HomeMy WebLinkAboutFile Documents.533 W Hallam St.0285.2018 (103).ARBKS 75°09
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FOUND NO. 5" REBAR
WITH 1.25" PLASTIC
CAP, LS 14111
BEARS S65° 59' 18"S
0.67'
FOUND NO. 5 REBAR
WITH 1.5"
ALUMINUM CAP,
ILLEGIBLE; SITE
BENCHMARK:7913.01'
SET NO.5 REBAR
WITH 1.25"
YELLOW PLASTIC
CAP, LS 38294
FOUND NO. 5 REBAR
WITH 1.25" PLASTIC
CAP, LS 14111
1.7'
7.4
'
1.7'
5.9'
5.0
'
23.3'
7.3
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3.2'
16
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7
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3.4'1.9
'6.9'
11
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3.2'
9.2
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11.9'
12
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12.0'
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2.9
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5
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18
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6.2'
5.2
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6.2'5.2
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SHED
STORM SUMP PUMP
RIM:7913.17'
BOTTOM:7908.42'
WATER
SHUT OFF
W SO
X
7912.48
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'7912
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7913.52
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7912.61
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7912.37
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7912.79'
7912.82
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STEP7913.92
'7913.93
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TELECOM
PEDESTALS (TYP.)ELECTRIC
PEDESTAL
(TYP.)
ELECTRIC
TRANSFORMER
UNDERGROUND
TELEPHONE
LINE (TYP.)
UNDERGROUND
GAS LINE (TYP.)
UNDERGROUND
ELECTRIC LINE
(TYP.)UNDERGROUND
CATV LINE
(TYP.)
UNDERGROUND
WATER LINE
(TYP.)
5.0
'
8.8'
18
.
3
'
3.2'
N
3
4
°
2
2
'
5
2
"
W
5
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7
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5
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N
5
0
°
4
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3
4
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W
80
5
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1
1
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X
X
X
X
X
X
IR
IRRIGATION
BOX (TYP.)IR
IR
IR
FF:7916.01'
RIDGE:
7936.37'
FF:7915.87'
X
IR
ROOF
DRAIN
ROOF
DRAIN
ROOF
DRAIN
FF:7916.08'
GR
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E
P
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GR
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P
A
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I
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ROOF DRAIN
CONIFER
2.5' X 50'
CONIFER
2' X 50'
7915.4
4
'
7915.54
'
7915.69
'
7915.70
'
FF:7915.95'
7915
.
4
6
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791
5
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3
7
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791
5
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3
9
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791
5
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4
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791
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4
7
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791
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3
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791
5
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6
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FE
N
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(
T
Y
P
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)
7915.62
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7914.76
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7914.76
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791
5
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1
9
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7914.36
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7913.58
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7913.27
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7915.12
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CONCR
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T
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SIDEWA
L
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GA
T
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FF:7915.77'
7915.79
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7915
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7915.
5
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7915.22'
7915.42'7915.03
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7915.25
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7915.99
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7916.04
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7915.87
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G
GAS
OUTLET
7914
.
4
1
'
7913.41
'
7915.39
'
STONE
PATIO 7915.61
'
4"
P
E
R
F
O
R
A
T
E
D
P
I
P
E
5.3
7
%
79
1
5
.
5
5
'
FF:7915.76'
4" PVC DRAIN
RIM:7914.18'
7915.90'
GRANI
T
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P
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T
I
O
SPLIT RAIL WOOD FENCE ON
CONCRETE FOUNDATION; TOP
ELEVATION = TOP OF
CONCRETE FOUNDATION
COVE
R
E
D
PORCH
COVE
R
E
D
PORCH
STEP
TOP:7915.88'
TOE:7915.38'
TOP:7915.61'
TOE:7915.41'
7914.52'
TOP:7915.33'
TOE:7915.06'
TOP:7915.03'
TOE:7914.87'IR
TOP:7
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TOE:7
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7
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3
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TOP:7914.43'
TOE:7914.07'
TOP:7914.39'
TOE:7914.05'
7913.87'
FLAGSTONE
AREA
7913.24'
7913.35'
7913.36'
SUBGRADE
ACCESS
BOTTOM:7903.52'
CLEAN-OUT
FOUNDATION
DRAIN (TYP.)
FLO-WELL 4" PVC
DRAIN
RIM:7913.72'
IO:7910.88'
12.78%
10
.
5
0
%
ROOF DRAIN
INTO 4" PVC
DRAIN:7915.08
IR
8' REVERSE TRENCH DRAIN
FLOW SPREADER
4" PVC DRAIN
RIM:7914.48'
4" PVC NW IO:7911.38'
10
'
SE
T
B
A
C
K
SUBGRADE ACCESS
BOTTOM:7902.45'
SUBGRADE ACCESS
BOTTOM:7903.55'
EP
ELECTRIC
PANEL
GM
GAS METER
DECIDUOUS
2.5 X 30'
SUBGRADE ACCESS
BOTTOM:7899.24'
GATE
ROOF
DRAIN
S 1
4
°
5
0
'
4
9
"
W
1
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ST
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791
4
7
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79
1
5
7916
7915.79'
4" SEWER
CLEAN OUT
533 WEST HALLAM STREET
MULTI-LEVEL WOOD FRAME
PARCEL ID: 273512432001
RIDGE:
7932.54'
CONC. CURB &
GUTTER
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSEWER
MANHOLE
RAIN GARDEN
18" UNDER FILTER MIX
2'X2'
ROOF DRAIN
FILTRATION BOX
3' DEEP
RAIN
GARDEN
5' SIDE SETBACK
5.0
2.0
5' SETBACK
12.1
1.5
DRAINAGE
PEBBLES
2.0
3.5
2.0
SUBGRADE
SPACE
NO-INFILTRATION
PERVIOUS PAVERS
(GRAVEL)
7915
.
4
3
'
7915.
7
4
'
791
5
.
7
5
'
12.1
7915.52'
7915.1
8
'
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.
ByNO.Date Project NO.RevisionDrawn By:
Checked By:
Date:
Computer File:
Drake Consulting, Inc.
Land Surveying
Phone 970-987-1389
Fax 970-360-1001
www.DrakeConsulting.CO
22029
1
DUNCAN SKIHAUS LLC
533 WEST HALLAM STREET
CITY OF ASPEN
GRADING & DRAINAGE
CERTIFICATE
JG
TJK
02/02/2023
CAD/19/029/ASB
010 10 20 405
NO
R
T
H
NO
R
T
H
VICINITY MAP
SCALE 1" = 2,000'
SUBJECT
PROPERTY
AS-BUILT SURVEY CERTIFICATION STATEMENT:
I, THE UNDERSIGNED REGISTERED LAND SURVEYOR, HEREBY CERTIFY THAT THE ELEVATIONS,
GRADING AND DRAINAGE FEATURES SHOWN ON THE PROPERTY DESCRIBED AS: DUNCAN
SKIHAUS LLC 533 WEST HALLAM STREET, WERE DEVELOPED FROM SURVEYING THE PROPERTY
ON THE DATE OF OCTOBER, 2022 - JANUARY, 2023 AND ACCURATELY DEPICT THE ELEVATIONS
EXISTING DURING THE SURVEY. THE ELEVATIONS MAY CHANGE SUBSEQUENT TO THE SURVEY
DUE TO SUBSIDENCE, UPHEAVAL, EROSION, ACTS OF MAN OR OTHER FACTORS. THEREFORE,
THIS CERTIFICATE MAY NOT ACCURATELY DEPICT ELEVATIONS, GRADING AND DRAINAGE
PATTERN AFTER THE DATE OF THE SURVEY. EASEMENTS ARE SHOWN PER THE PLAT UNLESS
NOTED OTHERWISE. NO PART OF THIS LOT LIES WITHIN THE 100 YEAR FLOODPLAIN AS DEFINED
BY FEMA, EXCEPT AS NOTED. ERROR OF CLOSURE FOR THIS IMPROVEMENT SURVEY PLAT IS
LESS THAN 1:15,000.
TRAVIS J. KAISER,
COLORADO P.L.S. NO. 38294
FOR, AND ON BEHALF OF DRAKE CONSULTING, INC.
CITY OF ASPEN GRADING AND DRAINAGE CERTIFICATE
533 WEST HALLAM STREET
LOTS A & B, BLOCK 29 OF THE ORIGINAL CITY AND TOWNSITE OF ASPEN
COUNTY OF PITKIN, STATE OF COLORADO
PROPERTY DESCRIPTION
LOTS A & B, BLOCK 29 OF THE ORIGINAL CITY AND TOWNSITE OF ASPEN
COUNTY OF PITKIN, STATE OF COLORADO
ALSO KNOWN AS 533 WEST HALLAM STREET, ASPEN, CO 81611
NOTES:
1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, SETBACKS AND
EASEMENTS OF RECORD, OR IN PLACE. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF
A TITLE COMMITMENT, THEREFORE EXCEPTIONS TO TITLE THAT MAY AFFECT THE SUBJECT
PROPERTY HAVE NOT BEEN RESEARCHED BY DRAKE CONSULTING, INC.
2) THE DATE OF THIS SURVEY WAS OCTOBER, 2022 - JANUARY, 2023.
3) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.
4) ELEVATIONS ARE BASED SGM CITY OF ASPEN COMPLIANT SURVEY DATED OCTOBER 1, 2019
JOB NUMBER 2018-292. YIELDING AN ON SITE BENCHMARK ELEVATION OF 7913.16' AT THE
NORTHWEST PROPERTY CORNER (NO. 5 REBAR & A 1.5" ALUMINUM CAP, ILLEGIBLE) AND
SHOWN HEREON. CONTOUR INTERVALS EQUAL 1 FOOT.
5) UTILITY LOCATES HAVE BEEN PROVIDED BY ROARING FORK UTILITY LOCATES.
6 THIS SURVEY IS BASED ON THE SGM CITY OF ASPEN COMPLIANT SURVEY DATED OCTOBER 1,
2019 JOB NUMBER 2018-292. FILED UNDER PERMIT NUMBER 0285.2018ARBK IN THE CITY OF ASPEN
BUILDING DEPARTMENT. 1959 OFFICIAL MAP OF THE CITY OF ASPEN AND CORNERS FOUND IN
PLACE.
7) THERE WAS APPROXIMATELY 18" OF SNOW AND ICE ON THE GROUND AT THE TIME OF
SURVEY.
8) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S75°09'11"W BETWEEN THE
SOUTHWEST CORNER OF LOT A, BLOCK 29, A NO. 5 REBAR & CAP L.S. NO. 38294 FOUND IN PLACE
AND THE SOUTHEAST CORNER OF LOT B, A NO. 5 REBAR & 1.25" YELLOW PLASTIC CAP L.S. NO.
14111 FOUND IN PLACE. BEARING ARE BASED ON 959 OFFICIAL MAP OF THE CITY OF ASPEN.
9) LANDSCAPING WAS BEING PERFORMED AT THE TIME OF SURVEY.
10) BUILDING SETBACKS SHOWN ARE PER ARCHITECTURAL SET OF PLANS PAGE A101.
COA
GPS-20
COA
GPS-9
AS-BUILT ENGINEERING CERTIFICATION STATEMENT:
I, THE UNDERSIGNED REGISTERED PROFESSIONAL ENGINEER, CERTIFY
THAT I HAVE INSPECTED THE AS-BUILT SURVEY DATA FOR PROJECT SITE:
DUNCAN SKIHAUS LLC 533 WEST HALLAM STREET AND HAVE CONCLUDED
THAT THE PROPERTY WILL DRAIN ADEQUATELY IN CONFORMANCE WITH
THE DRAINAGE PLAN SUBMITTED AND APPROVED BY THE CITY ON DATE:
AUGUST 3, 2022.
BY: RICK BARTH DATE: _________________
PE LICENSE NO. 36749
COL O R A D O L ICEN
S
E
D
P
R
O
F
E
SSIONAL L A N D S URVEYOR
TRAV I S J . KAIS
E
R
38294
02/02/23
6.5 cubic feet
stormwater storage
02/02/20234 cubic feet stormwater storage
2.8 cubic feet stormwater storage