HomeMy WebLinkAboutFile Documents.975 King St.0043-2020-BRES (29)DRAWING ISSUE
97
5
KI
N
G
ST
R
E
E
T
|
AS
P
E
N
,
CO
SHEET No.
DRAWN BY:
PROJECT No:#Pln
FLOOR AREA STUDY
SCHEMATIC DESIGN
PERMIT SUBMISSION
DESIGN DEVELOPMENT
CONSTRUCTION
ROOF DECK REV.
FINAL CD SET
FINAL HEIGHT
97
5
KI
N
G
ST
R
E
E
T
119 S. Spring St.
Suite 203
Aspen, CO 81611
970-925-3444
970-920-2186
All ideas, designs, arrangements and plans
indicated or represented by this drawing are
TEL
FAX
2.4
SITE PLAN
1"=10'-0" (PROPOSED-
ROOF)
owned by and are the property of David Johnston
Architects, PC and developed for use and in
conjunction with the specified project. None
of the ideas, designs, arrangements or plans
shall be used by or disclosed for any purpose
whatsoever without the written authorization
of David Johnston Architects, PC.
5/10/2019
6/07/2019
1/29/2020
2/20/2020
9/22/2021
1/6/2022
11/21/2022
02/15/2023
SHEET No.
A=124'-67/32"
7960'-07/32"
B=124'-67/64"
7960'-07/64"
C=124'-61/8"
7960'-01/8"
F=123'-011/64"
7958'-611/64"
G=123'-011/64"
7958'-611/64"
H=111'-6"
7947'-0"
J=121'-51/2"
7956'-111/2"
D=121'-51/2"
7956'-111/2"
E=121'-51/2"
7956'-111/2"
SITE
BEN
C
H
MAR
K
FOU
N
D
REBA
R
&
1" RED
PLAS
T
I
C
CAP
LS16
1
2
9
ELEV
A
T
I
O
N
:
7
9
3
3
.
2
9
GRA
V
E
L
DRIV
E
W
A
Y
TRA
S
H
ENC
L
O
S
U
R
E
ASPEN DITCH
WOO
D
BRID
G
E
& STEP
S
OVERHEA
D
POWER LINE
APPAREN
T
EASEMEN
T
OWN
E
R
MAR
C
E
L
L
A
DEC
R
A
Y
TRU
S
T
PAR
C
E
L
NO.
2737
0
7
4
0
0
0
2
5
PAR
C
E
L
5 - BOU
N
D
A
R
Y
LINE
PLAT
PLAT
BOO
K
13 PAG
E
35
LOT
2
FIRS
T
AME
N
D
E
D
PLAT
ASTO
R
SUB
D
I
V
I
S
I
O
N
PLAT
BOO
K
34 PAG
E
86
LOT
1
FIRS
T
AME
N
D
E
D
PLAT
ASTO
R
SUBD
I
V
I
S
I
O
N
PLAT
BOO
K
34 PAG
E
86 20' UTIL
I
T
Y
& PRIV
A
T
E
ACC
E
S
S
EAS
E
M
E
N
T
BOO
K
223
PAG
E
563
&
PLAT
BOO
K
34 PAG
E
86
20'
RAD
I
U
S
ACC
E
S
S
EAS
E
M
E
N
T
BOO
K
223
PAG
E
563
TOP OF SLOPE
PER CITY STREA
M
MARGI
N
MAP
LOT
4
FIRS
T
AME
N
D
E
D
PLAT
ASTO
R
SUB
D
I
V
I
S
I
O
N
PLAT
BOO
K
34 PAG
E
86
WO
O
D
ST
E
P
S
OWN
E
R
WOLF
O
N
D
FAM
I
L
Y
TRU
S
T
PAR
C
E
L
NO.
2737
0
7
4
0
0
0
2
4
PAR
C
E
L
6 - BOU
N
D
A
R
Y
LINE
PLAT
PLAT
BOO
K
13 PAG
E
35
OWN
E
R
ROC
K
Y
MOU
N
T
A
I
N
PRO
P
E
R
T
Y
II LLC
PAR
C
E
L
NO.
273
7
0
7
4
0
0
0
2
2
PAR
C
E
L
2 - BOU
N
D
A
R
Y
LINE
PLAT
PLAT
BOO
K
13 PAG
E
35
G
BOU
L
D
E
R
HIGH
WATE
R
LINE
100
'
SETB
A
C
K
FF
E
:
7
9
3
8
.
3
8
1
5
'
SI
D
E
SE
T
B
A
C
K
T
O
P
O
F
SL
O
P
E
3
0
'
F
R
O
N
T
S
E
T
B
A
C
K
(
A
C
C
E
S
S
O
R
Y
)
2
5
'
F
R
O
N
T
S
E
T
B
A
C
K
(
P
R
I
N
C
I
P
A
L
)
10' SIDE SETBA
C
K
10' SIDE
SETBACK
10' REAR SETBACK(PRINCIPAL)
5' REAR SETBACK(ACCESSORY)
GRAVEL
ROADWAY
15.1'
16
.
6
'
EXIS
T
I
N
G
PAV
E
D
DRIV
E
W
A
Y
ROCK RETAINING
25' ACC
E
S
S
EAS
E
M
E
N
T
PLAT
BOO
K
13 PAG
E
35
QUE
E
N
STRE
E
T
WOO
D
TRA
S
H
SHE
D
FOU
N
D
REBA
R
&
1" RED
PLAS
T
I
C
CAP
LS16
1
2
9
FOU
N
D
REBA
R
&
1-1/
4
"
YELL
O
W
PLAS
T
I
C
CAP
LS-I
L
L
E
G
I
B
L
E
FOU
N
D
REBA
R
&
1-1/
4
"
YELL
O
W
PLAS
T
I
C
CAP
LS23
7
6
FOU
N
D
REBA
R
&
1" RED
PLAS
T
I
C
CAP
LS16
1
2
9
FOU
N
D
NO.
5 REBA
R
FOU
N
D
REB
A
R
& 1-1/
2
"
ALU
M
I
N
U
M
CAP
NO STAM
P
I
N
G
P
L
A
T
=
N
2
2
°
4
6
'
E
6
8
.
0
8
'
N
2
2
°
3
5
'
5
2
"
E
6
8
.
6
3
'
PL
A
T
=
N
6
3
°
1
8
'
3
0
"
E
83
.
9
2
'
N6
3
°
1
9
'
2
3
"
E
84
.
3
4
'
S
2
3
°
3
9
'
0
0
"
W
1
4
2
.
6
7
'
P
L
A
T
=
1
4
2
.
8
7
'
B
A
S
I
S
O
F
B
E
A
R
I
N
G
S
N74°
0
8
'
2
8
"
W
13.7
7
'
PLAT
=
N
7
3
°
2
9
'
W
13.4
9
'
S13°
4
0
'
2
2
"
W
34.4
9
'
PLAT
=
S
1
3
°
4
6
'
W
34.6
5
'
N43°56'29"W 119.43'
PLAT=N43°43'W 119.73'
S31
°
4
1
'
5
7
"
W
1245
.
6
7
'
S
4
9
°
1
6
'
0
4
"
W
4
5
4
.
7
5
'
PLAT=S6
6
°
2
1
'
E
65.46'
S65°51'4
9
"
E
65.51'
CITY
OF ASPE
N
GPS
#1
CITY
OF ASPE
N
GPS
#4
PAR
C
E
L
3
0.38
1
±
ACR
E
S
16,6
1
6
±
SQ.F
T
.
34
20' WIDE
HOLY
CRO
S
S
ELEC
T
R
I
C
RIGH
T
-
O
F
-
W
A
Y
EAS
E
M
E
N
T
REC
E
P
T
I
O
N
NO.
2270
5
9
7
9
3
5
7
9
3
5
7935
79
3
5
79
3
0
7930
7925
7920
7916
7
9
2
0
7
9
1
8
79
2
0
7929
7935
79
3
5
7935
79
3
5
L=128'-811/32"
N
PR
O
J
E
C
T
NO
R
T
H
HEIGHT OVER TOPOGRAPHY
Elevation Label Elev of Existing/Historic Grade@
Building Face Most Restrictive Elev of Finished Grade Site Roof Height Roof Height @ Finished
Grade
Roof Height @ Historic
Grade
Surveyed Roof
Height
Height over most
Restrictive grade
A 7935'-7"FINISHED 7935'-6.75"7960'-0.25"24'-5.5"N/A 7959.79'24'-2.75"
B 7935'-8"FINISHED 7935'-6.75"7960'-0.25"24'-5.5"N/A 7959.88'24'-3.75"
C 7935'-7"FINISHED 7935'-6.75"7960'-0.25"24'-5.5"N/A 7956.67'21'-1.25"
D 7934'-10"HISTORIC 7935'-2"7956'-11.5"N/A 22'-1.5"7956.63'22'-5.5"
E 7934'-10"HISTORIC 7935'-2"7956'-11.5"N/A 22'-1.5"7956.65'22'-5.65"
F 7935'-2"HISTORIC 7936'-9"7958'-6.25"N/A 23'-4.25"7958.25'23'-7.5"
G 7935'-8"FINISHED 7935'-6"7958'-6.25"22'-10.25"N/A 7958.19'23'-2.25"
H 7935'-8"FINISHED 7935'-7"7947'-0"11'-6"N/A 7946.91'11'-4.75"
J 7935'-7"FINISHED 7935'-6.75"7956'-11.5"21'-4.75"N/A 7956.66'21'-1.25"
L 7935'-6"FINISHED 7935'-6.75"7963'-0"27'-5.25"N/A 7963.81'28'-3"
SCALE: 1" = 10'3 SITE PLAN-ROOF
HOUSE 100'-0"=SITE 7935'-6"