HomeMy WebLinkAboutFile Documents.634 W Hopkins Ave.0106-2021-BRES (14)5" TRENCH DRAIN
RIM = 7933.09'
FL = 7932.59'
IO (E) = 7931.46'
W
W
S
1
4
°
5
0
'
4
9
"
W
1
0
0
.
0
0
'
S 75°0
9
'
1
1
"
E
6
0
.
0
0
'
N 75°
0
9
'
1
1
"
W
6
0
.
0
0
'
(BASI
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F
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R
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HOP
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75.00'
R
-
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-
W
ASPH
A
L
T
NO. 5 REBAR WITH 1.25"
RED PLASTIC CAP
P.L.S. NO. 9018 FOUND
FLUSH WITH GROUND
TBM = 7934.17'
NO. 5 REBAR AND 1.25"
RED PLASTIC CAP
P.L.S. NO.9018 FOUND
0.90' UNDER GROUND
P.K. NAIL FOUND
BEARS S45°59'58"E 1.95'
WA
T
E
R
L
I
N
E
LOTS K & L, BLOCK 25
6,000S.F.±
TWO STORY WOOD
FRAME HOUSE
WITH BASEMENT
120 S. 6TH STREET
FORMERLY KNOWN AS
634 W. HOPKINS AVENUE
S84°44'31"W
106.68'
MONUMENT #3
10
'
5'
10
'
R-
6
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6
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R-6 B
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R-6 B
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5'
LO
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B
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2
5
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T
L
,
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K
2
5
N
1
4
°
5
0
'
4
9
"
E
1
0
0
.
0
0
'
N 62°
2
2
'
0
8
"
E
54.43
'
(N 74°
1
3
'
4
5
"
W
3
4
8
.
8
7
'
R
E
C
O
R
D
)
FND ENCASED DISC
MONUMENT
GPS #21 ELEV. 7937.57'
(1988 DATUM)
FND ENCASED DISC
MONUMENT
GPS #7 ELEV. 7935.12'
(1988 DATUM)
W
W
W
W
W
W
W
W
GRA
V
E
L
A
L
L
E
Y
21.01'
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P
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#
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9
0
2
4
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#
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9
0
2
4
W
W
W
W
W
W
W
WATERLINE
(TYP.)
ICV
IC
V
WV
E
WV
D
IC
V
X
IC
V
IC
V
IC
V
D
X
ICV
ICV
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ICV
AC
AC
AC
E
E
E
E
E
ICV
ICV
ICV
ICV
X
D
D
D
12"X12" STORM DRAIN
RIM = 7933.19'
IO (E) = 7932.39'
SUMP = 7931.88'
5" TRENCH DRAIN
RIM = 7933.36'
FL = 7932.86'
2.5' STORM MANHOLE
6' DIA DRYWELL PER PLAN
RIM = 7934.24'
6" II (SW) = 7930.71'
6" II (E) = 7930.54'
2" II (SE) = 7930.08'
TO GREEN ROOF DRAIN
SUMP=7918.14'
IRRIGATION
CONTROL BOX
(TYPICAL)
LIGHT
(TYPICAL)
OUTLET
(TYPICAL)
GATE
PERVIOUS
CONCRETE
WALK
GRAVEL
BORDER
ELECTRIC BOX
(TYPICAL)
ELECTRIC BOX
(TYPICAL)
ELECTRIC
METER
AC UNIT
(TYPICAL)
SNOWMELT
SENSOR
BUILDING
OVERHANG
GAS
METER
4" GRAVEL DRAIN
RIM = 7934.19'
FL = 7933.86'
WINDOW
WELL
8" STORM DRAIN
6" VERTICAL PIPE
RIM = 7934.13'
II (SW) = 7931.58'
IO (NW) = 7931.55'
SUMP = 7931.55'
12" STORM GRATE
RIM = 7935.70'
IO (W) = 7933.56'
SUMP = 7933.28'
IRRIGATION
CONTROL BOX
(TYPICAL)
NO. 5 REBAR AND 1.25"
RED PLASTIC CAP
P.L.S. NO.9018 FOUND
0.60' UNDER GROUND
IRRIGATION
CONTROL BOX
(TYPICAL)
METAL
BOX
4" GRAVEL DRAIN
RIM = 7935.21'
FL = 7934.90'
IO = 7934.30'
12" STORM GRATE
RIM = 7935.85'
II (E) = 7932.65'
IO (SWEEP) = 7931.62'
STONE
WALL
(TYPICAL)
STONE
WALL
OUTLET
(TYPICAL)
RIBBON
CURB
GRA
V
E
L
PARK
I
N
G
GRA
V
E
L
(TYPI
C
A
L
)
WO
O
D
D
E
C
K
SPA
ST
A
I
R
S
CO
N
C
R
E
T
E
EN
T
R
Y
PERVIOUS
CONCRETE
WALK AND
BRIDGE
DECIDUOUS TREE
2" BASE, 3' DRIP
EXISTING
COTTONWOOD
TREE
DECIDUOUS TREE
3" BASE, 5' DRIP
ASPEN TREE
2" BASE, 4' DRIP
ASPEN TREE
2" BASE, 6' DRIP
PERV
I
O
U
S
C
O
N
C
R
E
T
E
PATI
O
PERV
I
O
U
S
CON
C
R
E
T
E
CONC
R
E
T
E
DRIV
E
W
A
Y
10.2'
0.
5
'
8.5'
0.
5
'
13.5'
9.
2
'
9.5'
25
.
2
'
2.4'
0.
4
'
11.9'
7.
5
'
4.4'
22
.
2
'
24.6'
22
.
2
'
4.3'
51
.
0
'
1.1'
8.
7
'
WINDOW
WELL
PERVIOUS
CONCRETE
WALK
LIGHT
(TYPICAL)
7935
7934
7934
7
9
3
6
7932
793
3
79
3
4
7
9
3
5
7934
79
3
3
DITCH DIVERSION
METAL GRATE
WATER
VALVE
DITCH
WATER
LINE
RIDGE
7954.64'
FF
7936.28'
FF
7936.27'
FF GARAGE
7934.44'
PARAPET
7945.59'
PARAPET
7954.83'
PARAPET
7970.08'
RIDGE
7965.85'
RIDGE
7962.65'
7936.26'
7936.08'
7933.97'
7933.88'
7935.63'
7936.11'
7936.24'
7935.75'
7935.22'
7934.43'
7935.23'
7934.42'
7933.32'
7933.09'
7933.39'
7934.21'
7934.26'
7934.40'
7934.38'
7934.41'
7934.33'
7934.73'
7936.27'
7936.10'
7936.28'
7935.93'
7935.91'
7936.25'
7936.27'
7936.26'
7932.89'
7932.88'
7939.00'
4" GRAVEL DRAIN
RIM = 7935.33'
FL = 7935.06'
4" GRAVEL DRAIN
RIM = 7934.23'
FL = 7933.57'
IO = 7931.19'
4" GRAVEL DRAIN
RIM = 7934.84'
FL = 7934.55'
6" PV
C
@
1
.
6
6
%
4"
P
V
C
@
3
.
2
6
%
GATE
6"
P
V
C
@
2
.
3
6
%
BU
I
L
D
I
N
G
OV
E
R
H
A
N
G
4" GRAVEL DRAIN
RIM = 7934.15'
FL = 7933.81'
IO = 7933.05'
6" PV
C
@
2
.
3
6
%
7936.13'
7936.29'
7936.27'
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
G
G
G
G
G
G
G
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX
-
U
E
EX
-
U
E
G
G
EX
-
U
E
EX
-
U
E
SS
SS
T
T
T
T
CTV
CTV
CTV
CT
V
ELEC
T
R
I
C
L
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N
E
P
E
R
P
L
A
N
GAS
L
I
N
E
P
E
R
P
L
A
N
SEWE
R
L
I
N
E
P
E
R
P
L
A
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TELE
P
H
O
N
E
A
N
D
C
A
B
L
E
LINE
S
P
E
R
P
L
A
N
WA
T
E
R
L
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N
E
P
E
R
P
L
A
N
ST
A
I
R
ST
A
I
R
ST
A
I
R
ST
A
I
R
7938.95'
7938.98'
4" GRAVEL DRAIN
RIM = 7935.60'
FL = 7935.33'
4" GRAVEL DRAIN
RIM = 7935.63'
FL = 7935.29'
IO (SWEEP) = 7932.40'
7935.79'
DYH
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 S u r v ey ing, Inc.
Es t . 2 0 0 7
20098
1 OF 1
ALFRED & LORALEE WEST
CITY OF ASPEN, COLORADO
AS-BUILT SURVEY
LOTS K&L, BLOCK 25, COA
120 SOUTH 6TH STREET
SMS
JRN
NOVEMBER 19, 2024
098-AS-BUILT.DWG
PROPERTY DESCRIPTION
LOTS K AND L, BLOCK 25, ORIGINAL TOWNSITE OF ASPEN, 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 OCTOBER 14, NOVEMBER 11, 19, 2020, SEPTEMBER 4,
OCTOBER 14, 17, NOVEMBER 8, AND 18, 2024.
3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N75°09'11"W BETWEEN THE
SOUTHEAST PROPERTY CORNER, A FOUND #5 REBAR WITH A 1 1/4" RED PLASTIC CAP P.L.S. NO.
9018 FOUND IN PLACE AND THE SOUTHWEST PROPERTY CORNER, A FOUND #5 REBAR WITH A 1
1/4" RED PLASTIC CAP P.L.S. NO. 9018 FOUND IN PLACE.
4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.
5) THIS SURVEY IS BASED ON THE CITY AND TOWNSITE PLAT OF ASPEN PLAT, AND THE
WARRANTY DEED RECORDED JUNE 27, 1986 AS RECEPTION NO. 279110 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 GPS NETWORK (1988 ORTHO DATUM) YIELDING AN ON-SITE ELEVATION OF 7934.17' ON
THE SOUTHEASTERLY CORNER OF LOT L, BLOCK 25 AS SHOWN. CONTOUR INTERVAL EQUALS 1
FOOT.
7) ACCORDING TO THE CITY OF ASPEN COMMUNITY DEVELOPMENT WEBSITE THE SUBJECT
PROPERTY IS ZONED R-6. FRONT SETBACKS ARE 10' FOR THE PRINCIPAL BUILDING AND 15' FOR
AN ACCESSORY BUILDING, REAR SETBACKS ARE 10' FOR THE PRINCIPAL BUILDING AND 5' FOR
AN ACCESSORY BUILDING AND SIDE SETBACKS ARE 5'.
8) THE SUBJECT PROPERTY WAS UNDER CONSTRUCTION AT THE TIME OF THE AS-BUILT
SURVEY.
N
E
S
W
0
30
60
90
120
150
180
210
240
270
300
330
P
e
ak
S u r v e y i n
g
,
I
n
c
.
010 10 20 405
SUBJECT
PROPERTY
VICINITY MAP
SCALE: 1" = 2000'
COL O R A D O L I CE
N
S
E
D
P
R
O
F
E
SSIONAL L A N D S U RVEYOR
JAS O N R . NE
I
L
37935
HATCH LEGEND
BOUNDARY
LINE TYPE LEGEND
STORM SEWER
ELECTRIC
EASEMENT
ASPHALT
CONCRETE
SYMBOL LEGEND
WATER SHUT OFF
GAS METER G
SET MONUMENT
ELEC. TRANS.
EDGE OF ROAD
IRRIGATION VALVE
FOUND MONUMENT
SEWER MANHOLE
ELEC. METER
S
SPOT ELEVATIONS
AIR COND. UNIT
OSW
100YR FLOODPLAIN
TELEPHONE
CABLE TV
GASLINE
FIBER OPTIC
TELEPHONE
STORM DRAIN D
ELEC. OUTLOOK
WOOD
DECK
CABLE TV PED.
STREET LIGHT
SEWER LINE
WATER LINE
0000.00'
GRAVEL
E
E
A.C.
ICV
AS-BUILT SURVEY
120 SOUTH 6TH STREET
LOTS K & L, BLOCK 25, ORIGINAL TOWNSITE OF ASPEN
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
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: LOTS K & L,
BLOCK 25, ORIGINAL TOWNSITE OF ASPEN WERE DEVELOPED FROM SURVEYING THE PROPERTY
ON THE DATE OF OCTOBER 14, NOVEMBER 11, 19, 2020, SEPTEMBER 4, OCTOBER 14, 17, NOVEMBER
8, AND 18, 2024, 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.
AS-BUILT ENGINEERING CERTIFICATION STATEMENT:
I, THE UNDERSIGNED REGISTERED PROFESSIONAL ENGINEER, CERTIFY THAT I HAVE
INSPECTED THE AS-BUILT SURVEY DATA FOR PROJECT SITE: LOTS K & L, BLOCK 25, ORIGINAL
TOWNSITE OF ASPEN AND HAVE CONCLUDED THAT THE PROPERTY WILL DRAIN ADEQUATELY
IN CONFORMANCE WITH THE DRAINAGE PLAN SUBMITTED AND APPROVED BY THE CITY ON
DATE: _____________________________.
BY: _______________________________________ DATE: _________________
ROCK
WALL
ADJ. BOUNDARY
LANDSCAPE
EDGING
STORM DRAIN
FLOWLINE
DITCH
TRENCH DRAIN
11/19/24
11/21/2024
09/27/2022