HomeMy WebLinkAboutLand Use Case.120 Red Mountain Rd.0016.2014.AHPCSLOPE LEGEND
0% - 20%
b h
20%- 30%
y (2,983± S.F. ABOVE HIGH WATER LiNE
CONTAINED WITHIN THE PROPERTY
BOUNDARIES)
GREATER THAN 30%
(9,6691 S.F. ABOVE HiGH WATER UNE
CONTAINED WITHIN THE PROPERTY
BOUNDARIES)
PROPERTY AREA
TOTAL AREA: 30,683± S.F.
AREA ABOVE HiGH WATER LINE: 28,293± S.F.
AREA BELOW HIGH WATER LINE: 2,390± S.F.
PROPERTY ZONED
MODERATE -DENSITY RESIDENTIAL (R-1 SA)
PER THE CITY OF ASPEN
7.) THIS PROPERTY IS SUBJECT TO RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND
TITLE 26: LAND USE CODE
TYPE
PART 700: ZONING DISTRICT
DRIP
MINIMUM SETBACKS:
FRONT YARD: RESIDENTIAL DWELLING:
25 FEET
ACCESSORY BUILDINGS:
30 FEET
SIDE YARD: 10 FEET
DECIDUOUS
REAR YARD: RESIDENTIAL DWELLING:
10 FEET
ACCESSORY BUILDINGS:
5 FEET
MAXIMUM HEIGHT- 25 FEET
36'
ZONE AE LIMITS PER FEMA MAP
COMMUNITY PANEL NO.-
08097CO204C EFFECTIVE DATE:
JUNE 4, 1987
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IN
I I O RED
MOUNTAIN' ROAD
12' WIDE EASEMENT
FOR INGRESS & EGRESS
RECORDED IN BK. 315 PG. 422 -- /
AS AMENDED BY
RECEPTION NO. 602204 1. ,
- GRAVEL DRIVEWAY' of .
N90'00'00"W 155.02' /
FOUND (BASIS OF BEARINGS)
FOUND NO. 5 REBAR /
NO. 5 REBAR & YELLOW PLASTIC CAP
(ILLEGIBLE) /
S30'4eO4"W 1.82' /
l
- POINT OF BEGINNING &
SiTE BENCH MARK
` INDEPENDENCE FOUND NO. 5
&YELLOW PLASTIC
CAP MARKED LS 20151
PLACE ELEVATION: 7895.0
ASPHALT ROADWAY WEST 1/4 CORNER
SECTION 7
FOUND 3" BLM BRASS CAP
/ BEARS: S87'27'08"W 1157.32'
IMPROVEMENT • TOPOGRAPHIC SURVEY
A PARCEL OF LAND SITUATED IN THE SW I 14NW 114
SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6TH P.M.
11111111i 1 1 ll+Imumil"it
LOT LINE ADJUSTMENT
AMENDING MESDAG PROPERTY
AND LOT 5 RUBEY SUBDIVISION
BK. 85 PG. 76
s
g
APPROXIMATE
r
HIGHWATER UNE
ti;+ /
/ �•i'; � ��`"` APPROXIMATE
EDGE OF CREEK
4L` S85'15'[X1"F
°�'�i ` `"iii :iia• rr.�1;a�"�'�. ..�v"i'a�^.- �i'�Q�� _. i;.7t, i • � �
to LO
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GA
RAOCEL
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7'(TIE)
SET WOOD LATH
AT TOP OF SLOPE
(TYPICAL)
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�1+'•
6.fi_•.t �Y
OR Ago
S900woo"w 48. LOT 7
.,
RUBEY
SUBDIVISION
•
IF co
;.1�!r r.. -1T__ +�•�.� y�---aar.cora.# . � �7eR IN___—Z—FOUND NO. 5 REBAR
Iva+,i' "�• ''' 1y^ \.�� �"r» _kz, `flP,sr'�-�� i S,d► a:- :'• 1WiMk �ws:.'t '�1 • 1
.A �'.•f` • , :...:Allies .µ! i...� •+lf 'S �r� *• �i•'i• ••'
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A`R
---20
TREE CHART
7.) THIS PROPERTY IS SUBJECT TO RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND
TREE
TYPE
SiZE
DRIP
1
DECIDUOUS
20”
40'
2
DECIDUOUS
20"
4Q'
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DECIDUOUS
18"
36'
4
DECIDUOUS
18"
36'
5
CONIFEROUS
16"
32'
6
DECIDUOUS
18"
40'
7
DECIDUOUS
18"
36'
8
DECIDUOUS
16"
32'
9
DECIDUOUS
14"
28'
10
DECIDUOUS
16"
32'
11
DECIDUOUS
18"
36'
12
DECIDUOUS
12"
24'
13
DECIDUOUS
20"
30'
14 1
DECIDUOUS
20"
30'
15
DECIDUOUS
16"
32'
16
DECIDUOUS
12"
24'
17
DECIDUOUS
16"
32'
18
DECIDUOUS
12"
24'
19
CONIFEROUS
24"
30'
20
CONIFEROUS
22"
44'
21
CONIFEROUS
18"
36'
22
CONIFEROUS
20"
40'
23
DECIDUOUS
18"
36°
24
CONIFEROUS
8"
16'
25
ASPEN
8"
16'
26
ASPEN
10"
20'
27
ASPEN
10" I
20'
28
ASPEN
8"
16'
29
ASPEN
5"
10'
30
ASPEN
6"
12'
31
ASPEN
8"
16'
32
ASPEN
5"
10'
33
ASPEN
6"
12'
34
CONIFEROUS
12"
24'
35
CONIFEROUS
10"
20'
36
CONIFEROUS
9"
18'
37
CONIFEROUS
8"
16'
38
CONIFEROUS
12"
24'
39
CONIFEROUS
11"
2,C
40
DECIDUOUS
12"
24'
41
ASPEN
8"
16'
42
CONIFEROUS
14"
28'
43
ASPEN
6"
12'
44
ASPEN
8"
16'
45
ASPEN
6"
12'
46
ASPEN
10"
20'
47
ASPEN
10"
20'
48
ASPEN
6"
12'
49
ASPEN
6"
12'
50
ASPEN
8"
16'
51
CONIFEROUS
12"
24'
52
CONIFEROUS
10"
20'
53
,*NIFEROUS
36"
32'
54
CONIFEROUS
16"
32'
55
CONIFEROUS
12"
24'
56
CONIFEROUS
6"
12'
57
'ONIFEROUS
10"
20'
58 -'CONIFEROUS
12"
24'
59
CONIFEROUS
6"
12'
60
ASPEN
6"
12'
61
ASPEN
a
12'
62
CONIFEROUS
6"
12'
63
CONIFEROUS
8"
16'-
64
CONIFEROUS
16"
32'
65
CONIFEROUS
16"
32'
66 -
CONIFEROUS
12"
24'
67
CONIFEROUS
14"
28'
68
ASPEN
6"
12'
69
ASPEN
6"
12'
70
CONIFEROUS
16"
32'
71
CONIFEROUS
8"
16'
72
CONIFEROUS
8"
16'
73
ASPEN
8
16'
74
DECIDUOUS
18"
36'
75
DECIDUOUS
18"
36'
---20
LEGEND tIn
SUBDIVISION AT INDEPENDENCE PLACE �'!
7.) THIS PROPERTY IS SUBJECT TO RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND
WIDE ACCESS 1�%
AND UTILITY EASEMENT v /
`�
UTILITY POLE BOOK 35 PAGE 3 �
\�`�
�'
REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE
PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED
BK. 63 PG. 68
+L /
®
ELECTRICAL METER
\ n's
DECEMBER 24, 1902, IN BOOK 55 A7
(ACCESS TO RED /
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cn
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PAGE 116.
MOUNTAIN ROAD)/
®
GAS METER
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8.) THIS PROPERTY IS SUBJECT TO TERMS, CONDITIONS AND PROVISIONS OF UTILITY EASEMENTS
U
O
TELEPHONE PEDESTAL
\0N�
RECORDED MARCH 18, 1885 IN BOOK 24 AT PAGE 59 AND RECORDED JANUARY 20, 1887 IN BOOK 29
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AT PAGE 582. BLANKET EASEMENT FOR WATER LINE PIPES IN THE Sl/2NW1./4 OF SECTION 7. NO
W
0
CLEAN-OUT
UNDERGROUND WATER LINE PIPES WERE LOCATED AS PART OF THIS IMPROVEMENT SURVEY.
/
OE
OVERHEAD ELECTRIC LINE
\
9. THIS PROPERTY IS SUBJECT TO RESERVATIONS AND RESTRICTIONS CONTAINED IN DEED RECORDED
p ..
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D
\\
OCTOBER 9, 1962 IN BOOK 199 AT PAGE 350. RESTRICTIONS IN THIS DEED ARE THAT ONLY ONE
/
0 4 0
WOOD FENCE
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V
RESIDENCE WILL BE ALLOWED ON THIS PROPERTY AND THE ROOF OF ANY STRUCTURE WILL BE NO
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IL
MORE THAN 16 FEET ABOVE THE HIGHEST POINT OF NATURAL GROUND LEVEL AND THAT NO
FOUND NO. 5 REBAR AND
\
STRUCTURE WILL BE LESS THAN 30 FEET' FORM THE WESTERLY PROPERTY UNE. THE EASEMENT CALLED
YELLOW PLASTIC CAP MARKED
\
OUT IN THE DEED WAS EXTINGUISHED AND RELEASED IN QUIT CLAiM DEED RECORDED IN BOOK 314 AT
/
PROP CORNER HCE LS#19598
\
PAGE 820.
(UNLESS OTHERWISE NOTED)
\
TO.) TERMS, CONDITIONS AND PROVISIONS OF GRANT OF EASEMENT RECORDED AUGUST 16, 1976 iN
\
BOOK 315 AT PAGE 422 AND AMENDMENT TO GRANT OF EASEMENT RECORDED AUGUST 2, 2013
/
GRAPHIC
SCALE
UNDER RECEPTION NO. 602204. ACCESS EASEMENTS ARE SHOWN HEREON.
/ 20
0 10 20
40 80
\
11.) EASEMENTS, RIGHTS OF WAY AND ALL OTHER MATTERS AS DISCLOSED ON THE IMPROVEMENT
\
SURVEY PLAT OF SUBJECT PROPERTY RECORDED MARCH 27, 2013 IN PLAT BOOK 102 AT PAGE 61.
/
CITY OF ASPEN \
12.) ANY FACTS, RIGHTS, INTERESTS OR CLAIMS WHICH MAY EXIST OR ARISE BY REASON OF THE
CITYASPEN
G //
P
F,
t IN )
GPS -4 \
FOLLOWING FACTS SHOWN ON IMPROVEMENT SURVEY PLAT RECORDED MARCH 27, 2013 IN PLAT BOOK
3-1/" ,
FOUND 4
ALUMINUM CAP \�
1 inch =
20 ft.
FOUND 3-1/4" \
ALUMINUM CAP cam"
102 AT PAGE 61;
/
\
OVERHEAD SUBJECT ROPERTY
ENCROACHMENT
ILLEGIBLE IN /
MONUMENT BOX
-4
S75 -03.20"E 2773.29'(TiE)ELEVATION:
MONUMENT BOX
7925.42 \
FENCEUINTO OT 7,PRUBEY SUBDIVISION.
---------------------
- ------------------
13.) ANY QUESTION DISPUTE OR ADVERSE CLAIMS AS TO ANY LOSS OR GN O
AIF
NOTK: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN INS SURVEY WnHIN 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 CE117WICATION SHOWN HEREON.
- - - - - - - - - - - - - - -
PV
LAND AS A RESULT
OF ANY CHANGE IN THE RIVER BED LOCATION BY NATURAL OR OTHER CAUSES, OR ALTERATION
THROUGH ACCRETION, RELICTiON, EROSION OR AVULSION OF THE CENTER THREAD, BANK, CHANNEL OR
FLOW OF WATERS IN THE HUNTER CREEK RiVER LYiNG WITHIN SUBJECT LAND; AND ANY QUESTION AS
TO THE LOCATION OF SUCH CENTER THREAD, BED, BANK, BED OR CHANNEL AS A LEGAL DESCRIPTION
MONUMENT OR MARKER FOR PURPOSES OF DESCRIBING OR LOCATING SUBJECT LANDS.
SCALE: 1* = 1,000'
PROPERTY DESCRIPTION
PER PITKIN COUNTY TiTLE, INC., TITLE COMMITMENT CASE NO. PCT23935W,
EFFECTIVE DATE: JANUARY 3, 2014
A PARCEL OF LAND SITUATED IN THE SW1 /4NW1 /4 OF SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84
WEST OF THE 6TH PRINCIPAL MERIDIAN, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 7, A BLMBRASS CAP iN PLACE
THENCE N87'27'08"E A DISTANCE OF 1187.32 FEET TO THE SOUTHEAST CORNER OF SECOND AMENDED
LOT 2 OF SECOND AMENDMENT TO ODEN STREAM MARGIN REVIEW AND LOT UNE ADJUSTMENT
RECORDED IN PLAT BOOK 63 AT PAGE 68 IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE, THE
POINT OF BEGINNING: THENCE NOO.00.00"E ALONG THE EASTERLY BOUNDARY OF SAID SECOND
AMENDED LOT 2, A DISTANCE OF 90.45 FEET; THENCE CONTINUING ALONG SAID EASTERLY BOUNDARY
S29'05'45"E A DISTANCE OF 6.56 FEET; THENCE CONTINUING ALONG SAID EASTERLY BOUNDARY
N60'54'15"E A DISTANCE OF 34.00 FEET; THENCE CONTINUING ALONG SAID EASTERLY BOUNDARY
N29ro5'45"W A DISTANCE OF 6.00 FEET; THENCE CONTINUING ALONG SAID EASTERLY BOUNDARY
N71'02'27"W A DISTANCE OF 137.58 FEET TO THE CENTERLINE OF HUNTER CREEK; THENCE LEAVING
SAID EASTERLY BOUNDARY ALONG SAID CENTERLINE OF HUNTER CREEK S46'31'00"E A DISTANCE OF
57.45 FEET, THENCE CONTINUING ALONG SAID CENTERLINE S33'22'00"E A DISTANCE OF 98.18 FEET;
THENCE CONTINUING ALONG SAID CENTERLINE S85'15'00"E A DISTANCE OF 68.68 FEET; THENCE
CONTINUING ALONG SAID CENTERLINE S25'01'00"E A DISTANCE OF 82.76 FEET TO THE NORTHERLY
MOST CORNER OF LOT 7 OF RUBEY SUBDIVISION AS RECORDED iN PLAT BOOK 5 AT PAGE 41 IN THE
AFOREMENTIONED PITKIN COUNTY CLERK AND RECORDER'S OFFICE; THENCE LEAVING SAID CENTERLINE
OF HUNTER CREEK ALONG THE WESTERLY BOUNDARY OF SAiD LOT 7, S15'10'00"W A DISTANCE OF
75.60 FEET TO THE SOUTHWESTERLY CORNER OF SAID LOT 7; THENCE LEAVING SAID WESTERLY
BOUNDARY ALONG THE SOUTHERLY BOUNDARY OF SAID LOT 7, N90*OO`OO"E A DISTANCE OF 40.38
FEET TO THE NORTHERLY BOUNDARY OF THE CONDOMINIUM MAP OF COMMON GROUND HOUSING
SUBDIVISION AT INDEPENDENCE PLACE AS RECORDED IN PLAT BOOK 35 AT PAGE 31 IN THE
AFOREMENTIONED PITKIN COUNTY CLERK AND RECORDER'S OFFICE; THENCE LEAVING SAID SOUTHERLY
BOUNDARY ALONG SAID NORTHERLY BOUNDARY S75'29'00"W A DISTANCE OF 9.37 FEET; THENCE
CONTINUING ALONG SAID NORTHERLY BOUNDARY N90'00'00"W A DISTANCE OF 80.02 FEET; THENCE
LEAVING SAiD NORTHERLY BOUNDARY N74 32'00"W A DISTANCE OF 75.00 FEET TO A POINT ON THE
NORTHERLY BOUNDARY OF SAID CONDOMINIUM MAP OF COMMON GROUND HOUSING SUBDIVISION AT
INDEPENDENCE PLACE; THENCE S90'00'00"W ALONG SAID NORTHERLY BOUNDARY A DISTANCE OF 14.00
FEET; THENCE CONTINUING ALONG SAID NORTF-LY BOUNDARY N00'00'00"W A DISTANCE 16.00
FEET; THENCE CONTINUING ALONG SAID NOR -n. -.LY BOUNDARY S90 -00-00"W A DISTANCE 48.00
FEET TO THE POINT OF B€GINNING. SAID PARCEL OF LAND CONTAINING 30,684 SQUARE FEET (0.704
ACRES) MORE OR LESS.
PLAT NOTES:
1. BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N90 -00'00"W BETWEEN THE SE
CORNER OF AMENDED LOT 2, A REBAR AND YELLOW PLASTIC CAP MARKED LS 20151, AND
THE NE CORNER OF SECOND AMENDED SALE PARCEL, A FOUND NO. 5 REBAR AS SHOWN
HEREON.
2. DATE OF IMPROVEMENT SURVEY: JANUARY 14, 2014. AT THE TIME OF THE FIELD SURVEY
THERE WAS 3' TO 4' OF SNOW ON THE GROUND. TOPOGRAPHIC AND TREE LOCATION:
FEBRUARY 6, 2014 AT THE TIME OF THE FIELD SURVEY THERE WAS 3' TO 5' OF SNOW ON
THE GROUND.
3. LINEAR UNITS USED TO PERFORM THIS SURVEY WERE U.S. SURVEY FEET.
4. THiS SURVEY IS BASED ON DEEDS RECORDED AS RECEPTION NO. 478871, BOOK 341 AT PAGE
573, BOOK 314 AT PAGE 821, BOOK 315 AT PAGE 421, THE SECOND AMENDMENT TO ODEN
STREAM MARGIN REVIEW AND LOT UNE ADJUSTMENT RECORDED IN PLAT BOOK 63 AT PAGE
68, THE FINAL PLAT OF RUBEY SUBDIVISION RECORDED IN PLAT BOOK 5 AT PAGE 41,
CONDOMINIUM MAP OF COMMON GROUND HOUSING SUBDIVISION AT INDEPENDENCE PLACE PLAT
BOOK 35 AT PAGES 31-33, THE COMMON GROUND HOUSING PROJECT RECORDED AT PLAT
BOOK 32 AT PAGE 61, THE FINAL PLAT OF COMMON GROUND HOUSING SUBDIVISION AND LOT
LINE ADJUSTMENT RECORDED IN PLAT BOOK 32 AT PAGE 63 AND CORNERS FOUND IN PLACE
AS SHOWN.
5. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS
OF RECORD OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE COMMITMENT
PREPARED BY PITKIN TITLE COMPANY, INC., HAVING AN EFFECTIVE DATE OF JANUARY 3, 2014
(CASE NO. PCT23935W).
6• ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988
(NAW 88) REFERENCED FROM NATIONAL GEODETIC SURVEY (NGS) BENCHMARK STATION Q159
HAVING AN ELEVATION OF 7911.98.
7. CONTOUR INTERVAL EQUALS 1 FOOT.
8. FLOOD iNFORMATION WAS TAKEN FROM FEMA FLOOD INSURANCE RATE MAP OF PITKIN COUNTY
COMMUNITY PANEL NO. 0809700204 C WiTH AN EFFECTIVE DATE OF JUNE 4, 1987. ZONE
AE -100 YEAR FLOOD LINE WAS BASED ON DETERMINED ELEVATIONS SHOWN HEREON, FLOOD
ELEVATIONS SHOWN ON FEMA MAP WERE RAiSE TO MATCH NAVD88 DATUM.
9. ZONE AE = 100 YEAR FLOOD BOUNDARY, ZONE X = AREA OUTSIDE OF 500 YEAR FLOOD
BOUNDARY.
IMPROVEMENT SURVEY STATEMENT
I HEREBY STATE THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY HIGH COUNTRY ENGINEERING,
INC. FOR RED MOUNTAIN RIVER FRONT LLC, A COLORADO LIMITED LIABILITY COMPANY.
I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE,
FEBRUARY 6, 2014, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE
PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES
BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS 'INDICATED, AND THAT THERE iS NO
APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID
PARCEL, EXCEPT AS NOTED.
BY.
QED
>-14 2014
CITY OF ASPEN
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