HomeMy WebLinkAboutEngineering Referral Comment Marked Plans.134 E Bleeker StT1 T2 T3
T4 T5
T6
E
E
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ELEC.
METER
WATER
METER
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STREET
SIGN
METAL
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E
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ME
T
A
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WOOD/METAL
FENCE TRANSITION
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WOOD/METAL
FENCE TRANSITION
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O
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S 75°09'1
1
"
E
4
5
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0
0
'
N 75°09'1
1
"
W
4
5
.
0
0
'
N 1
4
°
5
0
'
4
9
"
E
1
0
0
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0
0
'
S 1
4
°
5
0
'
4
9
"
W
1
0
0
.
0
0
'
P
STONE
SIDEWALK
P
STREET
SIGN
CO
LOWER
LEVEL
STONE
PATIO
LO
W
E
R
L
E
V
E
L
WOOD D
E
C
K
NO
R
T
H
A
S
P
E
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S
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R
E
E
T
75
.
3
0
'
R
-
O
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W
AS
P
H
A
L
T
EAST BL
E
E
K
E
R
S
T
R
E
E
T
74.78' R-
O
-
W
ASPHAL
T
TRASH
ENCLOSURE
WO
O
D
D
E
C
K
STONE
SIDEWALK
F.F.
7894.68'
F.F.
7895.78'
F.F.
7894.69'
UP
P
E
R
L
E
V
E
L
DE
C
K
UP
P
E
R
L
E
V
E
L
DE
C
K
DRIVEWAY
F.F.
7894.80'
R-6 BUI
L
D
I
N
G
S
E
T
B
A
C
K
LOT S AND EAST HALF
OF LOT R, BLOCK 65
4,500 S.F.±
TWO STORY WOOD
FRAME HOUSE
WITH BASEMENT
134 EAST BLEEKER STREET
TWO STORY WOOD FRAME
HOUSE WITH GARAGE
STREET
SIGN
P
F.F.
7895.66'
RIDGE
7918.8'
RIDGE
7919.9'
RIDGE
7916.3'
RIDGE
7916.2'
RIDGE
7920.1'
RIDGE
7918.78'
RIDGE
7918.9'RIDGE
7918.83'
31.40'
31.40'
16
.
3
0
'
16
.
3
0
'
15.40'
6.0
0
'
21
.
7
0
'
8.90'
2.1
5
'
10
.
5
0
'
1.30'
2.6
0
'
1.30'
3.50'
11
.
4
0
'
13.10'
5.5
0
'
5.5
0
'
0.70'
0.70'
4.5
0
'
8.00'
4.00'0.30'
11
.
7
0
'
14.10'
40
.
1
0
'
7.80'
10
'
10
'
5'
R-
6
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
5'
R-
6
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
R-6 BUI
L
D
I
N
G
S
E
T
B
A
C
K
#5 REBAR & CAP FOUND
L.S. #ILLEGIBLE
#5 REBAR FOUND
BEARS S66°16'31"W 1.92'
GAS
METER
#5 REBAR FOUND
BELOW GROUND
#5 REBAR &
CAP FOUND
L.S. #ILLEGIBLE
TBM EL=7894.95'
STONE PATIO
C.O.A. GPS
MONUMENT #3
C.O.A. GPS
MONUMENT #7
F.F.
7895.66'
RIDGE
7916.2'
ALLEY
B
L
O
C
K
6
5
20.69' R-
O
-
W
GRAVE
L
W1/2 LOT R
CANTIL
E
V
E
R
7895
7895
7
8
9
5
7895
7895
7895
TELE.
PED. (TYP.)
SEWER
CLEANOUT
CO
N
C
R
E
T
E
C
U
R
B
&
G
U
T
T
E
R
CONCRE
T
E
C
U
R
B
&
G
U
T
T
E
R
S89°26'01"W
2452.65'
S1
7
°
1
3
'
5
1
"
W
22
2
6
.
6
5
'
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
EX-UE
EX-UE
EX-UE
E
X
-
U
E
E
X
-
U
E
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
CHIMNEY
7921.6'
CHIMNEY
7921.6'
CHIMNEY
7919.2'
AD
J
O
I
N
E
R
H
O
U
S
E
EX
-
U
E
T
T
T
EX-UE
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
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U
E
EX
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U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX-UE
W
W
W
W
W
W
W
W
W
W
W
W
W
EX
-
U
E
EX
-
U
E
EX
-
U
E
T
T
T
CATV
PED. (TYP.)
TELEPH
O
N
E
(
T
Y
P
.
)
CABLE T
V
(
T
Y
P
.
)
GASLIN
E
(
T
Y
P
.
)
ELECTRIC
(TYP.)
WA
T
E
R
L
I
N
E
GR
A
V
E
L
DR
I
V
E
W
A
Y
WINDO
W
WELL
CONCR
E
T
E
S
I
D
E
W
A
L
K
7894.6'
7894.9'
7895.0'
7895.3'
7894.9'
7894.7'
7894.6'
7894.9'
7895.4'
7895.0'
7895.2'
7894.1'
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.
Since 2 0 0 7
19088
1 OF 1
OTIS REAL ESTATE HOLDINGS, LLC.
CITY OF ASPEN, COLORADO
IMPROVEMENT & TOPO SURVEY
LOT S & THE E1/2 LOT R, BLOCK 65
134 EAST BLEEKER STREET
JG
JRN
JANUARY 02, 2020
088.DWG
IMPROVEMENT SURVEY PLAT & TOPOGRAPHIC SURVEY
LOT S AND THE EAST 1/2 OF LOT R, BLOCK 65
ORIGINAL CITY AND TOWNSITE OF ASPEN
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
PROPERTY DESCRIPTION
LOT S AND THE EAST 1/2 OF LOT R, BLOCK 65, ORIGINAL CITY AND 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 AND EXCEPTIONS TO TITLE SHOWN IN
THE TITLE COMMITMENT PREPARED BY PITKIN COUNTY TITLE, INC., CASE NO. PCT25399W3,
DATED EFFECTIVE SEPTEMBER 30, 2019.
2) THE DATE OF THIS SURVEY WAS DECEMBER 06, 23 AND 27, 2019.
3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S39°04'29"W BETWEEN THE
NORTHEASTERLY CORNER OF LOT S, A #5 REBAR & CAP L.S. #ILLEGIBLE FOUND IN PLACE AND
THE SOUTHWESTERLY CORNER OF THE EAST 1/2 OF LOT R, 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 CITY AND ORIGINAL TOWNSITE MAP OF ASPEN 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 7894.95' ON
THE SOUTHEASTERLY CORNER OF LOT S AS SHOWN. CONTOUR INTERVAL EQUALS 1 FOOT.
7) THERE WAS APPROXIMATELY 12" OF SNOW AND ICE ON THE GROUND AT THE TIME OF
SURVEY.
8) THE ERROR IN CLOSURE FOR THIS SURVEY IS LESS THAN 1:15,000.
9) ACCORDING TO THE CITY OF ASPEN COMMUNITY DEVELOPMENT WEBSITE THE SUBJECT
PROPERTY IS ZONED R-6. SETBACKS ARE AS FOLLOWS: FRONT YARD, 10' PRINCIPAL BUILDINGS,
15' ACCESSORY BUILDINGS, REAR YARD, 10' PRINCIPAL BUILDINGS, 5' FOR PORTION OF
PRINCIPAL BUILDING USED SOLELY AS A GARAGE, 5' FOR ACCESSORY BUILDINGS, SIDE YARD
5'.
10) ACCORDING TO RECEPTION NO. 351956 THE SUBJECT PROPERTY CARRIES A HISTORIC
LANDMARK DESIGNATION.
11) ACCORDING TO BOOK 683 PAGE 592 DEED RESTRICTION MATTERS EXIST ON THE
ACCESSORY DWELLING UNIT .
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 ng,
I
n
c
.
010 10 20 405
SUBJECT
PROPERTY
VICINITY MAP
SCALE: 1" = 2000'
IMPROVEMENT SURVEY STATEMENT
I, JASON R. NEIL, HEREBY CERTIFY TO OTIS REAL ESTATE HOLDINGS, LLC., PAUL E. PENN,
SUSAN W. PENN AND PITKIN COUNTY TITLE, INC., THAT I AM A PROFESSIONAL LAND
SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO; THAT THIS
IMPROVEMENT SURVEY PLAT IS TRUE, CORRECT AND COMPLETE BASED ON MY KNOWLEDGE,
INFORMATION AND BELIEF AS LAID OUT AND SHOWN HEREON; THAT THIS IMPROVEMENT
SURVEY PLAT IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED, THAT
THIS IMPROVEMENT SURVEY PLAT WAS MADE BY ME FROM AN ACCURATE SURVEY OF THE
REAL PROPERTY PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION ON DECEMBER 06, 23
AND 27, 2019; THAT, IN THE PREPARATION OF THIS IMPROVEMENT SURVEY PLAT, I RELIED
UPON THE TITLE COMMITMENT PREPARED BY PITKIN COUNTY TITLE, INC., CASE NO.
PCT25399W3, DATED EFFECTIVE SEPTEMBER 30, 2019; THAT THE LOCATION AND DIMENSIONS OF
ALL BUILDINGS, IMPROVEMENTS, EASEMENTS, RIGHTS OF WAY IN EVIDENCE OR KNOWN TO
ME AND ENCROACHMENTS BY OR ON THE REAL PROPERTY AND MATTERS REFERENCED IN
SAID TITLE COMMITMENT CAPABLE OF BEING SHOWN ARE ACCURATELY SHOWN, AND THAT
THIS PLAT IS IN ACCORDANCE OF AN IMPROVEMENT SURVEY PLAT AS SET FORTH IN C.R.S.
§38-51-102(9).
DATED: JANUARY 02, 2020
BY:___________________________________
JASON R. NEIL, P.L.S. NO. 37935
FOR AND ON BEHALF OF
PEAK SURVEYING, INC.
TREE REPORT
TREE #TREE TYPE TRUNK DIA.DRIP LINE BASE ELEVATION
T1 BLUE SPRUCE 4"7'7895.12'
T2 BLUE SPRUCE 1"3'7895.06'
T3 BLUE SPRUCE 3"5'7895.02'
T4 COTTONWOOD 24"20'7895.54'
T5 COTTONWOOD 10"18'7895.04'
T6 COTTONWOOD 10"18'7894.92'
COLO R A D O L ICENS
E
D
P
R
O
F
ESSIONAL L A N D SURVEYOR
JASO N R . NEI
L
37935