HomeMy WebLinkAboutFile Documents.430 W Hallam St.0291.2017 (73).ARBKCT
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NEW C
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N
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T
E
DRIVE
W
A
Y
D
D
D
D
D
2 STORY WOOD AND
BRICK VICTORIAN
WITH BASEMENT
430 WEST HALLAM
SITE AND BUILDING
UNDER CONSTRUCTION
E
G
D
E
X
D
ICV
ICV
ICV
ICVICV
ICV
ICV
BRICK PATIO
UNDER CONSTRUCTION
BRICK
ENTRY
BRICK
PATIO
BRICK
PATIO GRAV
E
L
DRIVE
W
A
Y
BLOCK
3
5
A
L
L
E
Y
GRAV
E
L
R
O
A
D
20' R.O
.
W
.
NO. 5 REBAR FOUND
UNDER ELECTRIC METER
FLUSH WITH GROUND
ELECTRIC
PEDESTAL
ELECTRIC
TRANSFORMER
E
BR
I
C
K
WA
L
K
W
A
Y
(S
N
O
W
M
E
L
T
E
D
)
BRICK
WALK
W
A
Y
BRICK
WALK
W
A
Y
BR
I
C
K
WA
L
K
W
A
Y
BR
I
C
K
WA
L
K
W
A
Y
BRICK
PATIO
E
UNDERGROUND
UTILITIES SEE
NOTE 10
NO. 5 REBAR AND 1.25"
YELLOW PLASTIC CAP
P.L.S. 9184 FOUND
FLUSH WITH GROUND
TBM = 7903.21'
NO. 5 REBAR AND 1.25"
YELLOW PLASTIC BROKEN CAP
P.L.S. 9184 FOUND
FLUSH WITH GROUND
NO. 5 REBAR AND 1.25"
YELLOW PLASTIC CAP
P.L.S. 9184 FOUND
0.25' UNDER GROUND
IRRIGATION
VALVE BOX
(TYPICAL)
FENCE
(TYPICAL)
ASPEN TREE
2"BASE 6' DRIP
BASE = 7905.7'
ASPEN TREE
2"BASE 6' DRIP
BASE = 7905.7'
ASPEN TREE
2"BASE 6' DRIP
BASE = 7905.7'
ASPEN TREE
2"BASE 6' DRIP
BASE = 7905.7'
ASPEN TREE
3"BASE 5' DRIP
BASE = 7904.3'
ASPEN TREE
3"BASE 4' DRIP
BASE = 7906.6'
ASPEN TREE
3"BASE 4' DRIP
BASE = 7905.9'
ASPEN TREE
3"BASE 4' DRIP
BASE = 7905.7'
PINE TREE
3"BASE 4' DRIP
BASE = 7905.2'
ASPEN TREE
3"BASE 4' DRIP
BASE = 7904.6'
ASPEN TREE
3"BASE 4' DRIP
BASE = 7904.4'
ASPEN TREE
3"BASE 4' DRIP
BASE = 7903.7'
LIGHT
(TYPICAL)
ELECTRIC
BOX
GAS
METER
ELECTRIC
METER
TRENCH DRAIN
RIM = 7903.19'
FL = 7902.92'
CATCH BASIN
RIM = 7903.28'
II (S) = 7901.43'
IO (W) = 7901.38'
SUMP = 7900.78'
TRASH AREA
CONCRETE PAD
WITH WALLS
UNDER CONSTRUCTION
8" DRAIN GRATE
RIM = 7905.94'
II (S) = 7902.38'
IO (N) = 7902.29'
SUMP = 7901.81'
CATCH BASIN
RIM = 7906.10'
II (E) = 7903.79'
IO (N) = 7903.75'
SUMP = 7903.20'
ELECTRIC
BOX
8" DRAIN GRATE
RIM = 7905.58'
II (S) = 7903.26'
IO (N) = 7903.23'
SUMP = 7902.73'
CATCH BASIN
RIM = 7906.26'
II (S) = 7903.10'
II (E) = 7904.84'
IO (N) = 7903.06'
SUMP = 7902.60'
CATCH BASIN
RIM = 7904.13'
II (S) = 7902.53'
IO (E) = 7900.58'
SUMP = 7900.03'
CATCH BASIN
RIM = 7903.28'
II (E) = 7901.10'
II (N) = 7901.12'
II (S) = 7901.08'
IO (W) = 7900.46'
SUMP = 7899.91'
IRRIGATION
VALVE BOX
(TYPICAL)
IRRIGATION
VALVE BOX
(TYPICAL)
IRRIGATION
VALVE BOX
(TYPICAL)
SNOW MELT
MANIFOLD YARD
BOX (TYP.)
TRENCH DRAIN
RIM = 7903.19'
FL = 7902.61'
SUMP = 7903.19'
WEST
H
A
L
L
A
M
ASPHA
L
T
R
O
A
D
74.38' R.
O
.
W
.
CONC
R
E
T
E
C
U
R
B
A
N
D
G
U
T
T
E
R
N 75°09
'
1
1
"
W
9
0
.
0
0
'
S 1
4
°
5
0
'
4
9
"
W
1
0
0
.
0
0
'
S 75°09'
1
1
"
E
9
0
.
0
0
'
N 1
4
°
5
0
'
4
9
"
E
1
0
0
.
0
0
'
5.7'
18
.
4
'
3.1'
9.4
'
3.1'
13
.
8
'
17.7'
3.0
'
19.5'3.0
'4.9'
3.1
'
9.3'
3.1
'
4.9'
24
.
8
'
6.4'1.8
'
6.4'
1.8
'
6.4'
2.6
'
0.4'
0.4
'
14.3'
31
.
9
'
4.5'
2.6
'5.4'2.6
'
24.1'
21
.
1
'
34.3'
6.6
'
25.2'
30
.
0
'
8.8'
9.8
'
BRICK
WALL
BRICK
STAIRS
WINDOW
WELL
WINDOW
WELL
LIGHT
WINDOW
WELL
MU
L
C
H
MU
L
C
H
MULCH
BRICK
ENTR
Y
BA
S
I
S
O
F
B
E
A
R
I
N
G
S
SNOW MELT
MANIFOLD YARD
BOX (TYP.)
4" DRAIN
TIE IN
RIDGE
7926.41'
RIDGE
7926.23'GARAGE
7903.30'
RIDGE
7924.57'
RIDGE
7926.39'
RIDGE
7935.46'
RIDGE
7935.28'
RIDGE
7934.17'
CHIMNEY
7931.90'
CAP
7938.31'
THRESHOLD
7907.23'
4"
P
V
C
@
0
.
7
0
%
4"
P
V
C
@
1
.
3
1
%
4" PV
C
10' FRONT
SETBACK
7905
79057906
7907
79
0
6
79
0
6
79
0
5
790
4
7906
7
9
0
4
-3
.
6
7
%
-
4
.
0
4
%
-2
.
2
8
%
-3.3
2
%
-3.9
1
%
-6
.
3
2
%
-5
.
1
2
%
-0.48
%
-3
.
5
2
%
UNDERGROUND
WATER LINE
SEE NOTE 10
6"
P
V
C
@
1
.
9
3
%
8" PER
F
P
V
C
@
0
.
3
6
%
GRAVE
L
B
E
D
B
E
L
O
W
4"
P
V
C
@
2
.
4
4
%
4" PV
C
@
0
.
9
6
%
BRICK
STAIRS
BRICK
STAIRS
N
5
7
°
0
3
'
3
2
"
W
83
1
.
3
3
'
S 55°
2
4
'
2
6
"
W
1245
.
0
8
'
CITY OF ASPEN
G.P.S.NO. 9
CITY OF ASPEN
G.P.S.NO. 7
15' SIDE YARD SETBACK
15' SIDE YARD SETBACK
10' REAR
SETBACK
5' ACCESSORY
SETBACK LINE
4" DOWN SPOUT
DRAIN TIE IN (TYP.)
S
S
S
SNOW MELT MANIFOLD
WITH CITY R.O.W. SHUT
OFF YARD BOX (TYP.)
4"
F
R
E
N
C
H
D
R
A
I
N
4" DOWN SPOUT
DRAIN TIE IN (TYP.)
4" DOWN SPOUT
DRAIN TIE IN (TYP.)
16
.
3
'
4.3'
EX-UE
EX-UE
EX-UE
EX-UE
EX-UE
EX-UE
EX
-
U
E
SS
SS
T
T
G
G
G
G
G
UNDERGROUND
UTILITIES SEE
NOTE 10
W
W
W
W
W
W
OSW
CURB STOP
IN YARD BOX
-1.
1
4
%
-0.95%
GRAVEL BED BELOW
IS BMP FOR ON-SITE
FULL RETENTION
(SOLID HATCH) 290 SQ. FT.,
0.3 VOID RATIO, 5.5' DEEP,
WQCV 460.23 CF
SEE NOTE 10
BUILDING
OVERHANG
TOP WALL
7906.10'
TOE WALL
7904.36'
TOP WALL
7906.24'
TOE WALL
7903.82'
CABLE TV
PEDESTAL
BY OTHERS
TELEPHONE
PEDESTAL
BY OTHERS
BRICK
WALL
BRICK
WALL
TOP WALL
7906.24'
TOE WALL
7904.90'
ELECTRICAL TRANSFORMER
EASEMENT PER REC. NO. 679496
SNOWMELT ENCROACHMENT
EASEMENT (SHADED AREA)
69.706 SQ. FT.
REC. NO. 701044
ROBERT H JR &
TRACY H EGGLESTON
LOTS K AND L
BLOCK 35
CITY OF ASPEN
LOT M, N AND O
BLOCK 35
CITY OF ASPEN
9,000 SQ. FT.
ALICIA SIRKIN
LOTS P AND Q
BLOCK 35
CITY OF ASPEN
LO
T
M
LO
T
N
LO
T
N
LO
T
O
60' TO SW COR. BLK 35
R.O.W. FOR W HALLEM ST,
AND N. 4TH ST
120' TO SE COR. BLK 35
R.O.W. FOR W HALLEM ST,
AND N. 3RD ST
7905.74'
7906.40'
7906.91'
7906.04'
7906.21'
7906.19'
7905.99'
7906.04'
7903.29'
7903.29'
7904.16'
7905.59'
7907.07'
7907.16'
7907.15'
7906.95'
7905.72'
-2.47
%
S 75°0
9
'
1
1
"
E
9
0
.
0
0
'
-3.
3
2
%
4" PV
C
@
0
.
9
6
%
G
RIM = 7903.19'
FL = 7902.61'
SUMP = 7903.19'
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 Surveying, Inc.
Es t . 2 0 0 7
20088
1 OF 1
430 WEST HALLAM LLC,
ASPEN, COLORADO
AS-BUILT SURVEY
LOTS M, N, & O, BLK 35, ASPEN
430 WEST HALLAM
SMS
JRN
FEBRUARY 27, 2024
088.DWG
1 3/29/2024 REVISION FROM COMMENTS SMS
2 04/03/24 ADD SNOWMELT ENC. REC. NO.JRN
NO
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T
H
SUBJECT
PROPERTY
VICINITY MAP
SCALE: 1" = 2000'
HATCH LEGEND
BOUNDARY
LINE TYPE LEGEND
SETBACK LINE
ELECTRIC
EASEMENT
EX-UE
ASPHALT
CONCRETE
SYMBOL LEGEND
WATER VALVE
GAS METER G
SET MONUMENT
ELEC. TRANS.
EDGE OF ROAD
IRRIGATION VALVE
FOUND MONUMENT
SEWER MANHOLE
ELEC. METER
S
SPOT ELEVATIONS
AIR COND. UNIT
EXISTING BUILDING
PVC DRAIN LINE
TELEPHONE T
CABLE TV CTV
GASLINE G
FIBER OPTIC FO
TELEPHONE T
STORM DRAIN D
ELEC. OUTLOOK
ADJ. BOUNDARYBRICK
CABLE TV PED.
LIGHT
SEWER LINE SS
WATER LINE W
0000.00'
GRAVEL
E
E
A.C.
ICV
AS-BUILT SURVEY
LOTS M, N AND O, BLOCK 35, CITY AND TOWNSITE OF ASPEN
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
PROPERTY DESCRIPTION
LOTS M, N AND O, BLOCK 53, 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. 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 26, 2023.
3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N 14°50'49" E BETWEEN THE
SOUTHWEST CORNER LOT M, BLOCK 35, A NO. 5 REBAR AND RED PLASTIC CAP P.L.S. 9184
FOUND IN PLACE AND THE NORTHWEST CORNER OF LOT 3, BLOCK 35, A NO. 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 WARRANTY DEED RECORDED AUGUST 5, 2016 AS RECEPTION
NO. 631251 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 DATUM) YIELDING AN ON-SITE ELEVATION OF 7903.23' ON A TBM AS
SHOWN. CONTOUR INTERVAL EQUALS 1 FOOT.
7) THE SUBJECT PROPERTY WAS UNDER CONSTRUCTION AT TIME OF SURVEY AND
IMPROVEMENTS TO SITE MAY CHANGE.
8) UNDERGROUND UTILITY LOCATIONS SHOWN PROVIDED BY OTHERS.
9) ROOF OVERHANGS EXTENDING INTO SETBACKS ARE UNDER 18" AS PERMITTED BY CODE.
10) UTILITY LOCATIONS WERE ADJUSTED IN THE FIELD TO COORDINATE WITH REQUIRED
METER LOCATIONS IN THE ARCHITECTURAL DRAWINGS. WATER SERVICE RELOCATED FROM
THE PLANNED LOCATION IN CIVIL DRAWINGS TO RESPECT DRIP LINE OF AN EXISTING TREE TO
REMAIN AS COORDINATED WITH THE PARKS DEPARTMENT. ACTUAL UNDERGROUND UTILITY
LOCATIONS HAVE NOT BEEN MARKED ON THE GROUND FOR THIS SURVEY.
N
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W
0
30
60
90
120
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180
210
240
270
300
330
P
e
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S u r v e y i ng
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I
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010 10 20 405
WV
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 M, N, AND
O, BLOCK 35, CITY AND TOWNSITE OF ASPEN, 430 WEST HALLAM WERE DEVELOPED FROM
SURVEYING THE PROPERTY ON THE DATE OF OCTOBER 26, 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.
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 D AND E, BLOCK 53, CITY
AND TOWNSITE OF ASPEN, 221 WEST HOPKINS 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: _________________
PE LICENSE NO. _______________________
04/03/24
04/03/24
COLO R A D O L ICEN
S
E
D
P
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O
F
E
SSIONAL L A N D S U RVEYOR
JAS O N R . NE
I
L
37935