HomeMy WebLinkAboutFile Documents.219 N Monarch St.0179.2017 (77).ARBKIVBIVB
DS
DS
DS
E
G
E
CO
CO
13.3'
7.1'
17.2'
BENCHMARK
ELEV: 7895.02'
FOUND No.5 REBAR
w/1.25in YELLOW PLASTIC
CAP LS 19598
7895.59
H.P.
BIORETENTION POND
7894.91 SIDEWALK L.P.
BIORETENTION
POND
SWALE
ELEVATION
POINT 001
ELEVATION
POINT 002
ELEVATION
POINT 003
ELEVATION
POINT 004
ELEVATION
POINT 006
ELEVATION
POINT 007
ELEVATION
POINT 008
29.6
6.8
18.9
10
.
9
3.9
24
.
4
3.
8
0.5
6.
4
10
.
0
3.1
3.1
26
.
1
3.1
14
.
0
27.4
24
.
6
15
.
6
10
.
0
7.5
10
.
1
25.9
5.0
4.4
24
.
4
6.
8
4.
2
219 N. Monarch St.
8,970 Sq.Ft.
0.21 Acre ±
Parcel No.
2737-073-16-004
2-STORY FRAME
HOUSE & GARAGE
2,950 Sq.Ft.
Lot F
223 E. Hallam St.
Parcel No.
2737-073-16-008
Blo
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(N 7
5
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)
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N 7
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[BA
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]
LOT G
LOT H
LOT I
S
1
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4
4
"
W
9
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8
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(S
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4'Ø, 10' DEEP DRYWELL
TRENCH
DRAIN
GARAGE
F.F.=7896.99
F.F.=7897.14
7896.63
7896.45
7897.17
7897.03
7896.89
7896.38
7896.39
7896.45
SLOT DRAIN
CONCRETE WALKWAY
STONE
PATIO
STONE
PATIO
STONE
PATIO
ROOF OVERHANG
ROOF
OVERHANG
ROOF OVERHANG
INLET
SWALE
SWALE
ELEVATION
POINT 005
11.3'
SET 2.0' WITNESS CORNER
NO. 5 REBAR AND 2" ALUMINUM CAP
LS 23875
SET CORNER
NO. 5 REBAR AND
1.25" YELLOW PLASTIC CAP
LS 23875
FOUND CORNER
1in. IRON PIPE w/1.25in
METAL CAP ILLEGIBLE
S 7
4
°
1
2
'
3
4
"
E
8
9
.
9
9
'
(S 7
5
°
0
9
'
1
1
"
E
8
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2
'
)
CONFLICTING EVIDENCE
FOUND IRON PIPE NO CAP
S
1
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°
3
9
'
5
0
"
W
1
0
0
.
1
1
'
1 inch = ft.
(IN U.S. SURVEY FEET)
GRAPHIC SCALE
0010 5 10 20 40
10
VICINITY MAP
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SHEET NUMBER
2181613.01
1 of 1
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ZONING VERIFICATION AS-BUILT
A TRACT OF LAND SITUATED IN BLOCK 72, LOTS G, H AND I
SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6TH P.M.
CITY AND TOWNSITE OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
219 N.
Monarch St.
Elevation
Point
Elevation of
Existing
Grade
Elevation of
Proposed
Grade
Survey of
Final
Grade
Most
Restrictive
Design Roof
Height Over
Topography
Surveyed Roof
Height Over
Topography
Actual Roof Height
Over Most
Restrictive
001 7896.00 7896.50 7896.41 Existing 7920.75 7921.00 25'-0"
002 7896.00 7896.00 7896.42 Existing 7920.50 7920.95 24'-11 3/8"
003 7896.50 7896.50 7896.42 Existing 7911.00 7910.44 13'-11 1/4"
004R 7896.50 7896.50 7896.46 Existing 7912.95 7914.93 18'-5 1/8"
005 7896.50 7896.50 7897.02 Existing 7914.00 7897.02 0'-6 1/4"
006R 7896.50 7896.50 7897.16 Proposed 7918.80 7911.20 14'-8 3/8"
007 7896.75 7896.50 7897.00 Proposed 7910.65 7911.20 14'-8 3/8"
008 7896.00 7896.50 7897.00 Existing 7906.50 7907.44 11'-5 1/4"
HEIGHT OVER TOPOGRAPHY