HomeMy WebLinkAboutpitkin.bldg.273523100004 (2013)(2)ru.—At— I . - - . - r I (
lit
N& 0 w, Z'
co - <5y:)
1-0 cl� (j LXLJ
Olt 0
ALt,
L) ox 0) wo ��Nlw
SP"EXISTING'
1p - . l�
JL
HOUSE Is ZUNZ OY-2
1- 1. SPOT ELEVATIONS NOTE GET REAL WORLD ELEVATIONS. L UR
W+.
r'o T 6 0) wo
2. BEGINNING OF PROPOSED ROAD AND TIE INTO EXISTING DRIVEWAY AT 0
Dw 0 r, IZ 'D
44 lt Pw 0 0 U-)ujwo
SAME ELEVATION. Z)F-
Ila
_jw I
lt z co ? :)M!F
3. BEGINNING OF EXISTING DRIVEWAY 77 VERTICAL FEET HIGHER THAN
mo
Li w
iL <u co (�LLQx
;AT u
r , I •t, - PROPOSED ROADWAY TIE IN. (r -J(n><O
4! , I Jr-• 4. PROPOSED ROADWAY VARIES FROM 13' WIDE TO FULL 16' IN WIDTH. WZ
.1 1 - 0
NARROW SECTION REDUCED TO 150 LF IN LENGTH.
Sw v
5. GUARDRAILS TO BE INSTALLED ALONG PROPOSED ROAD WHERE
DROP—OFFS ARE PRESENT.
AP"
17,
?7
41l,
vo lb�o
t F-3
J
PROPOSE va6
A, It z
Eli 0
DRIVEWAY
as; , C - 7
r-
T �v >
7,ti w
-a--
CONNECTION.
4;
AL
kA k AP*
7
ff
l W
I 't I- .- .
jt7
Is -Aim
WWI,
7 Y
3.
fir
4 FL
O
�100�t �i� <
T I
EXISTI
i, 4 f, 0
"46 d 4'1 U Y
0
DRIVEWA z
-!Joe%
66 TIE—IN.
rA4
JPP--
A lk
ow• -
Ir .; - I., _'ll � 10--_ z
;J;jv� 6 ; j; J. _,, -v. . I �: C) 11 o-
lr-- do m
it
a4&
Witt*,
Z.
All. u w
4f
ir 0 1�' 44r
},e
,y8•,
OF I . I ,,
4-
7h w
II
yv ITT
f
4� %� z
V -
1A -
sl s,
Lo
Lo
L
-0 6
06LrI
416
"Al 01
W 0
TI
Z; v! u !!J u
two.
LLI
:) u)
7_ _r
W;
4 J.
)r
f,� , I - -4; 1 , 1; T w W
4"olk I "
fi, J�
I l — -6 - 4
Lp rN U
k�b. W to
00
IL a
Ola
Al
rx-1-
Af
19; � A
all 4 4r
1 41 . ". 1, - , *
lc,a L - m - , — -
w
0*1
n-1
15 o
N"'
`4
14,
IF "1z
A.
AL A.
rc
'got
i♦4
J,
a
PROPOSE
7-
4'
'lL If
Is
DRIVEWAY
T I E IN
k
Its
L
46 0, Q
r.'or
Ilk
lg I mr
4m, 1O
A,
Y", qs
0
71,
Vi
--#F� �c
# 't liar tilt ;4- C) z
afq lt . t",
-ve
14
Ilk 0
sk
Z LL
W
u
is
0 z
IJ
1 0.1
W
k
It
O
Aj
0-
i L L 4W
a
tpf
I -IF
PROJECT NO.
of 2131060.00
M F
tr
lit
r
EXHIBI
c voit.Pa+ 16_V771 ZM ME
EX - T
j 2 3
EXISTING
lr. INLET AND
`9`flxr CULVERT
k �
•
1-00 V7
o
EXISTING
EDGE OF
DRIVEWAY EXISTING
INLET AND
CULVERT
==ae —
IN
PROPOSED
GUARDRAIL
GRAPHIC SCALE
_ _ \
( IN FEET )
1 inch = 20 ft.
NOTES:
1. AREAS OF DISTURBANCE:
30% TO 45% SLOPES: 368 LF
OVER 45% SLOPES: 215 LF
2. SURVEY INFORMATION PROVIDED BY SGM, INC.
3. WIDTH OF PROPOSED DRIVEWAY VARIES FROM 13.0' TO OVER 16.0'
4. UNDERGROUND UTILITIES HAVE NOT BEEN LOCATED.
EXISTING DRIVEWAY
PROPOSED
EDGE OF \ 0
DRIVEWAY
DRIVEWAY
HORZ. SCALE: 1" = 20'
H16H POINT ELEV = 8JJJ.01 HIGH POINT ELEV = 8341.39
HIGH POINT ELEV = 8333.06 H16H POINT STA = 2+09.92 HIGH POINT STA = 3+58.80
HIGH POINT STA = 1+54.91 PW STA = 2+0550 PVI STA = 3+6233
PW STA = 1+56.46 PN ELEV = 8JJJ.03 PW ELEV = 8343.20
PW ELEV = 8333.31 A.D. _ -6.43
K = 1.56 A.D. _ -15.28
PLAN
157 TO 307 SLOPES
307 TO 457o SL OPES
457 AND UP SLOPES
PROPOSED
EDGE OF
DRIVEWAY
7
EXISTING
CULVERT TO BE
PROPOSED LENGTHENED
INLET AND 2.0 LF
CULVERT
VARIES 13' TO 16'
911, _ 6.5' TO 8' _ - 6.5' TO 8'
T
-.02%
PROPOSED FINISH
SURFACE GRAVEL.
TYPICAL DRIVEWAY SECTION
-NOT TO SCALE -
a
GRAVEL, -ASPHALT SURFACE
PLAN FOR FUTURE FINISH.
TYPICAL CABIN DRIVEWAY SECTION
-NOT TO SCALE -
to :
w 0
L -w
z 0
Z Z
jOU'J
Ufa 0) O
z�aaw
10–
00 cV
N 2m
a(j=w
zU N z
❑01— �;
�Lo 0
(OZ)TO
:jm O °
wzO0zz
(0
00
ujwujo
Jww
mOj
20
W
W U
Z Z
00 r W p
<< OD Z
ti0 N
p0(vw Q
ZZ O
PROPOSED � N )
U) �O�o
INLET AND _jx O oZ
CULVERT EXISTING �9. 7w O O N
EDGE OF o Z ()D
DRIVEWAY `9
JW - m m
QU m cV
0
EXISTING s -
-- - __ __ EXISTING U
-
EDGE OF - �� EDGE OF
__� _. _ .'
DRIVEWAY J2.P00 - DRIVEWAY •
1+00 -4 ml
N --
t--�-1 9-k00 ti�
O�
7-1-00
�T
PROPOSED
_._�.. )
1 0 E
GOF
DRIVEWAY
\J U 1
N
_ O
PROPOSED
EDGE OF
DRIVEWAY
PROPOSED u
EDGE OF
DRIVEWAY
r �j MAIN DRIVEWAY PLAN00,
iR HORZ. SCALE: 1" = 20'--
9Z'OS+Z
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
�--�
72.87
PVI ELEV
PV/ STA = 7+04.92
PVI ELEV = 8336.58
•
3531
K =
A.D. = -3.57
7
mo,
K = 7.00
Z
,. N
z
25' VC
T�T �
V V
W
PVI STA = 9+11.10
i
0i
h a
NZ
M N
PVI REV = 8336.56
U)
4i
Z
}wt0
Z
A.D. _ -3.48
wN`°
U
_
N
Ti--EA-I
�/)
lov
IL
25' VC
O
=
�W01
U
HOZ
25' VC
0_
Qy
2
u
Z?
�n
V
2
O
m
�
4i
z
..
}
OG
7+00
so
NOTES:
1. AREAS OF DISTURBANCE:
30% TO 45% SLOPES: 368 LF
OVER 45% SLOPES: 215 LF
2. SURVEY INFORMATION PROVIDED BY SGM, INC.
3. WIDTH OF PROPOSED DRIVEWAY VARIES FROM 13.0' TO OVER 16.0'
4. UNDERGROUND UTILITIES HAVE NOT BEEN LOCATED.
EXISTING DRIVEWAY
PV7 STA - 7+58.33
PN ELEV = 8336.79
AD. 4.14
K - 3.62
15' VC rt
PV/ STA
= 7+74.68
PVI ELEV
= 8337.54
A.D. =
-4.50
K =
334
V
mo,
h
Z
,. N
z
m�
V V
HIGH POINT ELEV = 8337.58
p
Z
HIGH POINT STA = 8+62.42
V
�
PVI STA = 8+74.51
Z
,. N
z
PV/ ELEV = 8337.58
W
PVI STA = 9+11.10
i
Wm
Z
AD. = -2.84
U
PVI REV = 8336.56
U)
K = 8.81
Z
}wt0
Z
A.D. _ -3.48
wN`°
U
_
N
K = 7.19
lov
IL
25' VC
0
mZ° 01
=
�W01
U
HOZ
25' VC
0_
Qy
2
a
Z?
�n
V
2
O
m
�
4i
z
..
}
OG
giR
a
m
m
p
8+00 9+00
157o TO 307 SLOPES
J07o TO 457o SLOPES
457 AND UP SLOPES
PV/ STA = 9+68.95
PW ELEV = 8332.94
A.D. _ -3.19
K = 15.67
- 50' VC -
VARIES 13' TO 16'
6.5' TO 8' 6.5' TO 8'
PROPOSED FINISH
SURFACE GRAVEL.
TYPICAL DRIVEWAY SECTION
-NOT TO SCALE
a
GRAVEL, ASPHALT SURFACE-/
PLAN FOR FUTURE FINISH.
TYPICAL CABIN DRIVEWAY SECTION
-NOT TO SCALE -
IOW PO/NT ELEV =8328.54 HIGH POINT ;ECFV = 8329.45
HIGH POINT ELEV = 8328.51,E/ HIGH PO/NT :STA = 12+00.11
HIGH POINT STA = 11+41.680W POINT STA = 11+51.94
LOW PO/NT ECFV =8326.46 PW STA' 12+0243
PV/ STA = 11+30.19 PVI STA = 11+6233
COW Po/NT STA = J0+49.10 PV/ ELEV = 8329.77
PV/ ELEV = 8328.66 ELEV -8328.47
PVI STA = 70+38.25 PW STA = f0+86.26 AD. = 383 A.D. _ 68
PM-ELEV-=-832638 - --- -PVI ELEV = 8326.70 - AD, -504 K__- 7� -__ K'= 4.68
AD. = 10.12 A.D. = 3.78 K = 5.96
h K = 2.47 K = 9.26 30' VC 30' VC 35' VC
25' VC 35' VC o
a m a 'ZEli LIU
N N ^ ^ ^ m 'SIO
O+ m O b Nm ^ m h LjL Li U U> > U lu
o m y m
I U m
10+00
IVEWAY PROFILE
VERT. SCALE 1" = 5'
11+00
12+00
PV1 STA = 12+51
PV7 ELEV = 8327
A.D. = 312
K = 11.23
.T5' VC -
u,
J z
rim � N to
Z w 0)
2 q J
❑ U ❑ 4
U
p
PROPOSED FINISH
SURFACE GRAVEL.
TYPICAL DRIVEWAY SECTION
-NOT TO SCALE
a
GRAVEL, ASPHALT SURFACE-/
PLAN FOR FUTURE FINISH.
TYPICAL CABIN DRIVEWAY SECTION
-NOT TO SCALE -
IOW PO/NT ELEV =8328.54 HIGH POINT ;ECFV = 8329.45
HIGH POINT ELEV = 8328.51,E/ HIGH PO/NT :STA = 12+00.11
HIGH POINT STA = 11+41.680W POINT STA = 11+51.94
LOW PO/NT ECFV =8326.46 PW STA' 12+0243
PV/ STA = 11+30.19 PVI STA = 11+6233
COW Po/NT STA = J0+49.10 PV/ ELEV = 8329.77
PV/ ELEV = 8328.66 ELEV -8328.47
PVI STA = 70+38.25 PW STA = f0+86.26 AD. = 383 A.D. _ 68
PM-ELEV-=-832638 - --- -PVI ELEV = 8326.70 - AD, -504 K__- 7� -__ K'= 4.68
AD. = 10.12 A.D. = 3.78 K = 5.96
h K = 2.47 K = 9.26 30' VC 30' VC 35' VC
25' VC 35' VC o
a m a 'ZEli LIU
N N ^ ^ ^ m 'SIO
O+ m O b Nm ^ m h LjL Li U U> > U lu
o m y m
I U m
10+00
IVEWAY PROFILE
VERT. SCALE 1" = 5'
11+00
12+00
PV1 STA = 12+51
PV7 ELEV = 8327
A.D. = 312
K = 11.23
.T5' VC -
u,
J z
rim � N to
Z w 0)
2 q J
❑ U ❑ 4
U
p
Z
V
�
Z
,. N
z
W
OD
o
i
Wm
Z
f-oNO
mus
U
V
U)
W
Z
}wt0
Z
wN`°
U
_
N
lov
IL
Z
0
mZ° 01
=
�W01
U
HOZ
�
0_
Qy
2
a
Z?
�n
V
2
O
PROJECT NO.
2131060.00
C1.2
015525
p
p
w
z
I-
ZZ
0
W
U
N
IL
z
=
J
�
C9
Qy
O
Z?
O
pW
z
..
}
OG
giR
a
a.
Lo
p
PROJECT NO.
2131060.00
C1.2
015525
ai
u
--• EXIST
_ EDGE
DRIVE
PROPOSED
INLET AND
CULVERT
MAIN DRIVEWAY AND CABIN
27 \ly IN V I tJ:
1. AREAS OF DISTURBANCE:
30% TO 45% SLOPES: 368 LF
OVER 45% SLOPES: 215 LF
2. SURVEY INFORMATION PROVIDED BY SCM, INC.
GRAPHIC SCALE 3. WIDTH OF PROPOSED DRIVEWAY VARIES FROM 13.0' TO OVER 16.0'.
,p b so 4. UNDERGROUND UTILITIES HAVE NOT BEEN LOCATED.
( IN FEET )
1 inch = 20 ft. EXISTING DRIVEWAY
= 8329.45 LOW POINT £LEV = 8326.51
= 12+00.11 LOW POINT STA = 13+56.91
'+0243 PVI STA = 13+84.80
1329.77 PVI STA = 12+51.38 PVI ELEV = 8326.20
?48 PVI ELEV = 8327.69 A.D. = 8.74
18- - _.------- -. _- --AD...= J..-1 - -K --8.58-
K = 11.23
AIN DRIVEWAY PROFILE
HORZ. SCALE: 1" = 20'
VERT. SCALE 1" = 5'
HORZ. SCALE: 1" = 20'
PVI STA = 14+7J.42
PVI ELEV = 833295
AD. = -7.05
K = 1.42
157 TO 307 SL OPES
307 TO 457 SLOPES
457 AND UP SLOPES
VARIES 13' TO 16'
6.5' TO 8' 6.5' TO 8'
X27-
SURFACE GRAVEL.
TYPICAL DRIVEWAY SECTION
-NOT TO SCALE -
PVI STA = 1+24.53
PVI £LEV = 8325.93
A.D. _ -5.00
K = 500
PW STA = 2+21.25
PW EZEV = 8316.26
AD. = 4.84
K = 5.16
- - 25' W ----
� A DIKE FIDI\/CIA/A V MD()C11 C
IIVI\L. JV/'ILL I - LV
VERT. SCALE 1" = 5'
GRAVEL, ASPHALT SURFACE
PLAN FOR FUTURE FINISH.
TYPICAL CABIN DRIVEWAY SECTION
-NOT TO SCALE -
AWN ORNE 77£ IN
w
W U
z Z>
00 O0Q
u�0)0 z
iZO r E. N
00(V2 a
zu N Z °
roto N
im Oz
DE � -N
�w�� m
4U m N
U w J
0
U
�-
r
a
Jo N (t)
m w �
U
Z
rl
n�
V
U)
Z
N
W
O In
°-m
z
'
O
OZZ
W
F- 0
U)wrn
O
v
_Z
zULL
Z
Z
wztD
W
W�
P,U
��
=
awU)op
00ml
m
00
_�
Z
W
Z0
O
w
U
O
ZW
2
a
�n
V
rPnll
J.
.rX
PROJECT NO.
2131060.00
G1.3
000026
o
0
z
U)
OZZ
W
o
��
_
�
_�
W
O
ZW
0
O
.rX
a
�o
PROJECT NO.
2131060.00
G1.3
000026
<s
.^y
co
CASTLE CREEK BANKS PARTNERSHIP
LOT SPLIT PUD LOT 1
2735-231-00-004
------
OWNER(S)
OWNER(S) WARNING & WAIVER DISCLAIMER
APPLICANT ACKNOWLEDGES THAT HE/SHE HAS BEEN
INFORMED BY PITKIN COUNTY OF THE EXISTENCE OF
ENVIRONMENTAL HAZARD AREAS THAT MIGHT AFFECT THE
PROPERTY, ANY IMPROVEMENTS, AND OCCUPANCY
THEREOF, THE PROVISIONS OF THE PITKIN COUNTY
REGULATIONS DO NOT IN ANY WAY ASSURE OR IMPLY THAT
AREAS OUTSIDE OF DESIGNATED HAZARD AREAS WILL BE
FREE FROM HAZARDS, OR THAT APPROVED MITIGATION
MEASURES WILL GUARANTEE THE SAFETY OF THE
PROPERTY. /
DANI BENDER, AUTHORIZED REPRESENTATIVE
UPP HT MINE LLC & LOWER MIDNIGHT MINE LLC
i
i
RICHARD T. ERA
CASTLE CREEK BANKS PARTNERSHIP LOT SPLIT PUD LOT 1
CLERK & RECORDER ACCEPTANCE
THIS SITE PLAN AND ACTIVITY ENVELOPE PLAN HAS BEEN
ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK ANDI
RECORDER OF PITKIN COUNTY, COLORADO, ON THIST--DAY
OF � 2014, IN PLAT BOOK J �R A E AS `
RECEPTION NO. hjJYQf}
COMMUNITY DEVELOPMENT DIRECTOR
THIS ACTIVITY ENVELOPE AND SITE PLAN HAS BEEN REVIEWED
AND APPROVED BY THE COMMUNITY DEVELOPMENT
DIRECTOR, ON THIS i5 DAY OF 014, SUBJECT
TO ADMINISTRATIVE DECISION NO jD -341$$ ECORDED AS
RECEPTION NO. 611,81)
UPPER MIDNIGHT LLC
LOWER MIDNIGHT LL
2735-261-00-003
LEGEND
EXISTING PROPERTY LINE
_________________ ___----_ BUILDING ENVELOPE
-------------------- ACTIVITY ENVELOPE
MMMUNITY DEVELOPMENT DIRECTOR 4�13
C•md.�%Ee�.wbe....
LEGAL DESCRIPTION
UPPER MIDNIGHT LLC AND LOWER MIDNIGHT LLC SUBDIVISION
EXEMPTION/ LOT LINE ADJUSTMENT PLA07 RECORDED AT PLAT
BOOK LOO PAGE 10 -IS , RECEPTION # !P/. qq—
CASTLE CREEK BANKS PARTNERSHIP LOT SPLIT PUD/
SUBDIVISION FINAL PLAT LOT1 AT PLAT BOOK 34 , PAGE 77
Coo
b tij RECEPTION#: 613498, 09/15/2014 at
09:17:00 AM, 1 OF 3, R $31.00 Janice K.
a : SEAL * Vos Caudill, Pitkin County, CO
* : ! PLAT BK 108 PG 14
^r'1 n2pC`tl
!00
Is lot v If
ACTIVITY ENVELOPE & SITE PLAN
2735-234-03-001
ADDITIONAL NOTE:
THE PURPOSE OF HIS ACTIVITY ENVELOPE AND SITE PLAN IS TO
CREATE INNWNEW ACTIVITY ENVELOPES FOR PLANTING LOCATED
ALONG CASTLE CREEK ROAD AND TO CREATE ONE ACTIVITY
ENVELOPE TO ENCOMPASS THE EXISTING JEEP ROAD WHICH WILL BE
UPGRADED. PREVIOUSLY APPROVED ENVELOPES ON EACH PARCEL
ARE NOT BEING CHANGED PURSUANT TO THIS ACTIVITY ENVELOPE
AND SITE PLAN.
---
\ i
ti
- _�'�\�\`\ `�\_. ...`\`'� �� \ '�.-. % ". \, = �`.\ \\. '•, .."\ � `\� ,tip`. ` \ �� r' �
�.
r
r =.-
_ i , -�
VICINITY MAP 1:300
~�
�^ _
J
�.
r
r =.-
_ i , -�
VICINITY MAP 1:300
`IV
DES16N
LANDSCAPE ARCHITECTURE
LAND PLANNING
URBAN DESIGN
311 Main Street, Suite 102
Carbondale CO. 81623 1 970.963.6520
mss:} .< rle a„jai, p, rt�'oa pYArt=
4-j
J
OL
4--J
.4 .. J
O
6 J
0
�m J
-U-J C7
4--J
+J
/W L
U � o
(3) J
(fQ
U D Q
PROJECT NO:
ISSUE:
Gblr�
DWG FILE:
2014.08.06 LU Recordation sheet base.dwg
®0' 20 400'
Scale: 1” = 200''
SHEET TITLE:
PARCEL LIST &
SITE PLAN
SHEET NUMBER:
1 OF 3
J
`IV
DES16N
LANDSCAPE ARCHITECTURE
LAND PLANNING
URBAN DESIGN
311 Main Street, Suite 102
Carbondale CO. 81623 1 970.963.6520
mss:} .< rle a„jai, p, rt�'oa pYArt=
4-j
J
OL
4--J
.4 .. J
O
6 J
0
�m J
-U-J C7
4--J
+J
/W L
U � o
(3) J
(fQ
U D Q
PROJECT NO:
ISSUE:
Gblr�
DWG FILE:
2014.08.06 LU Recordation sheet base.dwg
®0' 20 400'
Scale: 1” = 200''
SHEET TITLE:
PARCEL LIST &
SITE PLAN
SHEET NUMBER:
1 OF 3
CASTLE CREEK BANKS PARTNERSHIP
r'lY i
LOT SPLIT PUD LOT 1
2735-231-00-004
f >/
OWNER(S) WARNING & WAIVER DISCLAIMER
APPLICANT ACKNOWLEDGES THAT HE/SHE HAS BEEN
INFORMED BY PITKIN COUNTY OF THE EXISTENCE OF
ENVIRONMENTAL HAZARD AREAS THAT MIGHT AFFECT THE
PROPERTY, ANY IMPROVEMENTS, AND OCCUPANCY
THEREOF, THE PROVISIONS OF THE PITKIN COUNTY
REGULATIONS DO NOT IN ANY WAY ASSURE OR IMPLY THAT
AREAS OUTSIDE OF DESIGNATED HAZARD AREAS WILL BE
FREE FROM HAZARDS, OR THAT APPROVED MITIGATION
MEASURES WILL GUARANTEE THE SAFETY OF THE
DANIEt, BENDER, AUTHORIZED REPRESENTATIVE
UPP 7T MINE LLC & LOWER MIDNIGHT MINE LLC
)
RICHARD T.` aUTERA
CASTLE CREEK BANKS PARTNERSHIP LOT SPLIT PUD LOT 1
CLERK & RECORDER ACCEPTANCE
THIS SITE PLAN AND ACTIVITY ENVELOPE PLAN HAS BEEN
ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND
RECORDER OF PITKIN COUNTY, COLORADO, ON THIS
OF g�e , 2014, IN PLAT BOOK 1l R Ajj'AgE A
RECEPTION NO.121,9ygA
COMMUNITY DEVELOPMENT DIRECTOR
THIS ACTIVITY ENVELOPE AND SITE PLAN HAS BEEN REVIEWED
AND APPROVED BY THE COMMUNITY DEVELOPMENT
DIRECTOR, ON THIS j6 DAY OF! 014, SUBJECT
TO ADMINISTRATIVE DECISION NO. •3O&ECORDED AS
RECEPTION NO. Ll"11
LEGAL DESCRIPTION
UPPER MIDNIGHT LLC AND LOWER MIDNIGHT LLC SUBDIVISION
EXEMPTION/ LOT LINE ADJUSTMENT PLA)(T RECORDED AT PLAT
BOOK10_y , PAGE Ira -M , RECEPTION # �pg qq-?
CASTLE CREEK BANKS PARTNERSHIP LOT SPLIT PUD/
SUBDIVISION FINAL PLAT LOT1 AT PLAT BOOK 34 , PAGE 77
UPPER MIDNIGHT LLC
LOWER MIDNIGHT LL
2735-261-00-003
EXISTING PROPERTY LINE
-_wv__ ----- - -' "Y' BUILDING ENVELOPE
-------------------- ACTIVITY ENVELOPE
RECEPTION#: 613498, 09/15/2014 at
09:17:00 AM, 1 OF 3, R $31.00 Janice K.
Vos Caudill, Pitkin County, CO
PLAT BK 108 PG 14
0
� ►a8
ACTIVITY ENVELOPE &SITE PLAN
VICINITY MAP 1:300
2735-234-03-001
ADDITIONAL NOTE: S(jC
THE PURPOSE OF HIS ACTIVITY ENVELOPE AND SITE PLAN IS TO
CREATE AWOWNEW ACTIVITY ENVELOPES FOR PLANTING LOCATED
ALONG CASTLE CREEK ROAD AND TO CREATE ONE ACTIVITY
ENVELOPE TO ENCOMPASS THE EXISTING JEEP ROAD WHICH WILL BE
UPGRADED. PREVIOUSLY APPROVED ENVELOPES ON EACH PARCEL
ARE NOT BEING CHANGED PURSUANT TO THIS ACTIVITY ENVELOPE
AND SITE PLAN.
_ l
DESIGN
LANDSCAPE ARCHITECTURE
LAND PLANNING
URBAN DESIGN
311 Main Street, Suite 102
Carbondale CO. 81623 1 970.963.6520
, 1„
y "
O.
J
n
"-.i
w I
4-J
O
J
� U
� J (3)
CIO
Q
-�--�
V)
> aA
W
W —0
U � o
VY.
Co '..�
U D Q
PROJECT NO:
ISSUE:
&r
DWG FILE:
2014. 08.06 LU Recordation sheet base.dwg
E0' 200' 400'
Scale: I"= 200'
SHEET TITLE:
PARCEL LIST &
SITE PLAN
SHEET NUMBER:
1 OF3
CASTLE CREEK BANKS PARTNERSHIP
LOT SPLIT PUD LOT 1
2735-231-00-004
UPPER MIDNIGHT LLC &
LOWER MIDNIGHT LLC
2735-261-00-003
r
ACTIVITY ENVELOPE 8 SITE PLAN
2735-234-03-001
ADDITIONAL NOTE:%51y-
THE PURPOSE OF HIS ACTIVITY ENVELOPE AND SITE PLAN IS TO
CREATE IIIIIIIIIIIIIIIIIIIIIIIIIIIAEW ACTIVITY ENVELOPES FOR PLANTING LOCATED
ALONG CASTLE CREEK ROAD AND TO CREATE ONE ACTIVITY
ENVELOPE TO ENCOMPASS THE EXISTING JEEP ROAD WHICH WILL BE
UPGRADED. PREVIOUSLY APPROVED ENVELOPES ON EACH PARCEL
ARE NOT BEING CHANGED PURSUANT TO THIS ACTIVITY ENVELOPE
AND SITE PLAN.
LEGEND PLANT LIST
ACTIVITY ENVELOPE PLAN AT CASTLE CREEK ROAD
NOTES:
EXISTING PROPERTY LINE
BUILDING ENVELOPE
ACTIVITY ENVELOPE
DECIDUOUS TREES
IKEYIQUANI
MIN. SIZE Botanic Name
Cvmmon Name
PT
100 2" Cal. Populus tremuloi s
Quaking Aspen
f
EVERGREEN TREES
IFEY QUAN 7Mft SIZE Botanic Name Common Name
PP 32 6' B&B' Picea pungens I Colorado Blue Snrure.
*6' SPRUCE TREES ASSUMED TO BE AVERAGE OF 2.5" CALIPER EACH
1. DISTURBANCE. FOR PLANTING MITIGATION TO BE RE—VEGETATED WITH
PITKIN COUNTY "NON—IRRIGATED SEED MIX".
2. TREE LOCATIONS AS SHOWN ARE APPROXIMATE; TREES TO BE FIELD
LOCATED, INCLUDING ADJUSTING DISTRIBUTION BETWEEN ACTIVITY
ENVELOPES, TO PROVIDE MAXIMUM SCREENING AND APPROPRIATE
INTEGRATION INTO SURROUNDING LANDSCAPE
3. MAXIMUM TOTAL CALIPER INCHES PROPOSED: 278
4. ALL PROPOSED PLANTING TO BE LOCATED OUTSIDE OF THE UTILITY
EASEMENT PER PLAT BOOK 34, PAGE 77&78
5. TREE LOCATIONS ARE DIAGRAMATIC.TREES ARE TO BE FIELD LOCATED TO
ACHIEVE MAXIMUM SCREENING FROM CASTLE CREEK ROAD.
LANDSCAPE ARCHITECTURE
LAND PLANNING
URBAN DESIGN
311 Main Street, Suite 102
Carbondale CO. 81623 1 970.963.6520
0
n
Q
O
J
Q
U
�
U
N
+_j
V)-��
M
-
25
o
U
z.
O
Qo
J
CJ
Q
-0
[L
z
m
r—
�
U
::D
Q
v7
PROJECT NO:
11X11119
DWG FILE:
2014.08.06 LU Recordation sheet basedwg
®
0 ' 120'
Scale: 1" = 60'
SHEET TITLE;
TREE MITIGATION
PLANTING
ENVELOPES
SHEET NUMBER:
20F3
00002,3
y
qj
V3
co
r
c
0
'Q
.o
ca
06
U-
E
tz
0
v
CASTLE CREEK BANKS PARTNERSHIP
��
LOT SPLIT PUD LOT 1
2735-231-00-004
L
L
SUBJECT PROPERTY
565 MIDNIGHT MINE ROAD
PARCEL 273523100004
LEGEND
EXISTING PROPERTY LINE
BUILDING ENVELOPE
-------------------- ACTIVITY ENVELOPE
give N Ito "
UPPER MIDNIGHT LLC & ACTIVITY ENVELOPE &SITE PLAN
LOWER MIDNIGHT LLC 2735-234-03-001
2735-261-00-003
®lkF
A%
2450 MIDNIGHT MINE ROAD
PARCEL 273526101001
ADDITIONAL NOTE $��
THE PURPOSE O HIS ACTIVITY ENVELOPE AND SITE PLAN IS TO
CREATE 411111M NEW ACTIVITY ENVELOPES FOR PLANTING LOCATED
ALONG CASTLE CREEK ROAD AND TO CREATE ONE ACTIVITY
ENVELOPE TO ENCOMPASS THE EXISTING JEEP ROAD WHICH WILL BE
UPGRADED. PREVIOUSLY APPROVED ENVELOPES ON EACH PARCEL
ARE NOT BEING CHANGED PURSUANT TO THIS ACTIVITY ENVELOPE
AND SITE PLAN.
SEE CIVIL DRAININ S -
FOR EXISTING TREES TO BE
REMOVED INSIDE OF LIMITS
1 \
a� -.4*�
JEEP ROAD AND FORME R
DRIVEWAY TO CABIN
�� ` \\\.. J',. ,,'.. �••� TO BE RECLAIMED
r �
• '1
ACTIVITY ENVELOPE PLAN AT CASTLE CREEK ROAD
Ll
LANDSCAPE ARCHITECTURE
LAND PLANNING
URBAN DESIGN
311 Main Street, Suite 102
Carbondale CO. 81623 1 970.963.6520
t�� cse<<,ws;;�;rtt q{q� j>ra?rc�rt,y
r'rtf#'�,a$ tie:�•yr #yy��viri�. TtxW tu?:xzffi u'ev`
esign
0raf&rj on this?
Awn,;
� Viii'"! , Gr% SY trY"ri`�10
f�Y•FcAt :m� �7?i� !.�!m'# ;:'fit
witi :
0
D
IL
Q.
O
J
Q.
U
J
i J
J •—
CL
bl�
00
^� • 2
W
U o
Co
U 7-D Q
PROJECT NO:
ISSUE:
Jm
DWG FILE:
2014.08.06 LU Recordation sheet ba�e.ddwwg A.
E)01
' 50,
Scale: I"= 50'
SHEET Tff LE:
JEEP ROAD
IMPROVEMENTS
PLAN
SHEET NUMBER:
30F3
0001023'
rs
LEGC'MD AND NOTES FOR UPPER M/DN/GY r LLC (565 M/DNGYHT MINE ROAD):
- 1$� 1NOICAIES FOUND MINING CLAIM MONUMENT AS DESCRIBED
0 /NOlCA7ES FOUND MONLMH£NT AS D£SQ41BE0
® INDICATES FOUND N0.5 REBAR & CAP MARKED LS 33636
BEARINGS ARE BASED UPON 51371000111' BETWEEN A FWND NO5 REBAR AND ALUMINUM BLM CAP MARKED 5-6 MS 5480 AND A FOUND
SANDSTONE OU70ROPPINO W7H CHISELED 'X' AT CORNER Na 6 MS 5480 AS WOWN HEREON.
- Pl71ON COUNTY ZDNNG AR -l0.
- 7H/S PROPERTY NOH INE EXCEPTION OF AREAS ALONG CASTLE CREEK IS LOCATED /N ZONE X (AREAS DE7ERMINEa TO BE W75/DE 500 YEAR
FLOOD PLAIN) AREAS ALONG CAS71£ OREEK ARE LOCATED /N ZONE A (BASE FLOOD arm man ND£
OT Tmsip) PER FEMA RAW "0517=25cDA IED MINE 04, 1987.
- THIS SURVEY DOES NOT R£PR&SENT A PILE SEARCH BY 7HIS S41RWYOR To DETERMINE OWVERSY49 O4 717 D/SCOVETt EASEMSY S OR OTHER
E7Va#AWANCrS OF RECORD. ALL INFUAWA77GN PERTAINING TO OtNVER_WP, £A&ROVIS OR OTHER ENWQ29RANC1FT OF RECORD HAS BEEN TAKEN
FROM A 7171£ COMM/1MEHT issWD BY S7EWART 7717E GUARANTY C'OI/PANY, DATED E77EC77VE APRIL 17 2013, AS RLE NO. O1J30-23101-AMENDS
Na C7. FOP IH£ LIST OF Excrp 70NS SEE SHEET A
LEGEND AND NOTES FOR LOWER MIDNIGHT LLC (201 MIL7NGYHT MIN£ ROAD-JWAW RANCH PARCELS A, B AND C)-
- I$I, /ND/CAas FOUND MIN/NG CLAIM MONUMENT AS DESCRIBED
- 0 IND/04TES FOUND MONUMENT AS D£SQ%BEO
- 0 UVDICAW FOUND N0.5 REBAR & CAP MARKED LS 33638
- BEARINGS ARE BASED UPON SIJ21000W BETWEEN A FOUND ND5 RE84R AND ALUM/NUM 8LM CAP MARKED 5-6 MS 5480
AND A FOUND. SANOS70NE QUrCROPP/NG W7H CHML£0 *)"' AT CORNER NO. 6 MS 5480 AS SHOWN HEREON!
- THIS PROPERTY WTY THE EXCEP770V OF AREAS ALONG CASTLE GREEK /S LOCATED /N ZONE X (AREAS DETERMINED 10 BE
01)731DE 500 YEAR FLOOD PLAIN) AREAS ALONG CASTLE CREEK ARE LOCATED /N ZONE A (BASE FLOOD ELEVA77ONS NOT
DE7EWINEO) PER FEMA FIRM #VWg7CO225C DA IED AINE 04, 1987
-M /S PROPERTY /S /N COMPUAFNE WN P/7KW CWNTY AVALANCHE REGULA770V FOR BUILDINGS PER AR7HUR 1. MEARS, PX
THIS SURVEY DOES NOT REPRESENT A 7171E SEARCH BY THIS SURVEYOR TO DETERMINE OMNERSHIP OR TO DISCOVER
£ASEMENM OR 07HER ENOUMBRANCES OF RECORD. ALL IWORMA77ON STA/NNG 717 OWVERSW,, EASEMENTS OR OTHER
ENCUMBRANCES OF RECORD HAS BEEN TAKEN FROM A PROFORMA TITLE REPORT ISSUED BY S7EWART 1171E DA IED
APRIL 17, 2013, RLE NO 01330 -23102 -AMENDED NO. C8„ FOR THE UST OF EXIEPPONS SEE SHEET A
FOUND NO.5 REBAR
AND ALUMINUM CAP
MARKED
LS 20632
MS 5480 3
N N
FOUND Ill REBAR
AND ALUM/NUM BLM
CAP MARKED COR 5
MS 5480
UN/lED STA IES FOUND NO.5 REBAR
FOREST SERVICE AND BRASS BLM CAP
MARKED COR 10
%•MS 5480
Spm
O
FOUND N0.5 REBAR AND
ALUMINUM CAP MARKED LS
20133
EXL2 FkE3 BOUNDARY UNE AD„l/SS7M£NT
cn PLAT BOOK 64 PA 6E7 11
PAR R£Q NO. 492560
273523100008
RAFFLSON ROBERT J
TRUST 75% RAFELSON
GABRIELLE D 25X. PO
X 10967 ASPEN, CD
VIOWFff MAP 1 "-2000'
PARCEL N0.273523f02851
OWNER: PITKIN COUNTY
530 E. MAIN ST f302
ASPEN, CO 81511
PARCEL 273523403002
PT RANCH BARN LLC 71
S WACKER DR #4700
CHICAGO, IL 60606
Name S1f
According to Colorado law, you must commence TIlTTI.t' SIIRYJ'YI1YC RYICh'S
any legal action based upon any defect an 727 Bake Avenue
this survey withan three years gjter you
first discover such defect In no event may Glenwood Springs, Colorado 81601
any legal action based mon any defect in
than survey be eommenAid mere AAm ten years (970) 928-9708 (FAX 947-9007)
from a& date of Me cerlocahon shown
Aerean. 21;72Q141 ,fV1j*A '—t&r'com
SUBDIVISION EXEMPTION LOT LIMY ADJUSTMENT
Upper Ml do 1gh t LLC & Lower,Mjdnjgbt LLC
OWNERS CE? T/F/CA TEParCelS Before Lot Lino A d"J "Rt m ell t
KNOW ALL PERSONS BY THESE PRESENT THAT UPPER MIM(WIT LLC AND LOWER MIDNIGHT LLC, BEING THE
RFCOl40.ON1VERS:OF (a) UPPER MIDNIGHT LLC (565 MIDNIGHT MINE ROAD) AND (b) LOWER MIDNIGHT LLC (201 MIDNIGHT MINE ROAD,
COMPRISED OF JGSAW RANG/ PARCELS A, B AND C), REWCINELY, AS DESCRIBED /N (a) DEED RECORDED AT RECEPTION NO. 600003
AND (b) DEED RECORDED AT RECEPTION N0. 600007 /N THE RECORDS OF P/7K/1v COUNTY, 0LORA00,
DO HEREBY REPLAT AND RESUBO/WDE SAID REAL PROPERTY IN70-SUBDIKSY601 EXEMP7TONl LOT LINE ADJIJSTXIENT
UPPER M/ON1G yr LLC & LOWER MIDNIGHT LLO AS DEPICTED AND DESCRIBED ON SHEET 2 HEREOF
CWIVTY OF P/TK/N, S7A72F OF COLORADO
EXECUTED THI
S , tbAY OF F / 2014.
SECTIONS 23 & 26 , T. I0S., R. 85W., 6TH P. H.
COUNTY OF PITKIN, STATE OF COLORADO
�I�`�Z�35'Z(�I DoDb3 � 2'135231 oobo�f
Jj TITLE CER TIFICATE.•
MANAGER THE UNDERSIGNED, A DULY AUTHORIZED REPRESENTA 77 VE F STI£T 1 rtLrr c
STATE OF COLORADO] REG/STEREO 70 DO BUSINESS /N PITKIN COUNTY, COLORADO DOES HEREBY C£R77FY THA
]SS 7HE PERSONS LISTED AS OWNERS ON THIS PLAT DO HOLD FEE SIMPLE 7777E TO THE WITHIN
COUNTY OF P17KIN J DESCR/BED REAL PROPERTY, FREE AND CLEAR OF ALL LIENS AND ENGRUMBRANCES EXCEPT
7HOSE LISTED ON THE OWNERS C:ER77RCATE. A17FHOUGHT WE BELIEVE THE FACTS STATED
THE FOREGLY1IG OWNERS CER77RCATE WAS ACKNO OGED BEFORE ME THIS DN 7H/S PLAT ARE TRUE. 7H/S LER/F/CA TE /S NOT TO BE CONS7RUED AS AN ABSTRACT
DAY OF v o tr ri-. o e 2014 By r d e� AS MANAGE72 OF F 7777£, NOR AN OPINION F 7711£, NOR A GUARANTEE F 7771E. AND /T /S UNDERSTOOD
UPPER MIDNIGHT LCC. AND AGREED THAT ST1_yAjiT'? 1 PLF NEITHER ASSUMES NOR WILL BE CHARGED
ANY RIVANC/AL OBL/GA770N OR LIABILITY WHATSOEVER ON ANY STATEMENT CONTAINED
WITNESS MY NAND AND OFFICIAL SEAL � HERE/N.
Nary ttb
MY COMM/SS/ON EXPIRES. -�" �� Notary PuGNc
--- state of C010faw
/ Notary 10201440235Y6 —�~E DATED: _JL49 2014
N TARPPI UC` MY CommissMll fim12.2016By KLA. cue nnE _2Isc OFF flit,
STATE OF CM0RADO] iYf_ M
COUNTY OF P/770V J Y -
7i!£ FOREGOINGOWTVER'S CER77F/CATF WAS ACKNOKEDGED BEFORE ME 7H/S � S k -
DAY OF Q v1RJL 2014 BY AS MANAGER OF STATE OF COLORADO]
LOWER MON/T LLC. Iss
IM77VESS MY HANG AND OFF/GAL SEAL
COUNTY F P17K/N
MY CONMlS^aIGN EXPlS JACOB OPP THE FOREGO! G 1777E CERT7F/CA 7E WAS ACKN I
ulific---- Notary ata D�y F 4- 201 BY
Slate Of COlofatlo _1 •t .
NO ARY PUBLIC Notary 10 201440296 c�
My Commission Expints in 12, 2016
St N 94 EU ER _
NOTARY PUBLIC 1
STATE OF COLORADO
NOTARY ID 19964006063
My Commission Expires April 5, 2016
FOUND NO.5 REBAR
AND ALUMINUM BLM
CAP MARKED COR 9
MS 5480
Upper Midn - - L t LLC
44.186 ACRESFOUND NO.5 RERAR
S rj�700" H, AND ALUMINUM BLM
CAP MARKED 5-6 MS
5480
Note: Refer to ]faster Line and
Curve Table Information on
Sheets R and 9
N
UNI7ED STA7ES FOREST SERVICE
BUILDING ENV
CAR 7 KETP ONLY
AS SYNCED FROM
PL T BOOL 54
PAGE 47 FOUND NO.5 oil
N 0030'02" E 1063.46' REBAR
h
Z
IBUlLD/NG ENV
AS SCALED FROM
76. BO PLAT BOOK 54 o9tie B
PAGE 47
PUBLIC RSYWNG £ASiM
ALONG CASTLE CR££K
PLAT BOOK 54 AT PAGE 47
RA/N,gQF 0170H
PARCEL
273523403001
RICHARD T. BUMRA
PM8 306 PO BOX
3707
ASPEN, CO 81612
Cas
GRAPHIC SCALE
( W n" )
1 inch . 200 M
Upper Midnlgh t LLC and Lower
Mi dnigb t LLC,
Pitkin Countv. Colorado-
PITKIN COUNTY COMMUNITY DEVELOPMENT APPROVAL
THIS SUBDIVISION EXEMP77ONAOT LINE ADJUSTMENT PLAT WAS REVIEWED AND APPROVED
.FOR RECORD/NG BY TY DEVELOPMENT DEPARTMENT F PITKIN COUNTY ON
IH/S 1-112:i. __DA Y OF — 2014 PURSUANT TO ADM/NIS7RA77VE DECISION NO.
50-2014 RECORDED AS R CEP77ON N0, 612011
S/6
`NVED�7H/S —/�q ', { A AlIGNM�b2014,
GNDY HOUBEN COMMUNITY DEVELOPMENT DEPARTMENT DIRECTOR �W
1 FORE ME 7N/S
_AS Z?"�t SUR I/EYOR'S CER T/F/GATE.•
/, JEFFREY ALLEN 7UT7LE, A PROFESSIONAL LAND SURVEYOR IN THE STA IF OF COLORADO,
/ DO HEREBY C Y THAT / HAVE PREPARED 7N/S SUBDIKS/ON EXEMP770NI LOT LINE
AD✓US7M THAT THE LOCA 77ON OF LOTS AND 07HER FEA77JRES ARE ACCURATELY
' 8110 ANO C 67 EREON AS DETERMINED BY FIELD SURVEYS COMPLETED SETWgEN
A7}6R�t 014
7— Za l
✓£ n ,4 X33638
NAL LA.
CLERK & RECORDER'S ACCEPTANCE -
e Rid OFC ND CF TYING IN THE omCE COLORADO ON THISF7/ DALYROF�S RECORDER
MiP ANO FILED P T BOOK O A PAGE/a-/3 AS RECEPTION NO. �+(%
CLE AND £CORDER SPP
e�-`N COU�Tt
PARCEL NO.273526101001 4.
OWNER.• ✓CH LLC 19501 * �1�L
B/SCAYA BLVD 02'400
AVE/V7URA. FL 33180 F
RECEPTION#: 613497, 09/15/2014 at O�;po°,
09:08:10 AM, 1 OF 4, R $41.00 Janice K.
Drive Vos Caudill, Pitkin County, CO
PLAT BK 108 PG 10
lyr*14*i- COATP A AIL IS
�W�e RHOLY CROSS
OW ELEOMIC LINE
\ NO. 502622
Pumel
�88 M
Pops 78 0 10' IVA7W LAV£ EAS 9VDff
S /3710 W — Mu N0 45!7581, REG Na 475876 /
120. 00
,_._._..
ovum "Ar T o mer 1ff b t PARCEL NO. 273526101002
Pea PARO¢ " (ComRrimd oTAwled VALLEY RANCH 1E CREEK --
` NParesJs Zw 1i7eaah C12 Bonanza Placer 4400 POST OAK PARKWAY
ps4 All
) 13 STF 2550 HOUSTON, 5(
13i
d 6S �p N 77027
66
�• 31 �. ,20 0 1 � , •,�,
Pat+Del C 3� Jf4ser/RanaL
\� J7emw Reach ick oo__
t� Not Boor( 30
Plot Book 30 to C4 K 78
" Pugs 78 CEL NO273.5.26f0000i
NQIM FAR COLOM£S OtWVER.•RSTONEHENGE STAR PROP LP ~
FOUND N0.5 \ �'N ALCM 71� 4400 POST OAK PARKWAY SUITE #2550
S PROOERTY LINES HOUSTON, 7X 77027
REBAR ?1y ; �. � 76 SEE SKEET 3 (AS DESCRIBED IN REC. NO. 336214)
LS 237fi ARKEO 7� �\� Mme? 1
60'EA & �- Good Luck /
RIGHT OF WAY Placer /
BOOK 157 PAGE COR Na 7 MS
BOOK 157, PAGE 589 C'8 N2j�3 5840 & CO I'PARCEL NO. 273526100006
MS 14548 TSF OWNER.POOUEENS GULCH LLC
BOX 51536
KALAM4700, M/ 49005-1536
FOUND AU5
BRASS BLM CAP MARKED FOUND Na5 SAI
CtW 5/6 MS 5450 & DAP MA
Ls 1411
, OO N01O1'000W 365.58'
S0051'00"W
SUBDIVISION EXEMPTION/ Ot:1Wn by. IT
LOT LINE ADJUSTMENT Date: 08/12/2014
OF
CiGC��37
OG���i
Z.
4 \
-,L6_
nt\ PARCEL B \�:' � 7),e
JIGSAF 414_
\
PLAT30
PAGE 78 tf�'Cf,NGL' PARCEL
\ TD LLC
\ $/tf, 66'6 Sir, 7:.87 `SCR s t,
\ FOUND NO.5 -P
\ & CAP MARKED
LS 2376, POINT „
MIPS\ OF BEGINNING
�OrY/gyTs C 7 22.3. J \ L36
R��RryG/NF ; �3 PW L B & C 1
PARCEL 273523403001
RICHARD T BU7ERA PRO 306 PO BOX
3707
Zok ASPEN, CO 81612
ry414�
15'
SANDSTONEFOUND
/?O. OUIMOPPINGW hY
p�� CHISELED "X"
COR. S 5840
`a
O
25' OVERHEAD UTILITY EASEMENT U
•---- CASTLE Cf7EEK ROAD
60' EASEMENT &
RIGHT OF WAY
BOOK 157 PAGE 503
BOOK 157 P46F 589
FOUND NO.5 REBAR
& CAP MARKED LS 15710
Twtr Ll7e
L3B
LOT 16
CASTLE CREEK VALLEY
RANCH
PLAT BOOK 31 PAGE 32
PARCEL N0.273526101001
OWNER.• XH LLC 19501
B/SCAWE BLW ,/4p0
AAN7URA, PL J316p
f JEEP 7RA1L IS
LOCA77ON
NOL Y CROSS
ELECTRIC LINE
REC NO. 502622
AND IS 7HE LOCA 770N OF
ASSOCIATED
IRA1V5F0RMERS
SUBDIVISION EXEMPTIOIVI
Upper
(In
Midnight LLC
' LOT LINE ADJUSTMENT
& Lower Midnio-ht
civalnZ Axchan�e Parcel fn
SECTIONS 23
COUNTY
10' WA7ER UN£ EASEMENT
REC. NO. 459561
Lop REC. NO. 475626
LORTR ".RW1CfIT LLC
665, 4'17 S.L:, >5A?9 AC"AF f/—
PARCEL C
JIGSAW RANCH
PLAT BOOK 30
PAGE 78
�I I
60' EASEMENT & "
RIGHT OF WA Y
BOOK 157 PAGE 503
BOCK 157, PAGE 589
LEGD O AAV N07ES
- WrAW FOUND ANWNG aA/M MaVUAVVT AS MMR/O
O NO1CAW FOl1ND NO. 5 Rt l?AR
8 M7NAIES SET Na5 REBAR W7H RED PLASW STAMPED LS 33638
• N0/G17EDS iOVM N0.5 RE34R WIN RED PEASAC STAA0M LS 33838
Tl?TLfSIRlIYIN' S�RYICh'SCaA?T wed
amm 727 81, ake A venue
� n
. r� '*v=4 Glenwood springs, Colorado 81601
mw 6awd Wan mw ak&c6 in
jWWv 6e camvwmwed mvry *n'v (9�L X28-9708 (`FAX 94=7-9007)
A'»�x * Ap* "J Ale cer* &f" m
k
PARCEL A
!IGSAW RANCH /
PLAT BOOK 30 �1
PAGE 78
I
QO
RR
•--�_� WALL
LOT 16
CASTLE CREEK VALLEY
RANGY
PLAT BOOK 31 PAGE 32
PARCEL NO. 273526101002
OWNER.C4S7LE CREEK VALLEY RANCH
LOT 15 LLC
4400 POST OAK PARKWAY S7E 2550
HOUSTON, 7X 77027
FOW
AUAN NOS RESi1R
11
M40W LS 20151
I
FOYJND Nay REBAR
A14M
�LAVF TANE
CURVE'
TABLE
MAA7fED LS 20151
1Ed
CURVE
4DVGIH
RADIUS I
TANawr
CHARD
BEARINGjW
0£L TA
C7
1. 0'
50
1 Al.
1204W
S 'S7"
'50"
02
11 .37'
35'
S8
Ing .6
S 3 7' "
' "
03
85 88'
1814 47'
43.73'
85.11 '
L10
2641'03"
C4
4L81'
31.56'
24.61'
3882'
N 35'45'50
7554'0"
C5
20.07'
56.22'10.14'
114
19.96'
S B' '30" W
203226"
08
1837 '
j5,?,00'
94.04'
181.71'
N 141715'30" W
954' 7"
07
191.65'
30'
96:45'
191.03'
N B' 1' " E
16170"
08
01.27'
1116,00'
100,91'
01.00'
E
10300"
N 140'49" E
15*'68'
"'10"80.98'158.53'
N 8879'110 W
16.12'
_A_Z
N 15 3' .
3'34'15"
10' WA7ER UN£ EASEMENT
REC. NO. 459561
Lop REC. NO. 475626
LORTR ".RW1CfIT LLC
665, 4'17 S.L:, >5A?9 AC"AF f/—
PARCEL C
JIGSAW RANCH
PLAT BOOK 30
PAGE 78
�I I
60' EASEMENT & "
RIGHT OF WA Y
BOOK 157 PAGE 503
BOCK 157, PAGE 589
LEGD O AAV N07ES
- WrAW FOUND ANWNG aA/M MaVUAVVT AS MMR/O
O NO1CAW FOl1ND NO. 5 Rt l?AR
8 M7NAIES SET Na5 REBAR W7H RED PLASW STAMPED LS 33638
• N0/G17EDS iOVM N0.5 RE34R WIN RED PEASAC STAA0M LS 33838
Tl?TLfSIRlIYIN' S�RYICh'SCaA?T wed
amm 727 81, ake A venue
� n
. r� '*v=4 Glenwood springs, Colorado 81601
mw 6awd Wan mw ak&c6 in
jWWv 6e camvwmwed mvry *n'v (9�L X28-9708 (`FAX 94=7-9007)
A'»�x * Ap* "J Ale cer* &f" m
k
PARCEL A
!IGSAW RANCH /
PLAT BOOK 30 �1
PAGE 78
I
QO
RR
•--�_� WALL
LOT 16
CASTLE CREEK VALLEY
RANGY
PLAT BOOK 31 PAGE 32
PARCEL NO. 273526101002
OWNER.C4S7LE CREEK VALLEY RANCH
LOT 15 LLC
4400 POST OAK PARKWAY S7E 2550
HOUSTON, 7X 77027
FOW
AUAN NOS RESi1R
11
M40W LS 20151
I
FOYJND Nay REBAR
A14M
DR/W
GOOD LUCK
PLACER
r W
AP 5
EASEMENT AGREEMENT
REC NO. 446195
CJlb
Upper Midnight LLC
and Lower Midnigb t LLC
Pitkin Co un dy, Colorado
& 26 1 T0.1 OSO,
Upper Midnight LLC)
R. BSW.. 6TH P.ly,
ur t"r7KIN, STATE
PMH L074
CASTLE CREEK
VALLEY RANCH
PLAT BOOK 31
PAGE 32
BONANZA PLACER
PARCEL N0. 273526100003
OWNER.- S70NENENGE STAR PROP LP
4400 POST OAK PARKWAY Sul 7F #2550
HOUSTON, 7X 77027
(AS OIESCWI8ED IN REC. NO. 336214)
�s
11
COR. NO 7 MS
5840 & COR. NO. 2
MS 14548
OF
�LAVF TANE
avuM cAP
v\I
MAA7fED LS 20151
DR/W
GOOD LUCK
PLACER
r W
AP 5
EASEMENT AGREEMENT
REC NO. 446195
CJlb
Upper Midnight LLC
and Lower Midnigb t LLC
Pitkin Co un dy, Colorado
& 26 1 T0.1 OSO,
Upper Midnight LLC)
R. BSW.. 6TH P.ly,
ur t"r7KIN, STATE
PMH L074
CASTLE CREEK
VALLEY RANCH
PLAT BOOK 31
PAGE 32
BONANZA PLACER
PARCEL N0. 273526100003
OWNER.- S70NENENGE STAR PROP LP
4400 POST OAK PARKWAY Sul 7F #2550
HOUSTON, 7X 77027
(AS OIESCWI8ED IN REC. NO. 336214)
�s
11
COR. NO 7 MS
5840 & COR. NO. 2
MS 14548
OF
FOUND NO.5
REBAR &
BRASS BLM CAP MARKED FOUND N0.5 REBAR
COR 5/6 MS 5480 PARCEL NO. 273526100008
OWER., MARKED
OWER., OUEENS GULC7/ LLC LS 14111
KED
PO 8OX 51536
KALAMAZOO, M1 49005-15M N.
--- �/
C7
L29
SUBDIVISION EXEMPTION/
LOT LINE ADJUSTMENT
Dmm Ar JT
DO 0811212014
It
OF 4 J
�LAVF TANE
UNF
R7VG
LF/yG7HL
1Ed
" £
73079'L2•
"
1D�
L3
S 3f 5T'D' W
1 .40'
L4
S 4'0"W
3'
L5
S 2033'0" W
31'
Le
S 1370'0" W
119.50'
L7
5 W
87. '
LB
s 1s.0 0. W
14B 71'
L9
S 5954'0" W
1 75'
L10
S 58510" W
128. 71'
L11
S49 Wn
76'
L12
S 44:36'0" W
55.36'
03
S 3255'0" W
51.15'
114
S 2230'0"
584'
L15
S 23 47'0' W
32d '
L16
N 10 44'O" W
44 '
_____LI7
N 7524'00"'W
135.79'
L18
--AL 73'51' 4" E
__Z& '_
119
N 17'42:33" W
20. 00'
L20N
7534'00" W
7 OB'
L21
N 73:3957" W
27.64'
L22
N 140'49" E
51.06'
L23
N 8879'110 W
16.12'
L24
S 138'0" W
54.81'
L25N
7534'00" W
48. 16'
126
S 2133'15"
858.11'
L27
S 01171100' E
1365. 58'
1-28
N 294'0" W
30.81'
129
N 051 '0" E
127.00'
L3O
N 1651'0" E
724.00'
L33
2 7LG,
L34
• "
L35
I • "
06
L37
"
"
L38
L39
"
"
L40
"
L41
L 42
S 4159'4."
L43
L44
"
'Q "
FOUND NO.5
REBAR &
BRASS BLM CAP MARKED FOUND N0.5 REBAR
COR 5/6 MS 5480 PARCEL NO. 273526100008
OWER., MARKED
OWER., OUEENS GULC7/ LLC LS 14111
KED
PO 8OX 51536
KALAMAZOO, M1 49005-15M N.
--- �/
C7
L29
SUBDIVISION EXEMPTION/
LOT LINE ADJUSTMENT
Dmm Ar JT
DO 0811212014
It
OF 4 J
Zrod tfan of Vpjwr .ABf6k*ht AW (OW AYf hoot Affne Rood)
ARar+e Los Liao Ag uefteet
91MUM AS FVUOM
FVMV AV t
MEW
,
J • / / '/ ]
/J n s mmi4e E mw Airr ALmv7 ]7 or vv AwmffRaw;
5840 AN.,
J f t' AL/r Low to s 5m Aiv wam AwT.
MME S SM210 W 44720 AMT 70 COR. 5 BOVANZA PLACER MS 5840 AN.,
ST OF Cat asipa
THE AFaWSAW REAL FROMPTY BENE ALSO ACCOWNG 70 VE BL.M. DSPARwWr AESURWY AND
SURVEY OF TDN VSW 10 SOV N, RANGE 85 NEST OF THE SIH P.M AFIFWDIED APRIL 14 1588 (BASED WON
CALLS AMD DVSTAA(C.'ES Or THE• PENNIMEM? BOUNDARY LIMES O' )W BOP/ANZA PLACER AS SNONN THEREIN) AS
FOLLOWS
A 7R4CT OF LAND awAT no N 7F/E £ASP HALF OF amnoV 24 mwvs flP 10 SOI/TH, RAAw 85 NEST OF 7F/£
67H PRINCIPAL AAEffi=M; BEING PART OF BONANZA PLACER MS 5840 AM. AI PUnON° CO NTY, OMORADO
AOCI%wm m 7NE BLAEAil OF LAND MANAas NT aqvimvr R£SURWEY ANP sL9Pwy Or T awow9P 10
SON,, RANCE 85 NIST OF Ae 67H P.M. APPI4DWV AFM 14 1,988 DEMRSED AS FOLLOWS•
BEENNNNG AT A RED SANDS&ZE OU70W DEWWRM AS C44NER 6 OF 7HE BCWANZA PLACER M 5840 AM.
Foo N PLACE 7FlEN(EF N 1379' E ALONG UNE a-5 MS 5840 AM 120.00 FEET TO THE TRUE PONT OF
BEGINNING` NENCE N 7338' & 73a79 FEET,• NPVCE S 15'G9' W, 10J.5o FaT 10 THE COV7ERUNE OF THE
mAwl6 NT Ame, ROAD; AAENOF ALONG THE l.EN7ERLINE OF THE mlawGNT AIME ROAD- S 857711.8' E 76 58 FEEr
S 5352'34' £ 88.54• S 297872'& 1028 rO LIN£ 8-9 MS 5840 AM.; THENCE N 002410' E 1080.64 FEET
ALONG LAVE 8-9 70 Ca7M9? 9 MS 5840 AM.; 7APYC£ N 0421'C 24J�04 FEET ALONG UNE 9-10 M CO9NER
10 MS 584.0 AAI; NAME N 3246' E 500.48 FEET ALONG UNE 10-11 MS 5840 AAL; MNCF S 8341821" W
447,20 FEET M CORNER 5 MS 5840 AM.; AaNOE S 1179' W . 896.90 FEET ALONG UNE 5 - 6 MS 5840 AM.
717 7W TRUE POWNT OF BEGNO Nt
EXCOMNG THEREFROM.'
Mr PROPERTY DESORIBE•D IN #vsma wr RECaRDED DECE'MB,ER 14 2043 UNDER R£CEPTON NO. 492562.
ZVW tiiot of Zower I Adjustment
t ZW, aidaaw Ahuch Peron& d, B
and Co Before
PARCEL A:
A POR"ON OF THE• BONANZA PLAOFR, U.S MINERAL SURVEY NO. 5840 AND A PW71OVN OF
THE GOOD LOCI! PLACER US MINERAL SURVEY NO. 14544 SAID POVR77OVS SEN49 97U47ED /N
THE NOn7HWFST QUARTER OF THE NORNEAST QUARTER or SFCnON26 TON1V.Si/UP 10 SOUTH,
RANGE 85 NEST OF Ile SIXTY PRINCIPAL MERIDIAN, AND SaW MORE FULLY DESCRIBED AS
fOLLONS-
BEGINNING AT A PONT NNENCE CORNER NO. 7 OF SAID BONANZA PLACER BONG COMMON
TO CORNER NO. 2 OF SAID GOOD LUCK PLACER BEARS•
SOL17H 3224440" NEST 679.85 FE£r
71/£NOF NOR7H 2347' EAST M5. 14 fEEY,-
THENCE NORTH 2210' NEST 31250 FEET 70 CORNER 80. 3 OF SAID GOOD LUO( PLACER -
THENCE 50/7H 82n9' NEST 237.28 FEET 70 CORNER NO. 4 OF SAID GOOD LUCK PLACER;
44ENCF SOUIN 2178' WEST 520.78 fFFT ALONG 7HE UN£ HETNEFN CANER Na 4 AND
COWER Na 5 OF SAID GOOD LUGC PLACER;
MMCF SOV7H 7815' EAST 412.44 FEET TO THE PONT OF Pimm I va
PARCEL &
A PARCEL OF LAND VIVA7ED /N THE BONANZA PLACER M. S. 5840 A.M , LOCA 1£D IN THE Sr
1/4 OF THE UNSURW'YEO 500710N 23, 70RNNS7JiP 10 5711/7X, RANCE 85 NEST OF THE SIXTH
PRINCIPAL MERIDIAN, PI7KIN COUNTY, COLORADO AND BEING MORE FULLY DESGRJ8E0 AS
fOLLONS
MO WNG Ar CaWER N0. a OF SAID BONANZA PLACER•
THENCE NORTH 1.1100" EAST 120.Oo FEET ALONG UNE 5-6 OF SAID BONANZA PLACER,
THENCE NORTH 74,6600" EAST 7m. 79 firr TO 1HE CENTERUN£ OF A TRAIL;
mmm SOUTH miloo" NEST 10x.50 FEET MORE OR LESS ALONG 7HE CENIERUNE OF
SW TRAIL TO 7Hr CENMRLNE OF THE MWNIGWT MINE ROAD;
7HEVLE THE FCUONWG BEARINGS AND DISTANCES ALONG SAID MIDNIGHT MINE ROAD,•
211.10 FEET ALONG THE ARC OF A CURVE 70 THE LEFT HAVING A RAO/US OF 250.00
fEEr,SOUN Jf37' WESr 15940 fEET,
5OU7H 2774' NEST eam FEET
SOUTH 20"33' NEST 76.31 FEET,
SOUTY 1370' NEST 119.50 FEET,
SOUAI 09'05' NEST 87.48 FEET, S9UIH ISM' NEST 14671 FEET, 111.37 FEET ALONG 7HE ARC
OF A aIRw 7a 7HE mayr HAWAD A RADIUS OF 14535 FEET
saim 5934' NEST 165.75 FEET,
SOUTH 58'05' NEST 128.71 FEET
sOJ7H 4937' NEST Js76 fwr SOUTH 44Je' NEST 3536 FEET, SOUTH 3235' NEST
51.15 FEET
7HENCF DEPARANG SAID ROAD NORTH 2220'00" NEST 25666 FEET TO THE PONT OF
ANI£RSFcn0N W7N UNE 7-6 OF ,SAID BONANZA PLACER;
TH£NOF Nom iam'00" EAST 654.52 FEET ALONG SWO UNE 7-.6 TD CORNER N0. e
THE PONT OF aMWN/NO:
PARCEL C.•
A PARCEL or LAND BEING PART OF HOMES7E•AD E7NTTY SURVEY NO. 92, MAIN COUNTY,
COLORADO,
BEGINNING AT OWNER NO. 2 OF SND H.E.S Na 92,•
THENCE SOUTN 1739' NEST 654.E FEET TO COINER NO. 3 OF SAID H.E.$. NO. 92;
AIEMCE STU7Ff 8209'15" NEST 2.6.87 FEET TO CORNER NO. 4 OF 5ND H.E.S N4 91;
TH£NCF swTy 111375" NIST 13p4.74 frrr 70 Ga"ER N0. 5 OF SAID H.E.S NO. 94
NENOr SOUR/ OIOI' EAST 38658 FEET TO 7HE PONT Or INIERsEc1TON w7H THE
EASIE7RLY RIGHT OF WAY UNE OF CASTLE QMEK ROAD RECORDED /N BOOK 157 Ar PAGE
50J OF Pi7AN COUNTY RECORD$
7H0VCE 77.1£ FOUOWVG COURSES AND D157ANCES ALONG SAID RIONT OF WAY LIN&
NORTH 2904' NEST JOC81 FEET, 181.79 FEET ALONG AAE ARC BE A CURVE TO THE
AVON r -HA MO A RADIUS OF 352.00 FEET (A/£ CHORD OF NW/CIN BEARS NORM 1406'30"
NEST 181.71 FEET), INOVR7H 0031' EAST 12zoo FEET, 191.65 FEET ALONG Tia' ARC OF
A aIRWE 7a ENE RIGHT HANNG A RADIUS O' 886.,E FEET (ATE WORD OF NWICH BEARS
NMTH 0851' EASr 191.07 FEET), 8QR7H 1651' EAST 72400 FEET, 201.27 FEET
ALONG WE ARC OF A CURVE TO THE RIGNr HA MG A RADIUS OF 1116.49 FEET (7HE
cHaw OF WRETCH BEARS NORM 2201' £AST 201.00 iEM NOR7N 2771' EAST 81¢'.00
fEEr, 15aee arr ALONG AV ARP'. OF A aARWE TO THE LEFT HANNG A RAOAIS Or
JM 10 FEET (VE QYWD'OF W#OH BEARS NCRIH 157J'W- EAST, A DISTANCE OF 15&5x
arl);
P49vaE DEPARTING sw RlQHT or wAY uME mww 7400' EAST 272.15 FEET 70 A
PONT ON LINE 1-2 OF SAID MES. No 91;
7HENGE' SOUTH 1371' NEST 12400 PEET IV COMER Na 2 CF SRV MES Na 92
7HE POINT OF fiEWWWa
EXQEPANG FROM WE AB06£ PARCELS THE FCUOWVa
NA PROPERTY CQ1VW2)FD 10 ARAE BOARD OF COCMITY 04WS94YAW OF P17MV CONTY
COLORADO BY a ff O(AW DEED A=aW D AUaIST 17, 2000 AS AIEV61770N NO. 446190.
Notice.•
4000ra%W to Colorado low y" murf cemvnence
any APSW awfwa Sawa' Wm ans, defect on
aw wove* WS AM fie* jean wwr ,gees
Arsi allvowr swA 4bAd In no atwd may
anY 10941 WAM easrd &9Wn any defeol Tis
aw Mawr 6, c Mend m 45" "*oars
•Oma Rhe awe o/ 460 cer*ficalfon -Aeon
lmreon.
TIITTZ4X SJ11?ff4VJNG A.9JRYIMAS'
727 Blake Avenue
Glenwood Springs, Colorado 81601
(970) 928-9708 (FAX 947-9007)
NT T
Low ~f LLC
BI-AWAM AT A i to 5 ASIAN WIM )XUOW PLASM CAP LS AV, 2JM Foum
aN nE swwm r LAZE Or $UV IAfR AimayT ANIS LL6
Vd WGkr 301F/H 27WR4' EAST 122.10 fW,
REALE' $am 4/3877" EAST n&& MX
now $am 1174ur NEST 9:587 AEET,
71A7ew Sam DOTY"* NIS37 I -V .02 FW,,
I WAV SWR/ 1J'iJ'IIlr' MW 109-.7 FEET,
NOW SRFn1 46WW' NESr J41LJ2 AW,,
7AE79rwxSUM 0722r ASST 5604 AW,,
Nffl� L SW 7I.iP9f wail V/AN /fill
AAEW SUM J, VYW AW 180 A=
Y A W 512/11! 22710170' EAST' 744 AV,,
AR'7w $am 2J?f717D' NEST =X
NdFAF AVRW 10WW ASST "SS AW,,
f I ,
-0 / 11 J- J
J n - - I'
,I lir'
:f I ' / 11561• r J.y /.; ,J�.
UBDI VISION EXEMPFA TIONJ
Is IF, a �LC
UPP er mz dD igb t LL C
7,:Wzr�,
LOT LINE ADJUSTMENT
Lower Midnigbt LLC
SECTIONS N23 & 26 , EMS, R. 85W , 6TH PK,
COUNTY OF PITON, ,STATE OF COLORADO
s 7M9W AWN 7JW'Jrr =7 27.01 FEET, of t LNC After Cat Mw AOutment
6 RAM 41.81 FEET ALaN9 AE AV OF A CWW M AE Altii/T, AMMIG A RAOPA3/ Or
J1.58 RNZ A PELTA ar 755$W AAV St161BML W A aXM AIM M LIF A MWr Or LAIN NOW A PART Or ACE' BaM/MMrA AMCM IRS 38#O AM SIAMTED N ne MST AC
A ORN JS 4530' KW JAMB ABET, Mr'11 - 24 M AW 10 RAOM 88 NEST AF WE SM AW10 AL AAT9IWAK P17AW COGW7Y, CaCRAM
7. IMWW MORN N'I97 tr EAST 14.06 AZT, MM MOL N PAMCUL 0KY AS NUOM
& 7AV" AMM 887871' NEST 1412 AEET, Ar A Pi W QI AE LAE LS,'IKW 617181'4 MA4PA W 5 Alm �1 (5-6 LOW) OF SAID MS 58#8 AM fRW
9. 1HENQc' Som 01MW NES/' 3681 � NIE910E 617MAfi ARI a AMA TIED W)MW WMPS 1J 421 CPO' NEST A USTANGE OF 12409 FEET,
1D IMME' 2407 FWr ALQVG n1E AIR: OFA CWW 7V 771E LEFT, M MM: A #SWUS OF NIA/ ALL AEitMM LIEM9W ALA VW M WN M11000 NEST AK7W r FaW MANNN WIS ALaW SW 5-8 LPME;
56.22 FEET, A DEEM Or 207226' AM MMMM A 0147240 lIEiAR W ar NO= AMM AJ7197D' EAST A W7AN&T ar JIi76.6O A gr
SW?N 0873'30' NEST ISSA DIM NaW 8.78499' EAST A AN"irA NW W J474 Mr.
719 NUE WRAMAM SAA PAROM AA VW 7574100' NEST 46116 PEEr, AE7A",E' NgPR/ 2Y907J' AW A 6IlS7itNW Or 1JR#7 Fg7;
NSVLE $WTV 213.75` HEIST Man AWr AAW A Al 137'10➢' NEST A A MAW ar ARS4 FEE'k
Imso E 5W/IN of vt' EAsr J63.Sn A wT m ne PONT Qr AN7t7RSEC110W KITH THE AA7IIQE AWN 1.71970' EAST A 0R4TMW ar 13x40 ARCING 710 " LAME ALS 5840 AM r0 CQ P fie 5 OF SW MS MO
EASTERLY A7GIHT Or IWIY LAAE Cr Qis1LE amJ1rNB A9E N BOOK N AT PAGE nrt W AaVN 870821' EAST A WrANLT ar 447.'(0 AWP
547 OF RMV COUNTY AE7/Ya4D$' 99WSTXnM JT48ti071ES1 A A1S1311Nx Or 504446 FEET 1D MWAQf0 Q' SATO MS 38#0 A4
n1ENCE Tia' FaLONN G CMAMES MV WANOW /KONG SAV RIQYr QF *4 Y LW VOW SWW 0479MM37 A WWW Qr 24.7 W MT ALN9 4WO10-9 AAS ,TRIO AVM 0010F No 8 OF SW AS 5840'
71MW SWAT &rJt?Of* NEW A A 57iMIW Or MX4V AEET M A PQMT QV Ae CS"ERNUME OF MDVQYr AAPS ROAD
NORTH & iA NEST JD81 FEST, 1837w r=1 A&%NM me /URC OF A CURVE TO Inc
N WT NA WNV A RAaw Or .75209 FEET (IJIE avow QF way BEARS Nww 149710:70"
AEJVCE ALa'1C SAV GE3V7EAAW Ae A77IAMW COUFSE&
NW IN 2976112' NEST A aWrANIGE' ar M58 FEET.
NEST 181.71 AWV NOM POW- EAST /27.40 FEET, 191,65 FEET /KONG AW ARC QF
TAE W AAGRnl 6330'34' NEST A L7'STANW OF 66150 FEE%
A CURVE TO 7W )VQYr NAMMO A MOW O' N&JO FEET (AE QWQm OF NNW BEARS
104r NaM 837526' NEST A MVfMW OF 78.58 FEET.
NOR7!/ 0831' EAST 191.47 FEET
A AWN 1631' EAST 72400 FEET, 201.27 FEET
IPS 211.10 FEET AU MM INE /MPC Qr A CIAPW M Ae LEFT NA MNG A R401W OF 25400
ALONG Aa' ARC Qr A CWW TO INE' A71jI/7' AM WW A RADIUS OF 1116:00 FEET (AE
FEET SOM J13r NEST IM40 FEET,
CHORD OF W"H FEARS AWAY 22'0/' EAST 201.00 FEET), MORIN 1771' FUST 81A00
S97PIIH 2724' NEST ARM FEET
FEET, 159.88 FEET ALONG IEE ARC OF A CWW M ALf LEFT HA WNG A RALIUS Qr
SWIH 203.' NEST 7'6,77 FEET,
W)0 FEET (ALE' OIOFD CF WOON BEARS NORM 1521'51' EAST, A DISTANCE OF 16d SI
/ 1370' HEST 119 SO FEET,
7HENa DEPARTING SHAD RIGi'lT LI' WAY CiNE NOt1H 74 W' EAST 27215 FEET la TW
00975 NEST 87.48 FEET, SNA/ 18190 NEST MOM FEET, 111.37 FEET ALONG 7/a' ARC
Or >a )W RM
O A FUMIG A RAOI/S OF 14£133 FEET,
POINT O' WO MM C 0VTA#WIVG 1328 Aa= MARE OR LESS
07: 75
1H 593#' AM IBM 75 FEET,
" 5
COUNTY OF PFN^ STATE OF MORAW
scunN SBz�/ r2e7�=fir,
Zea De60rfptfon 4f .&roA&Wv Pemd to Upper AM11.ht LW
s #i 4937' NEST ,75.76 FEET, sww 44:78' NEsr miv n€T, SOUTH .255' NESr
`
51.15 FEFT,
OX NANGE PARCEL 70 UPPER AWWGH7 LOG°
7Fe4CE DEPARANG $4/0 ROAD NORTY 122000" NEST 28.00 FtTr
RM 1197:1'47' T 19.09 FEET
BEGNNNG AT A NO. 5 REEAR WIN YELLOW PLASM CAP LS. NO. 2176 FOUND QV THE
NO
naMLS AAGRIr?1 #739°42' �T $1.89 FEET
SOU PEA Y UNE OF SAND UPPER ANAWGWT ANN£ CLO,`
TIV4 r AWA/ 467227' EAST 5604 FEET
THEVCE ALONG SW SOVINEKY LINE MONTY 74mo0" EAST 710.79 FEET TO THE OEN7ERUNE
AaHfe hw H oe39S0" EAST J09J2 FEET
OF A TRAIL;
TIJ£Na• SOum 157100" wsr ioam FEET MARE OR LESS ALONG 7HE awirRUME OF
AaNOF NORTH 2JVJ'48' EAST 107.,77 FEET
MOVE NORTH 0478'04' EAST 137.62 FEET
SAID TRAI r0 THE crwwwAr or iw AfIDMGHr WANE ROAD,
THENCE INE FOLLONINO BEARINGS AND DWIANC S ALONG SAID A&%WGJr OW ROAD;
1 ehw NavDH 1134102' EAST 95.87 Fa77
211.10 FEE7 ALONG 1W ARC OF A aRW TD 7NE LEFT HAVING A RADIUS OF 250.00
7wxcr NORTH 0239:77" NFSr 119.28 mrz-4
FEET, SOWN J157' NEST 159.40 FEET,
7Auv E NORTH 1738'42' NEST 122.10 FEET To 7HE P7Nr Or amlmmvG
SOWN 2774' NEST 9&JI FEET
CONTAJNJNG 51.46 ACRES, MORE' OR LESS
SOUTH 20'53' NEST 7631FEE 7
COUNTY OF PIMN, STATE OF OIXARADO
,
sw7H 1370' NEST 119.50 FEET,
SOUTH 09'05' NEST 87.48 FEET, SOUTH ievo' NEST 146.71 FEET, 111.37 FEET ALONG 7H£ ARC
OF A CARVE TO ME- RIGHT HA NNG A RAMUS OF 145.35 FEET,
SOVIN 5934' REST 165.75 FEET,
sw7H 5805' NEST 128.71 FEET,
SOUR/ 4937' REST mm FEET, SOUTH 4436' WEST JSJO FEET SOUTH 3235' WEST
51.15 FEET,
THENCE' O PAR77NO SAID ROAD NORTH 2270'09' NEST 2600 FEET,
THENOF NOIR7H 3247'47' EAST 19.09 FEET
THENCE NORTH 4159'42' EAST 51.89 FEET
THENCE NORTH 467227' EAST 54104 FEET
THLN(F NORTH 0859;50' EAST J09.32 FEET
TFIENLF NORTH 23'4.3'48' EAST 107.37 Fal
7HENCF NORTH 0428'04' EAST 137.82 FFET
THFJVCE NORTH 111341020 EAST 95.67 FEET
ni£INCE NORTH 02'59'Jr NEST 119.28 FEET
THENCE NOR 7H 27:78'42' wsr 122.10 FEET Ta THE POINT OF BEGINNING
CONrAINING 7.27 AOES MORE OR LESS
COUNTY OF PI Wk STATE OF CaQRAO0.
Reserved L'asements Aiony Midnayht &fine Road .4eross lower d(idniyht LLC
Subject to, and reserving for the use and benefit of the record owner from time to time of
the tract of land depicted and described on this Subdivision Exemotion1lot Line Adjustment Plat
as Upper Midnight LLC ("Upper Midnight LLC Owner"), perpetual non-exclusive easements
over, along and upon the Midnight Mine Road Easements Nos. 1 and 2 depicted and described
hereon across portions of the tract depicted and described on this Plat as Lower Midnight LLC,
with Easement No. 1 commencing at the point of intersection of Midnight Mine Rood with
Castle Creek Rood and thence continuing along Midnight Mine Road to its point of intersection
with the westerly and of the bridge across Castle Creek, and Easement No. 2 commencing at the
point of intersection of Midnight Mine Road with the easterly end of the bridge across Castle
Creek and thence continuing in a northerly direction along Midnight Mine Road to its point of
intersection with the southerly boundary of the Exchange Parcel to Upper Midnight LLC
depicted on this Plat (the 'Subject Easements').
fie Upper Midnight LLC Owner shall have the right to use and enjoy the Subject
Easements for purposes of all forms of vehiauior and pedestrian access to and from Upper
Midnight LLC, and shall have the further right from time to time, in Upper Midnight LLC
Owners sole discretion, (i) to maintain and improve the surface, drainage and other features of
the roadway and adjoining strips of land within the Subject Easements, (//) to widen the road
surface within the Subject Easements, (iii) to install, relocate, improve and mo/nta/n utilities
(including phone and data lines) within the Subject Easements and/or (iv) to make non-exclusive
assignments and delegations of such road and utility rights to third parties.
Finally, the Upper Midnight LLC Owner shall have the right from time to time, in Upper
Midnight LLC Owner's sole discretion, to grant to Pitkin County such additional right and
authority as it may need to perform such road and utility maintenance and improvement activities
within the Subject Easements, whether upon or outside the existing public right-of-way, on such
terms and conditions as Upper Midnight LLC Owner and the County may consider appropriate
and beneficial.
Reserved hroly Cross Liner" dc'ase7nent Along' Zzwhny Power
Line dcross Lower dlidhsyFht LLC
Further subject to, and granting and reserving for the use and benefit of Holy Cross
Energy and Its successors and assigns, a perpetual, non-exclusive easement and right of ingress
and egress 10 feet /n width, the centerline of said easement being an overhead and underground
power line as constructed and In place commencing at Castle Creek Road and thence continuing
easterly across Lower Midnight LLC, crossing the initial stretch of Midnight Mine Road and
continuing to the point of Intersection with the upper stretch of Midnight Mine Road wlthJn the
Exchange Parcel to Upper M/dMght LLC, for purposes of construction, reconstruction, repab,
change, enlargement, re -phasing, improvement and maintenance of said power Ilse and a//
elements thereof (including associated below -ground and above -ground Fxtures and equ/pment),
In order to prowde continuing energy service to Upper Midnight LLC and all parts thereof,
/ncludmg the Exchange Parcel depicted and described on this Plat.
Upper Mi dn,i* h t LLC and Lower
Midnight LLC,
Pitkin County, Colorado.
J
175 AT PAGE
1 7 _ IJ/ ,7/
VALf// A
'ANY
t AM
4 wal,4t
II / OW A
nAMaWNT MW f, -.,J. %Y, AS fJ' / , 10 0
19 EAMWWr AW WA I& AQMW AFVQVM MVW ZZ 2010 AS ARZP?XW No MMU
`J J ':T I / I J" JA _ r ♦I J/ , r; r / ;.: J; ♦/ r]I / ♦J
29W AV FLAT
I& ASSOUMW AM MUMNIN 21, ISM AS AE A10. Qf"
I& ALL M47ZEM SMAW 4V 7AV 1041 HAZARD REww aTr PLAN PLAT FOR a4vu awx AwMm m AECa=V STADVANN 2y, 2wo #V
vi SO A r PAW 47 AS RE A02 447207
21 I Y 005S DOWY mmemam AwNr Or wA Y msmiNrECOV J/ / /- .J 4b 2004 AFEEPT0V NO, JUM22
23 EASS(Off AQaWk1Nr &MMOID AW 14 2M2 AS &IMPADY Nd 50M.
26 A twr Or w nq AND ANYAN7H75; /NIFTIEST OR EAspoviS N FA m? LIF Ae wARkw DNAm n,E STATE or COLW404 THE LM17ED
STATES OF AAVWCK OR AL' 490M PENN MAIN/ DO= m Ale aA91F.D M Em N AMD own AAE WATERS AAA mmwvT AAO PAW BED
AAO mmis Or CASTLE CAEEK
27. XH75 OF VE PLMX ANWItR AFFECTED AWVAIF PARAFS AI AAO 70 AAE FREE AILD LOMp9S7Rd YED FLOW ar 111E WA le OF C457LE �IqM..
26 DVCR a#9 Nr OF A PA 710 OViSiW1E OF SULAM S0ELOP£ AS SHOWN OV AE ALTA/ACW AIA9 KmsvT Mi wY PLAT CK85 AA wayr Amw
ROAD I' MME SZAPWNW 5ERVK7ES DW TED 00444
201 AAWW/QVT Adw ROAD (AKA ne EXCHANGE PARca AAAI LONER AMM# WT LLC) is s46ECT To INE roux NVG E5arnays
PER SW 7171E CON07100 A077MIEP TG ON SMM7 l:
10. EASEwws Avows or wAY ANO oveR AIA nERS AIK7•LC►m BUT NOT LINTER im
THAT Rfa&0 ANY KW OR LOGE OF QWURTZ OR OVER NOW AV PLACE BE/MiIUC' QW, STLW'.fiG QWABAR LEAD 76K CQFMP OR OYMN VALUABLE
D£P091S, BE CLAIMED OR WOW 7a OW W YAW nE A¢OW-DES WED PAMOM Ar sw LAW AGlIw MR 11E sAW is e7G°I m Y arv;'7ED
AND EYOXUDFD fROM PEW P1PE3E S AAV INAr THE PARA6i S A0EVY CaVWM ARI Y BE OflO 7! BY AE PRQ9WM OF ANY WN OP LODE; OF
QUAR77 CR 07AE R ROCK N PLACE EEAINNG 41x0 SIE WSt MVASAIir LEAD, TWK CL'IMAM OR OAAFR VALMOLE 06W/S FOR 711E PUWeXW or
EXmcmG AAO R&wOw G Ila' WE MW sUOI w3v LIR LOIS Sit OLD AE smC OR ANY PART imE•O, BE FOLAV TO PINEIRAIF; IN7£RSECr,
PASS THROUGH OR ON- NrO VE AANW QMW OR PPOFA NS M9WY QPAM7ED AAO A AXWr Or NW Y RW WOES QR CANALS CONS7R/JC7EO BY THF
AUINORrY OF THE 4N/70 SrA= AS RES PED N WARTED STA IES PATENT R£CGMD AU4WST 24 1949 N BOOL 175 AT PAGE 2916 AS /N W110N NO.
96825. (BONANZA PLACER USLM.S Na 5840)
11. £AS&WDV 5 NOWS OF WAY AND OVER MATTERS AMWNG BUT NOT L u;ED ra THAT s NaKO ANY MY OR LOGE OF 044AR12 QR O ER ROCK IN
PLACE BEARING GOLD, 5 LK9 CINNABAR/ LEAD 7N,, aFFER OR O?W VALUABLE 4EPGlS114 6E amaD QP 9"WT0 DW WV*V PE
ABDYE PRF7//SiFS AT sw LAST-NAAaG DAT$ AE MAGE lS E: Y E.1tL im MLP E,utow RPQM new !'fR sum AAv m4 r AI£
PIPra1P Y RR
MAY BE E N7E7E'D BY 11E PR49W7AR Or ANY WON OR LOGE OF QUARTZ QR OVA R ROW N PLACE dEARNG GOLD,
S1L TIER AGAR LEAD nM 013F R Ore 07NER VALUABLE DOW= FOR IM PUPPOSY' Or EXIRACXW AAV RSMOVNNG AE OPE' AING71 SUCH WEAN OR
LOGE; 57N rH£ SAME; OR ANY PART IF/E wcr or FW/MD TO PEMr ;E; AVTER�r PASS 7fAPum QR ONP NM Im A" MVJ QPOY/1VL/ QR PREA//SFS
HEREBY GIPANTEO AND RIGHT OF NGIY FAR O7O7AE3 GYP CANALS GWSMVC7ED BY TW AUNWI Y Or VK 0W7E0 SM XM AS RESMKV IN CWIrED
STATES PATENT RECORDED FETWUARY 14 1955 IN BOOK 180 AT PAGE 341 AS RFOEAIOV Na 10211.4 (WW LLiCK PLACER iLSM.S 100)
12. RIOlT OF WAY FOR D170YES OF CANALS 00AS7TWXD BY 7HE AUNMrY OF 7HE OWED STATE$ AS REbWWO N UNTIED STATES PATENT
RECaMW OCTOBER 17 1919 N BOOK 55 AT PAGE SW AS RFCiPrt0N Na 89171 ('LES AKt 98)
13. £AMNENT AND RICHT OF Wil Y FOR ROAD AS GRANTED TO 7HE COtWrY OF RMIN RECQRDfJl A/ARQN 15 ISM N BOCK 157 AT PAG' :507 AS
R£OEPMW NO. 89562 EXCEPTANG NOMFROW 7NAr PART CONTAANED NN DEED ft-009MV AM 12 ISM IN BOAC 157 AT PAGE 58V AS AWEPPON NO.
14 EASEMENT ANO RIGHT ar wAY FOR M10NAaIT MAV£ ROAD ANO CAsnr O REEK ROAD.
16L (N7ENyaVA44Y DELETED)
16 H04 CROSS RECnt/C AS500A77 NN INC R16HT OF WA Y EA,SL� REOMXP DEMdER 1J; 1965 IN BOOK 501 Ar PACE` 571,
17. ALL MATTERS 5HONN ON 7HE PLAT OF ALTA LORA fMESTMONT COMPANY 00fPMV MAP NWROED N PLAT 15 AT
PAGE 9
18 ALL 10477ERS SHOW QN 7H£ PLAT OY' .1GS4w RANCH -1041 trwE-Y 577E mAm R£cawm FEamffy 11, 1995 N PIAT BOOL
JO AT PAGE 78 AS RE CEPMV NO. 35.908.
h/
1 ,- / 7/` 7;nV /-/ -C , 015-20M •/'J 1 •Y/r./.As . Ampmv ma
4461-94.
=XTY COWAWONERS OF PI1W COUNTX M h_ I I "EC/MM AUGUST 17 2000 AS &92PMN Afa 40195
22. CAMMENT AGRzEwDvr IrcaRow o/w- io, 2w As Rrcrpmv _:, 4sm, Am AmmwqREOMED AECEINER
2002 AS
WCEPTON NO 475626
23. HOLY MOSS ENERGY ummmouNo Rlwr OF wAy zAsadNr ASOCROM 00708AR 4, 2004 AS ARMPI&W Mo 50262J
25. [INIENTONALL Y DELVED)
[IMB1141MAU Y DELVED)
27. R/O'Ir LIF- WAY FOR AND ANY mairm INTEREST OR EASEmowS N FAVGIP Cr THF AWPAMW ONM M THE STATE or
COLORADO, THE UMTED STATES OF AMOMA, OR 77E WOW PCV_4C AMW ENS7S OR ARE aANN M 10 Onr IN AMO OWN
7HE WATERS AND PRESENT AND PAST BED A/v BANKS OF CASK£ O7mm
26 AVOWS OF THE PUBLIC AND/OR AFFECTED PRIVATE PARTS AN AND TO THE n?ff AND LMMIRM70 FLOW OF AAE NNW?
OF CASTLE Q?W£ .
29. ANY R16HM EASE? "7x N7DRES7S OR a WS W#CH MAY Off BY REiSON OF OR AMECIED BY ALE FW.LONNVG FACTS
SiNONN ON THE ALTA/ACSW AM6F'ROW3C7 SJRW'Y PUT BY 7uraf 39ARVf'YING SERNLES VA 70 4/15113 AE7YA't WT F04M ON
THE DVCRQ4Q4WG ONM SU36rCT PROPERTY.
JQ BOUNDARY CWWr AND ANY a",, Rlaf, ,, 77U C45alSVT OR INTEREST OF ANY AD OWNERS AAO LV#MAM TO
7HAr PQRmN or moxcr monixrr LASED As 'BOLA► wY L soaEEAANcr BErmmv PEERS' ON 170 50Unew PART OF ACE'
PROPERTY ON THE ALTvAcsw IMPROVEMENT SmwyPLAT BY Tur71E suTwirty sv?w= a4im 4/16/1.1
,SUBDI VISION EXEMPTION/ &wn � JT Z,,
LOT LINE ,ADJUSTMENT IDW%0811212014
0G1u;633
GRAPHIC SCALE
10 20 b
(1NFEET )
1 inch = 20 it.
HIGH POINT ELEV = 8333.06
HIGH POINT STA = 1+54.91
PW STA - 1+56.46
m
UMA
R
t
NOTES:
1. AREAS OF DISTURBANCE:
30% TO 45% SLOPES: 368 LF
OVER 45% SLOPES: 215 LF
2. SURVEY INFORMATION PROVIDED BY SGM, INC.
3. WIDTH OF PROPOSED DRIVEWAY VARIES FROM 13.0' TO OVER 16.0'.
4. UNDERGROUND UTILITIES HAVE NOT BEEN LOCATED.
H10H POINTELEV = 8333.01
HIGH POINT STA = 2+09.92
PW STA = 2+05.50
PW ELEV - 8333.03
EXISTING DRIVEWAY
PROPOSED
EDGE OF
DRIVEWAY
N DRIVEWAY PL.
HORZ. SCALE: 1" = 20'
LEGEN D
ILI
PROPOSED 8" INLET AND EXISTING
12" BY 25' LONG CULVERT TO BE
"'�-- LENGTHENED
CULVERT WITH EROSION 6.0 LF
LOG INLET AND OUTLET AND 8"
PROTECTION. INLET ADDED.
6�
8300 EXISTING MAJOR CONTOUR
- -- EXITING MINOR CONTOUR
83C)� PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
HIGH POINT REV = 8341.39
HIGH POINT STA = 3+58.80
PW STA = 3+62.33
EXISTING
EDGE OF
DRIVEWAY
PROPOSED
EDGE OF
DRIVEWAY
PROPERTY
LINE
TREE REMOVAL CHART FOR THIS SHEET:
1. ASPEN TREES: 10", 14", 12", 8", 8", 12", 8" AND 8".
2. TOTAL CALIPER: 80"
o0$1 , _04_� pa.Qm
► CQ oG g� , . ►Dasm
W
T U �W
z > ¢m0�
z �OC9J
00 r W owZpm
Q Y7
u� O0j O ?�¢w
I --i .- F u" 2m
0 N w ¢ _�
OZU N Z opF,U
�O o wnxo
HW O cro Z0uozn
L~z co 0 (Dx1--x
JW a moj(D
QU 0 NWQ
U m �mW
Uo
O U Wj
rTl
a � _
Oh
i
i
5
t
SILT FENCE ON sw
LOW SIDE OF DRIVEWAY tVr-
WHERE GRADING OCCURS e
VARIES 13' TO 16' Cml } ,rv, vi -n
TYPICAL DRIVEWAY SECTION
-NOT TO SCALE -
la" Pim LAV Qj Q-C>,U c�2 CCS -SAX' -U b-'
- ! J „_J_l
EXISTING
K= 1.56
10' VC
0
INLET AND
EXISTING
t
CULVERT
---
EDGE OF
DRIVEWAY
_
`. EXIST
I�I�,
LET ANIS
Q
�"
O
W
V�/"
Z
1 3
t
O
�
Y
X '
GRAPHIC SCALE
10 20 b
(1NFEET )
1 inch = 20 it.
HIGH POINT ELEV = 8333.06
HIGH POINT STA = 1+54.91
PW STA - 1+56.46
m
UMA
R
t
NOTES:
1. AREAS OF DISTURBANCE:
30% TO 45% SLOPES: 368 LF
OVER 45% SLOPES: 215 LF
2. SURVEY INFORMATION PROVIDED BY SGM, INC.
3. WIDTH OF PROPOSED DRIVEWAY VARIES FROM 13.0' TO OVER 16.0'.
4. UNDERGROUND UTILITIES HAVE NOT BEEN LOCATED.
H10H POINTELEV = 8333.01
HIGH POINT STA = 2+09.92
PW STA = 2+05.50
PW ELEV - 8333.03
EXISTING DRIVEWAY
PROPOSED
EDGE OF
DRIVEWAY
N DRIVEWAY PL.
HORZ. SCALE: 1" = 20'
LEGEN D
ILI
PROPOSED 8" INLET AND EXISTING
12" BY 25' LONG CULVERT TO BE
"'�-- LENGTHENED
CULVERT WITH EROSION 6.0 LF
LOG INLET AND OUTLET AND 8"
PROTECTION. INLET ADDED.
6�
8300 EXISTING MAJOR CONTOUR
- -- EXITING MINOR CONTOUR
83C)� PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
HIGH POINT REV = 8341.39
HIGH POINT STA = 3+58.80
PW STA = 3+62.33
EXISTING
EDGE OF
DRIVEWAY
PROPOSED
EDGE OF
DRIVEWAY
PROPERTY
LINE
TREE REMOVAL CHART FOR THIS SHEET:
1. ASPEN TREES: 10", 14", 12", 8", 8", 12", 8" AND 8".
2. TOTAL CALIPER: 80"
o0$1 , _04_� pa.Qm
► CQ oG g� , . ►Dasm
W
T U �W
z > ¢m0�
z �OC9J
00 r W owZpm
Q Y7
u� O0j O ?�¢w
I --i .- F u" 2m
0 N w ¢ _�
OZU N Z opF,U
�O o wnxo
HW O cro Z0uozn
L~z co 0 (Dx1--x
JW a moj(D
QU 0 NWQ
U m �mW
Uo
O U Wj
rTl
a � _
Oh
i
i
5
t
SILT FENCE ON sw
LOW SIDE OF DRIVEWAY tVr-
WHERE GRADING OCCURS e
VARIES 13' TO 16' Cml } ,rv, vi -n
TYPICAL DRIVEWAY SECTION
-NOT TO SCALE -
la" Pim LAV Qj Q-C>,U c�2 CCS -SAX' -U b-'
- ! J „_J_l
MU
orae 4+00
MAIN DRIVEWAY
HORZ. SCALE: 1" = 20'
VERT. SCALE 1" = 5'
LE
5+00
6+00
7+00
Z
Z �Lo
otD41
r 0
OD
W 1-- O N O
z Um
� z�� Z
Z W?0 W
W fA OQ At
H c: a
O�
m-^
Z nl°.
�Wol
O �W
U 0
,I S"
V
r1
z
PVI ELEV = 8333.31
8
K= 1.56
10' VC
0
d10
„AD =-15.28�V
Q
�"
O
W
V�/"
Z
W
O
�d
K = 6.22
IL
�
�
��
J
0
K = 3.09
Q}
LOW PO/NT EL£V = 8332 11
m
a
to
25, VG'
LOW POINT SIA = 1+86.4
0)
95' VC
PW STA = 4+72.58
PW STA = 6+72.87
PW STA
P ELEV
LOW POINT ELEV = 8332.
U
PW STA - 1+87.11
PW ELEV = 8331.92 LOW PC INT ELEV = 8333.00
e
PW EIEV = 8J34.15
A.D. = 8,07
LOW POINT ELEV = 8334.05
PW ELEV = 8335.31
A.D. =
LOW POINT STA = 1+3f.
6
A.D. = 10.60 LOW INT STA = 2+13.45
M
m
o
h
K = 4.34
LOW POINT STA = 5+45.62
A.D. = 2.77
K =
- -
-
-
o
0
PVI STA = 5+65.51
K = 9.02
PW ELEV - 8332.38
15' VC
PVI
ELEV = 8332.99
�+
35VC
PK Ra, 02
25' VC
f-
A.D. - 7.98
A.D. = 7.45
4
A.D. = 1.33
K=3.13
K= 1.34
m
m
W
Zo
K = 37.50
25' VC
10'VCf
y
50' VC
no
ao
It
o
o
Y
"'•
o
v
"�
m
vi
N ^'i
m
h
h)
h
°p
b
U
U>
j
j
m
m
m
m
(ij 4i (ij 4i
c4
%
m
CA) m
»
m Gni
707
.
m
.97
-4.44X
-0.14X
---
3
-4.54X 06
-
r
ON
5ci�
MU
orae 4+00
MAIN DRIVEWAY
HORZ. SCALE: 1" = 20'
VERT. SCALE 1" = 5'
LE
5+00
6+00
7+00
Z
Z �Lo
otD41
r 0
OD
W 1-- O N O
z Um
� z�� Z
Z W?0 W
W fA OQ At
H c: a
O�
m-^
Z nl°.
�Wol
O �W
U 0
,I S"
V
r1
z
PROJECT NO.
2131060.00
0
d10
Q
�"
O
W
Z
Z
W
O
�d
=
IL
�
�
��
J
0
Q}
m
a
to
0)
PROJECT NO.
2131060.00
a
107,q
TREE REMOVAL CHART FOR THIS SHEET:
1. ASPEN TREES: 10", 10", 14", 8", 8", 8", 10", 8", 8",
8", 12", 10", 10", 8", 8", 8", 12", 12", 8", 10", 10",
10", 8" AND 8".
2. TOTAL CALIPER: 226"
EXISTING
p ' EDGE OF
§ DRIVEEWAY �, y
yyySSS
PROPOSED B" INLET AND
12" BY 20' CULVERT
WITH EROSION
LOG INLET AND OUTLET
PROTECTION.
GRAPHIC SCALE
( IN FEET )
I inch - 20 ft.
NOTES:
1. AREAS OF DISTURBANCE:
30% TO 45% SLOPES: 368 LF
OVER 45% SLOPES: 215 LF
2. SURVEY INFORMATION PROVIDED BY SGM, INC.
3. WIDTH OF PROPOSED DRIVEWAY VARIES FROM 13.0' TO OVER 16.0'.
4. UNDERGROUND UTILITIES HAVE NOT BEEN LOCATED.
PW STA = 7+58.33
PVI ELEV = 8736.79
A.D. = 4.14
K 3.62
EXISTING DRIVEWAY
HIGH POINT ELEV = 8337.58
HIGH POINT STA = 8+62.42
PW STA = 8+74.51
PW ELEV = 8337.58
An - -901
,P{Rc1YOSED /
-EDGE OF J
DRIVEWAY
AIN DRIVEWAY PLAN
HORZ. SCALE: 1" = 20'
LEGEND-
8300-
EGEND
8300 EXISTING MAJOR CONTOUR
�_�... EXITING MINOR CONTOUR
8300 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PVI STA = 9+11.10
PN 47FV = RTTR SR
PROPOSED
EDGE OF
DRIVEWAY
EXISTING
EDGE OF
DRIVEWAY
VARIES 13' TO 16'
PROPC
" EXISTING-
. "DGE OF
;:P.:IViitRAY.
00
V
cn._
e
ire t'IM,
PROPOSED
EDGE OF -.� '•..a-' _ ..
DRIVEWAY
r �
0
ARF 3"
"WS5
V
TYPICAL DRIVEWAY SECTION oSCALE
75.7
UCFZn
IANC ; c
93 yN i
A1.
72.87
Ld
U WW
aL°F-
"I I'm -
PN ELEV = 8336.58
§00:j
I
/J
VD
PVI STA = 7+74.68
INN
1120 w
zu N z
---
--'
K = 8.81
ND�W
:jx 00
A.D. = -348
1)�- (D
DZ 0 p
NWWO
DXF fx
J W ,-- V
070 j0
R'¢Ir
¢U m
U I
c5
DmU p
0
Q WZ
co
U
z
Z
w?to
W
W<a�U
_
=
35.31
W to op
A.D. = -3.57
log
�'
J
og
m^
PVL ELEV = 8337.54
hn
Wm
O
"OZ
K = 7.19
U
0
Z
PW STA - 9+68.95
a
V
z
�W
M
��
a
7
K = 00
7.
to
A.D. _ -4.50
25' VC
~
25' W
PW ELEV = 8332.94
K = 3.34
A.D. _ -3.19
25' Wm
K = 1567
m
50' VC
HIGH POINT
PO/NT ELEV 8328.54
HIGH Po/NT
8J29.45
LOW POINT ELLY=832
46
80
EEV= 8328.
HIGH PO/NT STA = 11,141.60
POINTSTA=1+5194HIGH
POINT
PW STA
STA 12+00.11
= 12+02.43
m
m
°
LOW PO/NT STA = 10+
PW STA = J 1 t30.19
PW STA = 11+6233
PW E
= 8329.77
PW STA
12+51
+o
h +
ao
^
n
m
W
W
m
M
.10
Phi ELEV = 8328.66
PW ELEV = 8328.47
m
W
y
W
tiv
ti
PW STA = 10+38.2
PW STA = 10+86.26
_ -
A.D. = 3.83
A.D.
_ -7.48
PW
= 8327.
n
' m
m
0
m
A.D. = 10.12
-
A.D. = 3.78
K = 5.96
=
'
49
K =
11.23
O.OSX
m
m
q
K = 2.47
K = 9.26
30' VC
30' VC -�
�-
VC
0.40X
4
%
-2.79%
ki
o
25 VC
.55 VC
o
3"
VC
97
h
o O
N
0
W
•.
W 0
m
H
j
,'
qQl
m m
U
m
0.
^o
hyo
all
a
rrsaa
9100 10+00
MAIN DRIVEWAY P
HORZ. SCALE: 1" = 20'
VERT. SCALE 1" = 5'
if -f-00
12+00
L
Ld
U WW
aL°F-
Z >
Z
PpQ � LZF
§00:j
U� OD
<QpYD
L0 0 F
J
cnAw
W�
INN
1120 w
zu N z
°oFi
rO 0) 6
ND�W
:jx 00
ZpOZ
1)�- (D
DZ 0 p
NWWO
DXF fx
J W ,-- V
070 j0
R'¢Ir
¢U m
U I
c5
DmU p
0
Q WZ
co
U
J
m
w O
n
Z
INN
1120 w
L
Z
..N
�
re
ot001`�
ZZ
W
•
W
i
W
Z
wO0o
soh
o
u
co
-�
z0I
z
Z
w?to
W
W<a�U
_
=
W to op
z
log
�'
J
og
m^
Z
hn
Wm
O
"OZ
U
0
Z
=
a
V
z
�W
n
PROJECT NO.
2131060.00
C 1.2
LO
co
c__)
C -D
INN
W
�
o
ZZ
•
W
2�
_
z
=
�'
J
O
WO
Z
Z
�W
M
��
a
F
to
PROJECT NO.
2131060.00
C 1.2
LO
co
c__)
C -D
20
ul;
U)
os
h
UP,
E -q 1
ul
wl
U)
0�
U!
o
'PROPOSZD�--B" IN SWALE INLET AND
12" BY- �4 ' LONQ___
CULVERT -WITH EROSION
lau-_1 G INLET I
MANMADE
BERM
PROPOSED�
EDGE OF
i �y,
Sc�
----------
EXISTING
DRIVEWAY
-gliq PENCE- ON
LOW �IDE OF
_�RE GRADI OCCURS.
R DRIVEWAY
A
R�"TO BE RECLAIMED
V T -NATURAL VEGETATION
, 0
-,WITH;-A. SMAL
L WALKING
TRAIL.'—-,.
EXISTING
DRIVEWAY
_4
L
A-REA TO BE RECLAI ED
REGRADZ END OF <
p-1 TO NATURAL VEGETAT 0 EXISTING DRIVEWjNY
WITH A SMALL WALKING
S UNU4
TRAIL. SO IT I
��sy
FOR AC
MAIN DRIVEWAY AND CABIN
PLAN
HORZ. SCALE: 1" 20'
'H POINT E _EV = 832840"
POINT ELEV = 8J28 54
-
z
117-
w POINT s7A = 11+41.6-40"
ST
PON7 A - 11*51'94
PW STA = 11+62.JJ
W
z
0
a
W
PV7 STA - 11+30. 19
w
" 00
If
W
z
w
P o
U
0
U
PV7 ELEV = 8J28.66
PW ELEV 8328.47
z
713
—Z
w—to
w
W
> x r,
< (L to
A D = -,5 04
A.D. 3.8J
w (0)
u
0
Z
K = 596
K /.arf
:)
; ul
0
W
Z
(L
30, vc
30' w
PROPOSED
x
0
0
0
GRADE
u
w
z
C
0
(L
M
ll:VR
to
IL
V)
Gq
21X
--------
- --
2. Ix
EXISTING
GRADE
CIS
N
GRAPHIC SCALE
( IN FEET )
I inch = 20 tL
rpalzoi
MAIN
13*00
FRIVEWAY I
HORZ. SCALE: 1" = 20'
VERT. SCALE 1" = 5'
OFIL
14+00
8J40
m
8J20
14*59.44
UPDATED TREE REMOVAL CHART FOR THIS SHEET:
1. ASPEN TREES: 9",g", 10", 10", 10", 12", 12" AND 12".
2. TOTAL CALIPER: 84"
3. SEVERAL OF THE NEW TREES ARE VISUALLY DEAD.
LEGEND -
EXISTING MAJOR CONTOUR
EXITING MINOR CONTOUR
8300 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
NOTES:
1. AREAS OF DISTURBANCE:
30% TO 45% SLOPES: 368 LF
OVER 45% SLOPES: 215 LF
2. SURVEY INFORMATION PROVIDED BY SGM, INC.
3. WIDTH OF PROPOSED DRIVEWAY VARIES FROM 13.0' TO OVER 16.0'.
4. UNDERGROUND UTILITIES HAVE NOI BEEN LOCATED.
EXISTING DRIVEWAY
6.5' TO 8' 6.5' TO 8
2%
IL�
ly U
W Z
z > <
0 0 r, LZ, >, Ld
� 1<1 OD 0 <0
L) M 0) ao�
7 Ul o
00 (N <0
zu N z 08
rloL q) � Lol 1)
=�x 00 Ld 0
F -W 0 [1 Z�_
1)1-- (a Fnw
z 00 1? :)m
-jw
i ", mo
< u m M�
U) -Aw
ae _J10
0 <
u
_j >
z �4
d
a
z
117-
0
<
W
z
0
a
W
0 in
0
w
" 00
If
W
z
w
P o
U
0
U
0
w
5 to)
z
713
—Z
w—to
w
W
> x r,
< (L to
U
w (0)
u
0
Z
m!c)
r, �z
:)
; ul
0
W
Z
(L
u
0
x
0
0
0
w
PROJECT NO.
2131060.00
C 1.3
WE
a
117-
0
<
W
0
0
a
W
<
Z
x
If
<
0
W
tj)
_J
Z
Z
W
0
u
r
IL
(L
z
:D
0
0
0
w
u
w
z
C
0
(L
M
to
IL
V)
PROJECT NO.
2131060.00
C 1.3
WE
Q6
t
E
Ck
EXISTING
INLET AND
CULVERT
GRAPHIC SCALE
10 20 +0
( 1N FEET )
1 inch = 20 ft.
HIGH POINT ELEV = 833J.06
HIGH POINT STA = 1+54.91
PVl STA = 1+56.46
PVI ELEV = 8333.31
NOTES:
1. AREAS OF DISTURBANCE:
30% TO 45% SLOPES: 368 LF
OVER 45% SLOPES: 215 LF
2. SURVEY INFORMATION PROVIDED BY SGM, INC.
3. WIDTH OF PROPOSED DRIVEWAY VARIES FROM 13.0' TO OVER 16.0'.
4. UNDERGROUND UTILITIES HAVE NOT BEEN LOCATED.
so
HIGH POINT ELEV = 8333.01
HIGH POINT STA = 2+09.92
PW STA = 2+05.50
PW LZEV = 8333.03
AD. = -6.43
K - 1.56
EXISTING DRIVEWAY
HORZ. SCALE: 1" = 20'
LEGEND-
8300-
EGEND
8300 EXISTING MAJOR CONTOUR
-- -- EXITING MINOR CONTOUR
ov PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
HIGH PO/NT £LEV = 8341.39
HIGH POINT STA = 3+58.80
PW STA = 3+6233
PN ELEV = 834320
AD. _ -15.28
PROPOSED B" INLET AND EXISTING
CULVERT TO BE
12" BY 25' LONG
LENGTHENED
gm
9"
VARIES 13' TO 16'
6.5' TO 8' 6.5' TO 8'
2%
^l. -
TYPICAL
FINISH
SURFACE GRAVEL.
TYPICAL DRIVEWAY SECTION
-NOT TO SCALE-
WHEREl GRADING OCCURS
ff.rilli
3+00
Mul
� DRIVEWAY PF
HORZ.
SCALE:
^l. -
= 20'
-
ro V�
1"
= 5'
0
r..
V
n = o.«
_
N
Z
,. N
J
0"aj
pM
O
a
a
Lil
Z
w0D0
1-0
NU°'
O
U
z0IL
Z
Z
w?�
w
PW STA =
�mm�=
K = 3.09
LOW POINT ELEV = 8332
11
Z
Oo��
M
N N
95' VC
IWC
-
O
'�W
PW STA = 4+7258
0
=
a
2
PVI STA = 6+7287
PW ELEV =
25' W
LOW POINT STA = 1+86.4
PW STA = 1+87.11
PW ELEV =8334.15
LOW PO/NT ELEV = 8334.05
PW EZEV = 833531A.D.
_
LOW POINT ELEV = 8332
PVI ELEV = 8331.92
LOW P
NT ELEV = 8333.00
A.D. = 8.07
LOW _ 62
A.O. = 2.77
K =
LOW POINT STA = 1+31.6
A.D. = 10.60
LOW
INT STA = 2+13.45
A
m
K= 4.34
W STASTA5+6551
K= 9.02
P14
SrA 2+17
o
v
04 STA 146 W
PW LLEV = 8332.38
15' VC
PW
BEV = 833299
_
35' VC
_
AD. = 1.33
25' VC
A.D. = 7.98
A.D. = 7.45
K= 1.34
W
K = 37.50
n
-NIo
K=3.13
50' VC
"�N
o
10' VC
�n
1cj
h
m
A
n
h
m n
In"
a
1d
25' VC
M
�82i�
W
m
707%
97
-
-0.14R
3
X
-4.54X .06
o
�N
no
on
oa
oh
oh
o
p�
o0
her
Mh
raj
ci
d,"
g�
"'Oi
<d
"civ
rv�jA,
m
q'm
�m
mm
mm
m
7+nn
ff.rilli
3+00
Mul
� DRIVEWAY PF
HORZ.
SCALE:
1"
= 20'
VERT.
SCALE
1"
= 5'
✓rw
or
W
Z 'z
0oro
u1a0)It
PorF
0o Cv �
z� N z
�Ocy)0
7tt O �
-W O o
z 00 0
W
QU
U Lr)
0
J '-
!Y
mea '-
z
U
p
z
Z
0
ZZ
F
W
0
r..
V
�
_
N
Z
,. N
J
0"aj
pM
O
a
a
Lil
Z
w0D0
1-0
NU°'
O
U
z0IL
Z
Z
w?�
w
�mm�=
Z
Oo��
M
N N
IWC
O
'�W
U
0
=
a
2
Q
p
z
0
ZZ
F
W
0
_
N
z
o
ZW
J
pM
O
a
a
(D
PROJECT NO.
2131060.00
TREE REMOVAL CHART FOR THIS SHEET:
1. ASPEN TREES: 10", 10", 14", 8", 8", 8", 10", 8", 8",
8", 12", 10", 10", 8", 8", 8", 12", 12", 8", 10", 10",
10", 8" AND 8".
2. TOTAL CALIPER: 226"
J _ _
eC
PROPOSEDl
EDGE OF -\'J
DRIVEWAY
EXISTING J
EDGE OF
DRIVEWAY
GRAPHIC SCALE
10 20 10
(IN FEET)
1 inch = 20 ft.
NOTES:
1. AREAS OF DISTURBANCE:
30% TO 45% SLOPES: 368 LF
OVER 45% SLOPES: 215 LF
2. SURVEY INFORMATION PROVIDED BY SGM, INC.
3. WIDTH OF PROPOSED DRIVEWAY VARIES FROM 13.0' TO OVER 16.0'.
4. UNDERGROUND UTILITIES HAVE NOT BEEN LOCATED.
PW STA = 7+58.33
PW LIEV = 8336.79
A.D. = 4.14
K = J62
EXISTING DRIVEWAY
HIGH POINT ELEV = 8337.58
HIGH POINT STA = 8+62.42
PVI STA = 8+74.51
PW ELEV = 8337.58
An _gni
PROPOSED 9" INLET AND
12" BY 20' CULVERT
WITH EROSION
LOG INLET AND OUTLET
PROTECTION.
PROPOSED
EDGE OF
DRIVEWAY
EXISTING
EDGE OF
DRIVEWAY
HORZ. SCALE: 1" = 20'
LEGEND-
8300-
EGEND
AN
8300 EXISTING MAJOR CONTOUR
- - --- EXITING MINOR CONTOUR
8300 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PW STA=9+11.10
PIA F/fV = RIiR.SR
1+00
VARIES 13' TO 16'
.k_
PROPC
<' -t':-EXIST LNG
DGE OF
/ DRIVEWAY -
1 00
_ � Y
ti
PROPOSED
EDGE OF --
DRIVEWAY -'"-
V
ARE O
TO T
WIT
_ -
u
AM5 y��
TYPICAL DRIVEWAY SECTION
-NOT TO SCALE -
tS' ;
Z_, e„+ yam/
72.87
SCALE:
II, J,A - /TVTAL
PW ELEV = 8336.58
= 20'
I
1J
YL
PW STA = 7+74.68
V
V)
--- ---
K = 8.81
,. N
A.D. = -3.48
OII
z
0
W
Z_
w0N
-U
O
u
Uz��
ZZ
z
W>WZ
0
is
w m o
u
35.31
_
A.D. _ -3.57
I-'
mom
n7
or
^Z
✓
PVI E.EV = 8337.54
O
"6z
U
K = 7.19
x°
iL
�=
V
PW STA = 9+68.95
OZ
9..
I
W
D
a
F
�E
7
K = 7.00
IL
�C
AD. = -4.50
25' VC
PW ELEV = 833294
K = 3.34
25' VC
A.D. _ -3.19
25' PC^
m
K = 15.67
50' VL'
0
Po/NT £LEV = 8328.54
HIGH Po/NT
= 8329.45
4
N
HIGH
HIGH
POINT ELEV = 8328.58L`
Po/NT STA = >1+41.690
POINT STA = 11+51.94
HIGH PO/NT
TA = 12+00.11
o r
o
d
m
v
m
j
°
m
n
o
LOW PO/NT ELEV = 832
F.
PW STA = 11+30.19
PW STA = 11+62.33
PW STA
= 12+02.43
LOW POINT STA = 10+
.10
PW ECFV- 8328.66
PW ELEV = 8328.47PW
ELE
= 8329.77
PW STA
>Z+51
PW STA = 10+38.2
PW STA = 10+86.26
AD. 3.83
A.D.
_ -7.48
PW
= 8327.
_ -
C4
W
m
m
m
A.D. = 10.12
_
A.D. = J.
K - 5.96
brJ
'
K
11.23
4�
0.05%
K = 2.47
K = 9.26
30 VC
30' VC
VC
0.40X
4
%
Et
-2.79%
�i
o
25 VC
35 VC
VC -
97
a
o
h h m
o
N
o
'627
h
NI•
M �
�
�
�
0��j,
^
"�� �
�
lmu tij
j
y
lii
�
m
rH�
V
�
m
4.45X
0.678
moo
9+00
10+00
J DRIVEWAY PROFIL
HORZ.
SCALE:
1"
= 20'
VERT.
SCALE
1" =
5'
11+00
12+00
Ir U
W
Z
Z Z>
ggro 0
Uo0)00
,0 ?
LLj-Fw N
p0(V� a
ZUNZ N
ro . o m
JErO0 Z
�
F 0 o N
z co , :)JW - 4 m
Qu m N
u Ir _j
O u
d >
C)
0
PROJECT NO.
2131060.00
C1.2
m
C-0
v
0
Z
V
V)
Z
,. N
F2
OII
z
0
W
Z_
w0N
-U
O
u
Uz��
ZZ
z
W>WZ
0
is
w m o
u
_
Oa
I-'
mom
n7
or
^Z
✓
Is
�0
Gj
O
"6z
U
J
x°
iL
�=
V
0O
OZ
9..
I
W
PROJECT NO.
2131060.00
C1.2
m
C-0
v
0
Qm
z
U)
ZZ
0
W
U
or
W
:D
J
0O
OZ
W
D
a
F
�E
IL
�C
PROJECT NO.
2131060.00
C1.2
m
C-0
v
m
u
xk
MANMADE
BERM
. \
PiiOPOSED 8" IN SWALE T' 9' LAN INLET AND
12" 1
i CULVERT WITH EROSION
INLET..: AND OUTLET
" PROT-ECT ION.
NG
' PROPOSED
AY EDGE OF
10
EXISTING
DRIVEWAY
i
»+,..---SILT FENCE
1 `
LOW�,SSIDE OF
R
R
� VEWXY
t
0
BE,RE D �RADI DOCCURS :'�.,,
w-
._ .� ` — —
NST kA!
ETATING� „,/ 3_.. ► ��.-�..�- '/--.'t \` \ ~•
t-. TRAIL
-
_ti G
---Ser'J � � _ _ `-:.\ - v.p 1 �. �,�_. ._._,_ �/' ;r :.fdk&' EXISTING
a �
';`.,�,-'`' �..,�✓h ---` r,_,. _ r. :r PRIVEWAYILI
1 � p
r-
AREA TO BE RECLAIMED REGRADE,�"`Ej�jDF
TO NATURAL VEGETATION ' ---_.5
EXISTING DRI W Y `..
t WITH A SMALL WALKING
,1 (�- SO IT IS UN�IS
'',, TRAIL. FOR ACCS.
l J c} G
ND CABI
PLAN
HORZ. SCALE: 1" = 20'
W POINT ELEV _- 8328.58L0
POINT ELEV = 8328.54
Z Z
Op r W
j00 -i
W,,zF-
uo 0) 0
Q 2D
Z°a�aW
4= jWO r- F-
p0N2w
cnp2m
><M
W POINT STA = 11+41.6 0
POINT STA = 11+51.94
W 67 —
o
ND�W
Z00Z
O
FW 0'D
, N
DZ 00 O
j�Fx
PN STA- 11+30.19
PW SIA = 11+62.33
U O
amX0
Z
Ww
Z_NOO1U
�0
h
PN ELEV = 8328.66
PVI REV = 8328.47
z
Z
W z 0
W
A n =
A.D. = 3.B3
W(Ao
0MO41
Z
K = 5.96
K AWe
�Wo
JO YC
30' l'l;'
PROPOSED
0
4
�Z
V
GRADE
nn
2
a
h
a
n m
y
21%
EXISTING
GRADE
(s
o
Lri
12+00 13+00
MAIN DRIVEWAY PROFILE
HORZ. SCALE: 1" = 20'
VERT. SCALE 1" = 5'
GRAPHIC SCALE
10 20 10
( IN FEET )
I inch = 20 tL
14+00
0
8340
&U0
8320
0
m
14+59.44
UPDATED TREE REMOVAL CHART FOR THIS SHEET:
1. ASPEN TREES: 9",9", 10", 10", 10", 12", 12" AND 12".
2. TOTAL CALIPER: 84"
3. SEVERAL OF THE NEW TREES ARE VISUALLY DEAD.
LEGEND-
EXISTING
EGEND
EXISTING MAJOR CONTOUR
- EXITING MINOR CONTOUR
�o PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
NOTES:
1. AREAS OF DISTURBANCE:
30% TO 45% SLOPES: 368 LF
OVER 45% SLOPES: 215 LF
2. SURVEY INFORMATION PROVIDED BY SGM, INC.
3. WIDTH OF PROPOSED DRIVEWAY VARIES FROM 13.0' TO OVER 16.0'.
4. UNDERGROUND UTILITIES HAVE NOT BEEN LOCATED.
EXISTING DRIVEWAY
6.5' TO 8' 6.5' TO 8'
�2%
Z Z
Op r W
w
W
U WW
z p
Z Z
Op r W
j00 -i
W,,zF-
uo 0) 0
Q 2D
Z°a�aW
4= jWO r- F-
p0N2w
cnp2m
><M
zu N z
06F7
W 67 —
o
ND�W
Z00Z
O
FW 0'D
, N
DZ 00 O
j�Fx
�w - a
QU (,)
m 0 jU
LL X
NWa
U O
amX0
Z
Ww
Z_NOO1U
U
Z
w
in
Z
, N
O 0)
I OD
O
Ww
Z_NOO1U
�0
o
z��
z
Z
W z 0
W
W(Ao
0MO41
Z
m^
h n
�Wo
�13Z
U
0
a
�Z
V
nn
2
cl O dp w
¢� Z =
_J ZZ W
o���
i �d �
o pw J
Z }IL
4 Lo
Q.
[A
PROJECT NO.
2131060.00
C1.3