
and tower to be
finished in stucco
NEW ROOF ASSEMBLY REMOVE EXISTING
SOUTH ELEVATION — ELEVATOR (NORTH ELEVATION —SIMILAR)
114" =1'-0"
ENTRY VIEW — NEW ELEVATOR
_ LEVEL 3
30401-14 4 13/16"
_ LEVEL 2
60501- 7- 3
MAIN LEVEL �
8021' - 1 3/16"
EXISTING PHOTO WITH BUILDING COLORS
A 2-0
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No. Description
Date
1 TOV DES. REVIEW
04.13.15
Sheet Title
ELEVATIONS
PROJ. NO.: 2013-02
A 2-0