HomeMy WebLinkAboutFile Documents.855 Chatfield Rd.0072-2020-BRES (52)S 84°14'51" E
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#5 REBAR
BEARS S62°25'48"E 0.91'
TBM=7841.00'
#5 REBAR
#5 REBAR
#5 REBAR
#5 REBAR
DISTURBED
10
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10'
5'
10'
5' UTILITY EAS
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DRIVING RANGE
EL=7854.2'±
TELE.
PED.
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LOT 2
LOT 1
17,412 S.F.±
MULTI LEVEL CONCRETE
STONE & WOOD
FRAME HOUSE
WITH BASEMENT
835 CHATFIELD ROAD
ASPEN GOLF
COURSE
ASPEN GOLF
COURSE
LOT 1
HARVEY SUB.
NGS STATION
S-159
N59°
5
3
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7
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4816
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6
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S74°3
1
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1
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E
5271.
2
8
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GPS #10
CEMETERY ENT.
@ CEMETERY LANE
SEWER
MANHOLE
25'
25
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SIDE BUILDIN
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ELECTRIC TRANSFORMER
& TELEPHONE PED. ON
EASTERLY SIDE
CHATFIELD ROAD
N33
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GAS LINE
WATER
SERVICE
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F.F.
7842.70'
7841.8'
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7842.70'
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RIDGE #5
7866.25'
RIDGE #7
7866.24'
RIDGE #8
7866.21'
RIDGE #1
7866.23'
FIRE
PIT
SPA
CTL
SPA
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SOLAR
SERVICE
6" PVC
IO=7838.64'
6" PVC
IO=7838.80'
6" PVC
IO=7838.91'
SA
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EX-UE
EX-UE
EX-UE
EX-UE
EX-UE
EX-UE
INLET
RIM=7841.50'
INV=7839.68'INLET
RIM=7841.40'
INV=7840.26'
INLET
RIM=7841.54'
INV=7839.37'
INLET
RIM=7841.67'
INV=7840.87'
INLET
RIM=7841.59'
INV=7840.79'
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CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
CONCRETE
DRIVEWAY
569.6 S.F.±
IN R-O-W
RECESSED
LIGHT (TYP.)
30.65'
17
.
9
2
'
32.74'
CONCRETE
SIDEWALK
393.7 S.F.±
IN R-O-W
32.
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32.
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12
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16.1
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36.0
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E
7841.9'
7842.0'
7842.0'
7842.7'
7842.8'
7842.7'
7842.7'
7842.7'
7842.7'
7841.0'
7838.7'
7838.5'
7841.0'
7840.0'
7840.0'
7838.3'
7838.5'
7842.5'
7842.5'
7842.5'
7842.5'
7842.5'
7842.5'
7842.5'
7842.5'
7842.5'
7842.5'
7840.8'
7842.5'
7842.5'
7842.5'7842.5'
7842.7'
7842.7'
7842.7'
7842.5'
7842.6'
7842.2'
7842.2'
7842.2'
7842.7'
7842.7'
7840.3'
7841.2'
7842.1'
7845.4'
7847.4'
7845.4'
7842.0'
7842.1'
7844.3'
7844.5'
7842.1'
7842.5'
7844.3'
7844.0'
7843.0'
7842.9'
7842.4'
7842.4'
7842.9'
ST
E
P
7842.4'
7842.5'
7842.5'
7842.6'
7842.3'
DECID.
5' 8"
DECID.
5' 8"
DECID.
5' 8"
DECID.
5' 8"
DECID.
5' 8"
DECID.
6' 8"
DECID.
6' 8"
DECID.
6' 8"
ASPEN
6' 5"
ASPEN
3' 6"
ASPEN
2' 4"PINE
4' 8"
PINE
4' 8"
ASPEN
2' 4"
ASPEN
2' 5"
ASPEN
2' 5"
ASPEN
2' 6"PINE
4' 6"
ASPEN
2' 5"
ASPEN
2' 5"
DECID.
4' 8"
INLET
RIM=7842.54'
INV=7840.31'
INLET
RIM=7842.47'
INV=7840.32'
7842.7'
7842.7'
34.7'
25
.
5
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31'
33
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1
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6"
P
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6" P
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2
%
6" P
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1
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%
6" P
V
C
2
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9
%
6" PVC 1 %
6" PVC
1
%
RIDGE #3
7866.23'
RIDGE #2
7866.22'
RIDGE #4
7866.24'
RIDGE #6
7866.26'
2N
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CANTILEVER
78
3
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78
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7842
7842
7842
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7845
7844
784
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784
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784
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2
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:
P.O. Box 1746
Rifle, CO 81650
Phone (970) 625-1954
Fax (970) 579-7150
www.peaksurveyinginc.com
S
NW
E
P e a k Su r v ey i ng, Inc.
Sinc e 2 0 0 7
16064
1 OF 1
EMB, LLC.
CITY OF ASPEN, COLORADO
ZONING COMPLIANCE
LOT 1, WEST ASPEN SUB., FLG 3
835 CHATFIELD ROAD
JRN
JRN
OCT 21, 2019
064-AS-BUILT
ZONING COMPLIANCE
LOT 1, WEST ASPEN SUBDIVISION, FILING NO. 3
ACCORDING TO THE PLAT RECORDED IN PLAT BOOK 3 AT PAGE 309
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
PROPERTY DESCRIPTION
LOT 1, WEST ASPEN SUBDIVISION, FILING NO. 3, ACCORDING TO THE PLAT
RECORDED IN PLAT BOOK 3 AT PAGE 309, CITY OF ASPEN, COUNTY OF
PITKIN, STATE OF COLORADO.
NOTES:
1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS,
COVENANTS, BUILDING 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 PEAK SURVEYING,
INC.
2) THE DATE OF THIS SURVEY WAS SEPTEMBER 09, 2016, SEPTEMBER 11, 2017
AND OCTOBER 16, 2019.
3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N84°14'51"W
BETWEEN THE NORTHEASTERLY CORNER OF LOT 1, A #5 REBAR & CAP
FOUND IN PLACE AND THE NORTHWESTERLY CORNER OF LOT 1, A #5 REBAR
FOUND IN PLACE.
4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S.
SURVEY FEET.
5) THIS SURVEY IS BASED ON THE WEST ASPEN SUBDIVISION, FILING NO. 3
RECORDED IN PLAT BOOK 3 AT PAGE 309 IN THE PITKIN COUNTY CLERK
AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE.
6) ELEVATIONS ARE BASED ON A GPS OBSERVATION UTILIZING THE
WESTERN COLORADO RTVRN NETWORK (1988 ORTHO DATUM) YIELDING AN
ON-SITE ELEVATION OF 7841.00'' ON THE SOUTHWESTERLY CORNER AS
SHOWN. CONTOUR INTERVAL EQUALS 1 FOOT.
7) THE SUBJECT PROPERTY ACCORDING TO THE CITY OF ASPEN
COMMUNITY DEVELOPMENT WEBSITE IS ZONED R-15. BUILDING SETBACKS
VARY AND CAN BE FOUND IN THE LAND USE CODE AT 26-710-050. SETBACKS
SHOULD BE VERIFIED WITH COMMUNITY DEVELOPMENT PRIOR TO
PLANNING, DESIGN OR CONSTRUCTION.
8) WATERLINE, GASLINE AND TELEPHONE LOCATIONS AS SHOWN WERE
PROVIDED BY OTHERS BASED ON UTILITY COMPANY AND COA LOCATIONS.
N
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P
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010 10 20 405
NO
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VICINITY MAP
SCALE: 1" = 2000'
SUBJECT
PROPERTY
10/21/19
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: LOT 1, WEST
ASPEN SUBDIVISION, FILING NO. 3, ACCORDING TO THE PLAT RECORDED IN PLAT BOOK 3 AT
PAGE 309, WERE DEVELOPED FROM SURVEYING THE PROPERTY ON THE DATE OF SEPTEMBER 09,
2016, SEPTEMBER 11, 2017 AND OCTOBER 16, 2019 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.
BY:______________________________________ DATE:_________________________
JASON R. NEIL, P.L.S. NO. 37935
FOR AND BEHALF OF
PEAK SURVEYING, INC.PRE
L
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M
1
ZONING HEIGHT PLAN
ELEVATION
LABEL
ELEVATION OF
NATURAL GRADE
ELEVATION OF
PROPOSED GRADE
MOST
RESTRICTIVE
ROOF HEIGHT OVER
TOPOGRAPHY
7842.50'NATURAL 7866.25'7841.30'
ACTUAL ROOF HEIGHT
OVER MOST RESTRICTIVE
AS-BUILT
HEIGHTS
AS-BUILT ELEVATION
OF GRADE BELOW
24.95'
2 7842.75'7842.75'
3
4 7842.50'PROPOSED7843.50'
5 7842.39'7843.25'
6 7842.29'7842.25'
7
7866.23'
NATURAL 7866.25'
7866.25'
7866.22'
7866.23'
7866.24'
7866.25'
7866.26'
7866.24'
7842.75'
7842.25'
7842.50'
7841.50'
PROPOSED
NATURAL
8 7866.21'7841.50'7842.50'NATURAL
PROPOSED
PROPOSED
7866.25'
7866.25'
7866.25'
7866.25'
7866.25'
23.47'
23.73'
23.74'
23.86'
21.01'
24.74'
24.71'
7842.70'
7842.70'
7842.50'
7842.50'
7842.50'
7842.32'
7841.96'
7842.62'
HATCH LEGEND
BOUNDARY
LINE TYPE LEGEND
STORM SEWER
ELECTRIC
EASEMENT
EX-ST
EX-UE
ASPHALT
CONCRETE
SYMBOL LEGEND
WATER SHUT OFF
GAS METER G
ELECTRIC BOX
ELEC. TRANS.
EDGE OF ROAD
IRRIGATION VALVE I
FOUND MONUMENT
SEWER MANHOLE
CLEANOUT
S
SPOT ELEVATIONS
SIGN
TELEPHONE PED.
OSW
100YR FLOODPLAIN
PVC DRAIN LINE
TELEPHONE T
CABLE TV CTV
GASLINE G
FIBER OPTIC FO
TELEPHONE T
DYH
STORM DRAIN D
FIRE HYDRANT
ADJ. BOUNDARYGRAVEL
CABLE TV PED.
LIGHT
SEWER LINE SS
WATER LINE W
0000.00'
SOD
STONE
PATIO
E
CO