HomeMy WebLinkAboutDRB18-0189_approved plans_1532032604.pdf \
LOT 4 SANDY LANE (30' ROW)
.5 t 08.•
�•' I + 09,6
PHO E PED
_ os.6 ° 4 ° a ASPHALT 111111111W4 '0,1r-
+ 1o.a
A\
0.4' tailtil
ll ° ORIVE
0.7' _* PORTION OF SURVEY ADDED AND UPDATED 0'4 0a a d STORM GRATE
11/5/2013 �" "�' a°Cp a " +1)9,7 INV RT EL=8307.6'
PER CLIENT REQUEST VTV PED j ° 4 (O /^0 a CONC.
BOULDER / Q° n �• gY J d ° d 09., 10,2 10.5 PAN
M ° FLOWLINE
0.8' 06.2a ° .. °n. 4 e° d'. (A. OJ .° ° O. io.i,. 10.6
BOULDER 0.3' /d, ° a .°d d _I -
ir/ /�Al ° ° 4 n °.. d° d d ° 4 '� 4 n d a 4 O 10.3 10.3
raft
Os.6°° T x ° 4 . - d ° ° e ° ° CO
.°n .d O 41 Q d .d 4 .° -140,?. d ° 08.5 _\
�gcJ.g7 1.0' J d e d
4 d 4A 4 °°. d ° + 10,6
O�" W 1.0' 0 4 d'° 4 °.° d °. °° 4
7ga 1 �''p� ° 4 °a 4 ° °p 4 a /I/ °
`t e. a ° os.s ° d ° + 06.2 Q` ° ? • .°V.
S 03� ° WOOD TIE44 a ° °
9� 4
+ 02.0 + 02.4 02.8 ° .d d ° ° WALL` ° .c e d 44 a 4 d ° ° ° ° I
+ 09.6
d' ° 4 ° 4
/V
02 111
d ° d n ° 0' 10' 20' 30'
°. d ° li_
1�2 8325.2 01.. ° °� + 05.5 d �° d d° ea 07,' � (IY//
d n 0. °.° ° ° ASPIALT '. ' °' °. °
RIDGE 4 DRIVE ° ° d.
d , d ° °
FND. PIN 8c CAP \\\\\‘% ��9 d °° d ° d d 4 a 06.7 SCALE: 1 " = 1 0'
L.S. #15296 S ra 4. 03\6 . d. ° a ° °/, °d°
1.0 CMP
( BASIS OF BEARINGS ) \_ 4 \\ ° ° 44
°
6
\ v � d \\ 4
p d / e X6.6 /
; 8331.1 RIDGE \�° 4 4 ° ° / CL DITCH
9-1"
8305.9' \\\ ° d. .° d ° ° ° ,,'/
‹, of
GARAGE \° e /
SLAB 8 d a
�, °\ ° ` NOTES:
os.s / °.
CP 2ND FLOOR DECK �� 1\ •° °d °� X5.6 1.0'
2ND FLOOR \ °a ° 1) DATE OF SURVEY: 6/21/96
LOT 3 OVERHANG ° / DATE OF ADDITIONAL UPDATED TOPOGRAPHIC SURVEY AS SHOWN: 11/5/13
d
0.39 ACRES RET. WALL UNIT A 8305.9.\\\\°°d s / / 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED
\ (ABOVE) GARAGEA \\ 4 a +�5.a d PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES,
\ \ 00# \ ° ^2� RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER
\ \ \� a FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
\ EXISTING DUPLEX 8334.6 RIDGE \ // "s'3
,g °�d rY * THE STRUCTURE SHOWN HAS BEEN SUBDIVIDED INTO UNIT A AND UNIT B.
742 SANDY LANE os0 ° / /11*&..,,.\
1.0' NO DOCUMENTATION OR RECORDING INFORMATION WAS SUPPLIED AS TO CORRECTLY
114 \V ,d14.111 8310.2 RIDGE (SLOPING ROOF) n DEPICT THIS DIVISION.
ts3 ` \ N-19 R \\� ROOF 22� „ • 0 ° 114.6 THE LEGAL DESCRIPTION LISTED MOST LIKELY IS NOT CURRENT.
200 \\ OVERHANG i 05.7 /
2.0 \ \ i' 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
\ i CALK �/ os� /CL DITCH % ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
® g \. 1ST FLOOR �‘ WALK, / / AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY
290 \ OVERHANG �� A ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
\ THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
\\\ ' 6 04' +'oss HEREON.
3RD FLOOR DECK \‘ 1a2 N/.'/.6 4) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE
\ \\ * PORTION OF SURVEY ADDED AND UPDATED AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD
UNIT B \ 11/5/2013 BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND
(BELOW) \\ / PER CLIENT REQUEST SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS.
\\ _ 5) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF
0.6 EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE
ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED.
VI 8285 �\' OVERHANG \ROOF // / 6) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND AT THE WEST CORNER
Qo \ \
\ OF LOTS 3/4 AND THE SOUTH CORNER OF LOTS 2/3.
U N P LATTE D 7 J \ 206 ° 0.3 7) BASIS OF ELEVATION: SEWER MH 106 INVERT EL=8251.1'
i \\ / 8) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN
i
\ 0.3 LOT 2 OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, THE TOWN OF VAIL
\ BAY --- \\ SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION.
WINDOW cp \ 8300 9) BUILDING SHOWN WAS LOCATED AND MEASURED TO TRIM AND VARIOUS EXTERIOR
j MATERIALS. STRUCTURE AND DIMENSIONS SHOWN SHOULD NOT BE RELIED UPON
J / FOR ADDITION DESIGN.
79 \ \ \-1
/ 10) 1' CONTOUR INTERVALS.
\ / \\ UTILITY AND DRAINAGE EASEMENT 11) 0.3' OF SNOW ON LOT AT TIME OF SURVEY; SOME FEATURES MAY EXIST
\ \\ 1ST FLOOR DECK \\ BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING.
\ \
\ / 0.2
\ a /
ve....... k... \ \.
\\ /
1.0 \ / l G X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER 4\
82j5 vv \/ r
/
2�0 \ \, _ / /
/\
11
----
UTILITY EASEMENT \ 4/ X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER
d2j0 890 5 0
A
o0
e IIIIIIIIIIIIIIIII%miomooiolr O
\ SURVEYOR'S CERTIFICATE
I, Michael J. Post, a Professional Land Surveyor registered under the laws of
the State of Colorado, do hereby certify that this topographic survey was
made by me and under my supervision, and that the survey is accurate and
correct to the best of my knowledge.
--7.7., '4..
II III li III 1104444040440
` ,_
4)‘_............
Michael J. Post
Colorado P.L, j. X0116%
pe
i 80116
32.53 I!,) Dater_ II1/_ __ f
iir
S 88 23 32" E _ *PO'cqL LAMA
\,,,,,,,,\,,
FND. PIN Sc CAP
L.S. #15296
( BASIS OF BEARINGS )
I
1
TRACT C
TOPOGRAPHIC SURVEY
UNIT A & UNIT B
LOT 3
E.r_.. ========-___._.= __= __= VAIL / POTATO PATCH SECOND FILING
P.O. BOX 30 6 & 24, EAGLE-VAIL 29T-2013.DWG DATE: 11/7/2013 TOWN OF VAIL, EAGLE COUNTY, COLORADO
EDWARDS, CO. 81632
(970)949-1406
DRN. BY: M. POST PAGE: 1 OF 1 JOB No.
\
LOT 4 SANDY LANE (30' ROW)
.5 t 08.•
�•' I + 09,6
PHO E PED
_ os.6 ° 4 ° a ASPHALT 111111111W4 '0,1r-
+ 1o.a
A\
0.4' tailtil
ll ° ORIVE
0.7' _* PORTION OF SURVEY ADDED AND UPDATED 0'4 0a a d STORM GRATE
11/5/2013 �" "�' a°Cp a " +1)9,7 INV RT EL=8307.6'
PER CLIENT REQUEST VTV PED j ° 4 (O /^0 a CONC.
BOULDER / Q° n �• gY J d ° d 09., 10,2 10.5 PAN
M ° FLOWLINE
0.8' 06.2a ° .. °n. 4 e° d'. (A. OJ .° ° O. io.i,. 10.6
BOULDER 0.3' /d, ° a .°d d _I -
ir/ /�Al ° ° 4 n °.. d° d d ° 4 '� 4 n d a 4 O 10.3 10.3
raft
Os.6°° T x ° 4 . - d ° ° e ° ° CO
.°n .d O 41 Q d .d 4 .° -140,?. d ° 08.5 _\
�gcJ.g7 1.0' J d e d
4 d 4A 4 °°. d ° + 10,6
O�" W 1.0' 0 4 d'° 4 °.° d °. °° 4
7ga 1 �''p� ° 4 °a 4 ° °p 4 a /I/ °
`t e. a ° os.s ° d ° + 06.2 Q` ° ? • .°V.
S 03� ° WOOD TIE44 a ° °
9� 4
+ 02.0 + 02.4 02.8 ° .d d ° ° WALL` ° .c e d 44 a 4 d ° ° ° ° I
+ 09.6
d' ° 4 ° 4
/V
02 111
d ° d n ° 0' 10' 20' 30'
°. d ° li_
1�2 8325.2 01.. ° °� + 05.5 d �° d d° ea 07,' � (IY//
d n 0. °.° ° ° ASPIALT °. ' °' °. °
RIDGE 4 DRIVE ° ° d.
d , d ° °
FND. PIN 8c CAP \\\\\‘% ��9 d °° d ° d d 4 a 06.7 SCALE: 1 " = 1 0'
L.S. #15296 S ra 4. 03\6 . d. ° a ° °/, °d°
1.0 CMP
( BASIS OF BEARINGS ) \_ 4 \\ ° ° 44
°
6
\ v � d \\ 4
p d / e X6.6 /
; 8331.1 RIDGE \�° 4 4 ° ° / CL DITCH
9-1"
8305.9' \\\ ° d. .° d ° ° ° ,,'/
‹, of
GARAGE \° e /
SLAB 8 d a
�, °\ ° ` NOTES:
os.s / °.
CP 2ND FLOOR DECK �� 1\ •° °d °� X5.6 1.0'
2ND FLOOR \ °a ° 1) DATE OF SURVEY: 6/21/96
LOT 3 OVERHANG ° / DATE OF ADDITIONAL UPDATED TOPOGRAPHIC SURVEY AS SHOWN: 11/5/13
d
0.39 ACRES RET. WALL UNIT A 8305.9.\\\\°°d s / / 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED
\ (ABOVE) GARAGEA \\ 4 a +�5.a d PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES,
\ \ 00# \ ° ^2� RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER
\ \ \� a FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
\ EXISTING DUPLEX 8334.6 RIDGE \ // "s'3
,g °�d rY * THE STRUCTURE SHOWN HAS BEEN SUBDIVIDED INTO UNIT A AND UNIT B.
742 SANDY LANE os0 ° / /11*&..,,.\
1.0' NO DOCUMENTATION OR RECORDING INFORMATION WAS SUPPLIED AS TO CORRECTLY
114 \V ,d14.111 8310.2 RIDGE (SLOPING ROOF) n DEPICT THIS DIVISION.
ts3 ` \ N-19 R \\� ROOF 22� „ • 0 ° 114.6 THE LEGAL DESCRIPTION LISTED MOST LIKELY IS NOT CURRENT.
200 \\ OVERHANG i 05.7 /
2.0 \ \ i' 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
\ i CALK �/ os� /CL DITCH % ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
® g \. 1ST FLOOR �‘ WALK, / / AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY
290 \ OVERHANG �� A ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
\ THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
\\\ ' 6 04' +'oss HEREON.
3RD FLOOR DECK \‘ 1a2 N/.'/.6 4) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE
\ \\ * PORTION OF SURVEY ADDED AND UPDATED AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD
UNIT B \ 11/5/2013 BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND
(BELOW) \\ / PER CLIENT REQUEST SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS.
\\ _ 5) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF
0.6 EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE
ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED.
VI 8285 �\' OVERHANG \ROOF // / 6) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND AT THE WEST CORNER
Qo \ \
\ OF LOTS 3/4 AND THE SOUTH CORNER OF LOTS 2/3.
U N P LATTE D 7 J \ 206 ° 0.3 7) BASIS OF ELEVATION: SEWER MH 106 INVERT EL=8251.1'
i \\ / 8) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN
i
\ 0.3 LOT 2 OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, THE TOWN OF VAIL
\ BAY --- \\ SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION.
WINDOW cp \ 8300 9) BUILDING SHOWN WAS LOCATED AND MEASURED TO TRIM AND VARIOUS EXTERIOR
j MATERIALS. STRUCTURE AND DIMENSIONS SHOWN SHOULD NOT BE RELIED UPON
J / FOR ADDITION DESIGN.
79 \ \ \-1
/ 10) 1' CONTOUR INTERVALS.
\ / \\ UTILITY AND DRAINAGE EASEMENT 11) 0.3' OF SNOW ON LOT AT TIME OF SURVEY; SOME FEATURES MAY EXIST
\ \\ 1ST FLOOR DECK \\ BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING.
\ \
\ / 0.2
\ a /
ve....... k... \ \.
\\ /
1.0 \ / l G X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER
# 4\
\ ��• \ r
_�
8 _2j5 vv \�
/
2�0 \ \, _ / /
/\
11
----
UTILITY EASEMENT \ 4/ X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER
d2j0 890 5 0
A
o0
e IIIIIIIIIIIIIIIII%miomooiolr O
\ SURVEYOR'S CERTIFICATE
I, Michael J. Post, a Professional Land Surveyor registered under the laws of
the State of Colorado, do hereby certify that this topographic survey was
made by me and under my supervision, and that the survey is accurate and
correct to the best of my knowledge.
--7.7., '4..
II III li III 1104444040440
` ,_
4)‘_............
Michael J. Post
Colorado P.L, j. X0116%
pe
i 80116
32.53 I!,) Dater_ II1/_ __ f
iir
S 88 23 32" E _ *PO'cqL LAMA
\,,,,,,,,\,,
FND. PIN Sc CAP
L.S. #15296
( BASIS OF BEARINGS )
I
1
TRACT C
TOPOGRAPHIC SURVEY
UNIT A & UNIT B
LOT 3
E.r_.. ========-___._.= __= __= VAIL / POTATO PATCH SECOND FILING
P.O. BOX 30 6 & 24, EAGLE-VAIL 29T-2013.DWG DATE: 11/7/2013 TOWN OF VAIL, EAGLE COUNTY, COLORADO
EDWARDS, CO. 81632
(970)949-1406
DRN. BY: M. POST PAGE: 1 OF 1 JOB No.