HomeMy WebLinkAboutLand Use Case.825 Ute Ave.0082.2017.ASLUGRAPHIC SCALE
0 10 20 30
( IN FEET )
1 inch = 10 ft.
VICINITY MAP
1"--500'
ALUMINUM TA
LS38215 1`29
el5' FRONT YARD
SET'8ACX LINA •o, /
Q MANHOLE RfR CITY OF ASPEN
R/MF ZONING CODS
DS SANITARY SEWER MANHOLE
Wx
OD
H
STORM SEWER MANHOLE
z t f
WATER SHUTOFF
wv
TZc��"ZTY CON-rAINS Q �'
D4 WATER VALVE
El CATV PEDESTAL
17,912± S Q . F r. O � ° A
t J
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f
A.C. UNIT
o 41 1s ,},
_ ACRES �
EQ ELECTRICAL METER ./ ,3,
Q TELEPHONE PEDESTAL
{._ GAS METER9s2. �"�.� `� �� ' ��
1�
(1) CLEAN OUT
p� / SPOT �c: 7949.7' �� F
O
RECORD DATA TREE CHART TREE CHART
"*y� '(JI 41X
, TREE TYPE SIZE DRIP TREE TYPE SIZE DRIP
1 DECIDUOUS 5" 10' 27 DECIDUOUS 4" 30'
/ 2 DECIDUOUS 5" 10' 28 DECIDUOUS 6" 36'
3 DECIDUOUS 5" 10' 29 DECIDUOUS 4" 16'
Q / �' 4 CONIFEROUS 13" 16' 30 DECIDUOUS 6" 12'
5 CONIFEROUS 12" 12' 31 DECIDUOUS 4" 12'
SST 2 / J 6 DECIDUOUS 16" 16' 32 DECIDUOUS 8" 16'
l ALUMINUM TA
LS38215 V ° 1 7 CONIFEROUS 10» 16'
33 DECIDUOUS 4» 8a
o sIT aC1fMA �'
` » a »
o TE 'BEN95 5' l 8 DECIDUOUS 14 28 34 DECIDUOUS 8 12
{
6 F 9 DECIDUOUS 16" 32' 35 DECIDUOUS 6" 16'
' 1 10 DECIDUOUS 12 24 36 DECIDUOUS 8 20
11 DECIDUOUS 16 32' 37 DECIDUOUS 4" 12'
,r
5 C 12 CONIFEROUS 16" 12' 8 D '
F•F•F•= 7956.34 FE 3 DECIDUOUS 4 16
F ,w 13 CONIFEROUS 12" 12' 39 DECIDUOUS 6" 24'
Tk.6� j,`'' ` f1� 14 DECIDUOUS 10" 30 40 DECIDUOUS 6" 28'
,0 / `� i� ` c'0 , 15 DECIDUOUS 12 12 41 DECIDUOUS 6 28
F• £•- 7956
16 CONIFEROUSiJ 8"12� 42 DECIDUOUS 8M 20� 17 DECIDUOUS 10" 20 43 DECIDUOUS 4 28
18 DECIDUOUS 8" 32' 44 DECIDUOUS 8" 16'
19 DECIDUOUS 4 16 45 DECIDUOUS ion 28
d^�.-'^.'. 20 DECIDUOUS 4" 16' 46 DECIDUOUS 14" 48'
t
�` 21 DECIDUOUS 6" 12' 47 DECIDUOUS 6" 28'
4k
3'S `S ��� s'w `t� r- ` 22 DECIDUOUS 6" 12' 48 DECIDUOUS - 4" 28'
23 DECIDUOUS 6" 12' 49 DECIDUOUS 6" 12'
14
t / w• N 24 DECIDUOUS 10" 24' 50 DECIDUOUS 10" 16'
F•1 E.= 7956.98 N
5,1 ���s` ;u, N-79- 25 CONIFEROUS 8" 12' 51 DECIDUOUS 10" 16'
� z.s' �,�p1Vi
r
N 26 DECIDUOUS 4" 30 52 DECIDUOUS 6" 20'
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D NO REBAR
AND O' A, J
C- RLASTICI> AP LS28643
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 CERTIFICATION SHOWN HEREON.
.�
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0;0�
00000000
5' SIDS YARD
31* 1U0� 6
�� �5 �" � � '►,pct
to
V�1 105 p 1��5 0 5.2`
5�600� 81
CS�5�t�2
AND RED PLASTIC
CAP LS24303
AAf e6 bp p0�5�
SETBACK LINE
PER CITY OF ASPEN
R/MF ZONING CODE
SLOPES
1
5
FLOOD ZONE STATEMENT
THIS PROPERTY UES WITHIN FLOOD ZONE X ACCORDING TO FEMA FLOOD INSURANCE RATE MAIC`
COMMUNITY PANEL NO. 08097CO204 C, HAVING AN EFFECTIVE DATE OF JUNE 4, 1987.
PROPERTY DESCRIPTION
UTE TRAIL TOWNHOMES AND BILLINGS PLACE CONDOMINIUMS RECORDED DECEMBER 22, 1994 IN PLAT
BOOK 35 AT PAGE 79 IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO.
NOTES:
1. BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N28'3,00"E ALONG THE NORTHERLY
PROPERTY LINE BETWEEN A FOUND NO. 5 REBAR AND ORANGE PLASTIC CAP LS28643 AND A
FOUND 2" ALUMINUM TAG LS28643 AS SHOWN 'HEREON.
2. DATE OF SURVEY JANUARY 12, 2017.
3. LINEAR UNITS USED TO PERFORM THIS SURVEY WERE U.S. SURVEY FEET.
4. THIS SURVEY IS BASED ON UTE TRAIL TOWNHOMES AND BILLINGS PLACE CONDOMINIUMS
RECORDED DECEMBER 22, 1994 IN PLAT BOOK 35 AT PAGE 79, UTE TRAIL TOWNHOMES AND
BILLINGS PLACE SUBDIVISION AND PUD RECORDED MAY 10, 1991 IN PLAT BOOK 26 AT PAGE 32,
CONDOMINIUM MAP OF BLACK SWAN HALL RECORDED JANUARY 28, 1977 IN PLAT BOOK 5 AT
PAGE 58 AND CORNERS FOUND IN PLACE AS SHOWN.
5. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF
RECORD OR IN PLACE.
6. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT, THEREFORE, ANY
EXCEPTIONS TO TITLE THAT MAY AFFECT THE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED
BY HIGH COUNTRY ENGINEERING, INC.
7. UNDERGROUND UTILITIES HAVE BEEN MARKED OUT BY OTHERS, ONLY PAINT MARKS AND U11UTY
FLAGS HAVE BEEN LOCATED BY HIGH COUNTRY ENGINEERING, INC. THE ACTUAL LOCATION OF
UNDERGROUND UTILITIES MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
8. SANITARY SEWER LINES SHOWN HEREON WERE TAKEN FROM MAPS PROVIDED BY ASPEN
METROPOLITAN SANITATION DISTRICT.
9. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD 88) REFERENCED FROM NATIONAL GEODETIC SURVEY (NGS) BENCHMARK STATION S
159 HAVING A PUBLISHED ELEVATION OF 7720.88
10. CONTOUR INTERVAL EQUALS 1 FOOT.
IMPROVEMENT SURVEY STATEMENT
I HEREBY STATE THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY HIGH COUNTRY ENGINEERING, INC.
FOR MARC SOLOMON.
I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE,
JANUARY 12, 2017, 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. LINER ERROR OF CLOSURE IS LESS THAN 1:15,000.
RODNEY P. KISER, PLS NO. 38215
COLORADO PROFESSIONAL LAND SURVEYOR
NOWi #
1
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DECORATIVE STEEL FENCE
z z
0
o
SPLIT RAIL FENCE
SS
SANITARY SEWER LINE
W
UNDERGROUND WATER UNE
O0
Z CSI z
UNDERGROUND GAS LINE
� --
UNDERGROUND CABLE T.V. LINE
UT
UNDERGROUND TELEPHONE LINE
UE
UNDERGROUND ELECTRIC LINE
VICINITY MAP
1"--500'
ALUMINUM TA
LS38215 1`29
el5' FRONT YARD
SET'8ACX LINA •o, /
Q MANHOLE RfR CITY OF ASPEN
R/MF ZONING CODS
DS SANITARY SEWER MANHOLE
Wx
OD
H
STORM SEWER MANHOLE
z t f
WATER SHUTOFF
wv
TZc��"ZTY CON-rAINS Q �'
D4 WATER VALVE
El CATV PEDESTAL
17,912± S Q . F r. O � ° A
t J
r
f
A.C. UNIT
o 41 1s ,},
_ ACRES �
EQ ELECTRICAL METER ./ ,3,
Q TELEPHONE PEDESTAL
{._ GAS METER9s2. �"�.� `� �� ' ��
1�
(1) CLEAN OUT
p� / SPOT �c: 7949.7' �� F
O
RECORD DATA TREE CHART TREE CHART
"*y� '(JI 41X
, TREE TYPE SIZE DRIP TREE TYPE SIZE DRIP
1 DECIDUOUS 5" 10' 27 DECIDUOUS 4" 30'
/ 2 DECIDUOUS 5" 10' 28 DECIDUOUS 6" 36'
3 DECIDUOUS 5" 10' 29 DECIDUOUS 4" 16'
Q / �' 4 CONIFEROUS 13" 16' 30 DECIDUOUS 6" 12'
5 CONIFEROUS 12" 12' 31 DECIDUOUS 4" 12'
SST 2 / J 6 DECIDUOUS 16" 16' 32 DECIDUOUS 8" 16'
l ALUMINUM TA
LS38215 V ° 1 7 CONIFEROUS 10» 16'
33 DECIDUOUS 4» 8a
o sIT aC1fMA �'
` » a »
o TE 'BEN95 5' l 8 DECIDUOUS 14 28 34 DECIDUOUS 8 12
{
6 F 9 DECIDUOUS 16" 32' 35 DECIDUOUS 6" 16'
' 1 10 DECIDUOUS 12 24 36 DECIDUOUS 8 20
11 DECIDUOUS 16 32' 37 DECIDUOUS 4" 12'
,r
5 C 12 CONIFEROUS 16" 12' 8 D '
F•F•F•= 7956.34 FE 3 DECIDUOUS 4 16
F ,w 13 CONIFEROUS 12" 12' 39 DECIDUOUS 6" 24'
Tk.6� j,`'' ` f1� 14 DECIDUOUS 10" 30 40 DECIDUOUS 6" 28'
,0 / `� i� ` c'0 , 15 DECIDUOUS 12 12 41 DECIDUOUS 6 28
F• £•- 7956
16 CONIFEROUSiJ 8"12� 42 DECIDUOUS 8M 20� 17 DECIDUOUS 10" 20 43 DECIDUOUS 4 28
18 DECIDUOUS 8" 32' 44 DECIDUOUS 8" 16'
19 DECIDUOUS 4 16 45 DECIDUOUS ion 28
d^�.-'^.'. 20 DECIDUOUS 4" 16' 46 DECIDUOUS 14" 48'
t
�` 21 DECIDUOUS 6" 12' 47 DECIDUOUS 6" 28'
4k
3'S `S ��� s'w `t� r- ` 22 DECIDUOUS 6" 12' 48 DECIDUOUS - 4" 28'
23 DECIDUOUS 6" 12' 49 DECIDUOUS 6" 12'
14
t / w• N 24 DECIDUOUS 10" 24' 50 DECIDUOUS 10" 16'
F•1 E.= 7956.98 N
5,1 ���s` ;u, N-79- 25 CONIFEROUS 8" 12' 51 DECIDUOUS 10" 16'
� z.s' �,�p1Vi
r
N 26 DECIDUOUS 4" 30 52 DECIDUOUS 6" 20'
�\ I 0.1 ,
.
3
t� 'tee
ai S
D NO REBAR
AND O' A, J
C- RLASTICI> AP LS28643
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 CERTIFICATION SHOWN HEREON.
.�
w�4
0;0�
00000000
5' SIDS YARD
31* 1U0� 6
�� �5 �" � � '►,pct
to
V�1 105 p 1��5 0 5.2`
5�600� 81
CS�5�t�2
AND RED PLASTIC
CAP LS24303
AAf e6 bp p0�5�
SETBACK LINE
PER CITY OF ASPEN
R/MF ZONING CODE
SLOPES
1
5
FLOOD ZONE STATEMENT
THIS PROPERTY UES WITHIN FLOOD ZONE X ACCORDING TO FEMA FLOOD INSURANCE RATE MAIC`
COMMUNITY PANEL NO. 08097CO204 C, HAVING AN EFFECTIVE DATE OF JUNE 4, 1987.
PROPERTY DESCRIPTION
UTE TRAIL TOWNHOMES AND BILLINGS PLACE CONDOMINIUMS RECORDED DECEMBER 22, 1994 IN PLAT
BOOK 35 AT PAGE 79 IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO.
NOTES:
1. BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N28'3,00"E ALONG THE NORTHERLY
PROPERTY LINE BETWEEN A FOUND NO. 5 REBAR AND ORANGE PLASTIC CAP LS28643 AND A
FOUND 2" ALUMINUM TAG LS28643 AS SHOWN 'HEREON.
2. DATE OF SURVEY JANUARY 12, 2017.
3. LINEAR UNITS USED TO PERFORM THIS SURVEY WERE U.S. SURVEY FEET.
4. THIS SURVEY IS BASED ON UTE TRAIL TOWNHOMES AND BILLINGS PLACE CONDOMINIUMS
RECORDED DECEMBER 22, 1994 IN PLAT BOOK 35 AT PAGE 79, UTE TRAIL TOWNHOMES AND
BILLINGS PLACE SUBDIVISION AND PUD RECORDED MAY 10, 1991 IN PLAT BOOK 26 AT PAGE 32,
CONDOMINIUM MAP OF BLACK SWAN HALL RECORDED JANUARY 28, 1977 IN PLAT BOOK 5 AT
PAGE 58 AND CORNERS FOUND IN PLACE AS SHOWN.
5. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF
RECORD OR IN PLACE.
6. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT, THEREFORE, ANY
EXCEPTIONS TO TITLE THAT MAY AFFECT THE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED
BY HIGH COUNTRY ENGINEERING, INC.
7. UNDERGROUND UTILITIES HAVE BEEN MARKED OUT BY OTHERS, ONLY PAINT MARKS AND U11UTY
FLAGS HAVE BEEN LOCATED BY HIGH COUNTRY ENGINEERING, INC. THE ACTUAL LOCATION OF
UNDERGROUND UTILITIES MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
8. SANITARY SEWER LINES SHOWN HEREON WERE TAKEN FROM MAPS PROVIDED BY ASPEN
METROPOLITAN SANITATION DISTRICT.
9. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD 88) REFERENCED FROM NATIONAL GEODETIC SURVEY (NGS) BENCHMARK STATION S
159 HAVING A PUBLISHED ELEVATION OF 7720.88
10. CONTOUR INTERVAL EQUALS 1 FOOT.
IMPROVEMENT SURVEY STATEMENT
I HEREBY STATE THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY HIGH COUNTRY ENGINEERING, INC.
FOR MARC SOLOMON.
I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE,
JANUARY 12, 2017, 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. LINER ERROR OF CLOSURE IS LESS THAN 1:15,000.
RODNEY P. KISER, PLS NO. 38215
COLORADO PROFESSIONAL LAND SURVEYOR
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