HomeMy WebLinkAboutFile Documents.634 W Hopkins Ave.0106-2021-BRES (38)G
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#5 REBAR & RED
PLASTIC CAP L.S.#9018
TBM EL=7933.68'
#5 REBAR & RED
PLASTIC CAP
L.S.#9018
#5 REBAR & YELLOW
PLASTIC CAP L.S.#19598
BEARS S84°13'03"W 0.68'
P.K. NAIL FOUND
BEARS S45°59'58"E 1.95'
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LOTS K & L, BLOCK 25
6,000S.F.±
TWO STORY WOOD
FRAME HOUSE
WITH BASEMENT
634 W. HOPKINS AVENUE
30.00'
#5 REBAR & CAP
L.S. #37935 SET
ASPHALT
PARKING
ASPHALT
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METER
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METER
ASPHALT
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TRANS.
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106.68'
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2
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C.O.A. GPS
MONUMENT #3
W
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MANHOLE
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FND ENCASED DISC
MONUMENT
GPS #21 ELEV. 7937.57'
(1988 DATUM)
FND ENCASED DISC
MONUMENT
GPS #7 ELEV. 7935.12'
(1988 DATUM)
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.
4
0
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CHIMNEY
7967.6'
RIDGE
7962.6'
RIDGE
7951.7'
RIDGE
7958.9'
RIDGE
7965.9'
DECK
7932.86
'
DECK
7935.00
'
TIE B
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INV=7931.09'
12" CMP
INV=7930.68'
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NAIL & YELLOW
PLASTIC CAP
L.S.#24312
W
W
W
W
W
W
W
W
W
W
W
WV
W
W
W
W
W
W
W
W
WATERLINE
(TYP.)
WATERLINE
(TYP.)
SS
SS
SS
SS
S
SEWER MANHOLE
A-11-3.1
RIM=7931.84'
II 10" W=7924.21'
IO 10" E=7924.09'
SS
SS
SS
SS
SS
SS
SS APPROX. SEWER
SERVICE
S
SEWER MANHOLE
A-11-3
RIM=7922.58'
II 10" W=7916.63'
IO 10" E=7916.32'
S75°1
5
'
0
2
"
E
3
6
7
.
7
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 S u r v ey i ng, Inc.
Es t . 2 0 0 7
20098
1 OF 1
ALFRED & LORALEE WEST
CITY OF ASPEN, COLORADO
IMPROVEMENT & TOPO SURVEY
LOTS K&L, BLOCK 25, COA
634 WEST HOPKINS AVENUE
JG
JRN
OCTOBER 30, 2020
098
1 11/12/20 UPDATE SURVEY JRN
2 11/30/20 UPDATE SURVEY JRN
IMPROVEMENT SURVEY PLAT & TOPOGRAPHIC SURVEY
LOTS K & L, BLOCK 25, ORIGINAL TOWNSITE OF ASPEN
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
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, AND NOVEMBER 11, 19, 2020.
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 PLS 9018
FOUND IN PLACE AND THE SOUTHWEST PROPERTY CORNER, A FOUND #5 REBAR WITH A 1 1/4"
RED PLASTIC CAP PLS 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 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 7933.68' 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'.
N
E
S
W
0
30
60
90
120
150
180
210
240
270
300
330
P
e
a
k
S u r v e y i n
g
,
I
n
c
.
010 10 20 405
SUBJECT
PROPERTY
VICINITY MAP
SCALE: 1" = 2000'
IMPROVEMENT SURVEY STATEMENT
I, JASON R. NEIL, HEREBY CERTIFY TO ALFRED WEST JR. AND LORALEE WEST 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
OCTOBER 14, AND NOVEMBER 11, 19, 2020; THAT, IN THE PREPARATION OF THIS IMPROVEMENT
SURVEY PLAT, PSI DID NOT HAVE THE BENEFIT OF A TITLE COMMITMENT; 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
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: NOVEMBER 30, 2020
BY:___________________________________
JASON R. NEIL, P.L.S. NO. 37935
FOR AND ON BEHALF OF
PEAK SURVEYING, INC.
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