HomeMy WebLinkAbout4.0 Sketch Plan2179-012-00-208
2179-012-00-564
LEGAL DESCRIPTION
>N a)
> -to'-0 C
0
-c 0 N 03 0
Li.I (TS0 0 5 0 N
(n a3 0 .� O . otll
CO (n N a 0 t C U
t � -0 'o ° 0. � .0a)
(/) 0 0 0_ a3 0 • L.
't LO C 0 0 V N ._
0 0 V L--, _c co 1 O
C .�, 0 '^ O O
11 E;
rci
O 0 E (n (E 0. ,- N
wCO
o U TN C O N>>
(n _0 .- )O
0 oaf cow a)mo5g
.4 '6 2 .6 5 8 2- CO
N O N, 00
L W O_
N 7 To 0 (0 N C U) U)
0- co C N i0 0- U U
U
0 (n M M C C
O C.O0JONL a)
w C n o -o rn
C L a o U 1 0 0
- o
O 0 = co (3)
`D+ 0 E(o VNV
3 0 .-. 0 .0 N V O co
C>V) -O E Co > >M>
N N a3 a3 'O (co > >
'O6 • C) '6 N C �' M
0 O O= 0 J CO �
L C
<1003 2=ww(/)
-o C°
0
0 rn
U
C
O
>a
a)
`° o
to
O N
0
C
J co
L.., N
o o
0)
0 W
_
C
o
O
Can
o CO
Z
03 a)
O C
a C
0
71.
N
N C
M C/)
ui
a)
U
a3
O
N-
CO
Lo
O
a)
0
a)
a3
C-
o
IC)N
0
O
M
N
U)
C
co
C
O
U
C
m
O
m
C
a3
>C0)
0O) 0
C
O
C O
a)O
m E
co O
To
N-
CD
L
CURVE TABLE
DELTA
3°06'24"
24°33'37"
78°01'33"
48°11'23"
39°02'46"
48°11'23"
78°01'33"
0°22'45"
9°26'27"
9°32'24"
8°07'35"
9°26'27"
0
r
N
M
TANGENT
7.46
47.02
20.25
11.18
17.73
11.18
20.25
0.71
N r
6 6
22.89
N N
N
RADIUS
275.00
216.00
25.00
25.00
50.00
25.00
25.00
216.00
275.00
325.00
275.00
325.00
75.00
LENGTH
14.91
92.59
34.05
21.03
34.07
21.03
34.05
1.43
45.31
54.11
39.00
53.55
Co
v
CURVE
N
C3
C4
to N
C7
C8
0, O,
- N
M
U U
U U
U U
U U
U
LINE TABLE
BEARING
N45°12'12"W
845°12'12"E
LU w
N00°29'54"W
N00°29'54"W
Co M
N N
O O
Z Z
LENGTH
0 CO
38.40
76.90
54.25
76.92
N
W
L1
L2
L3
L4
L5
L6
Z
J
O
O
M
O
O
N
O
O
O
O
O
W
U-
z
J
/0
v)
0
2
0
I—
W
W
U-
N
W II
U-
O >
W
I-
II Z
C.)
0
0
W
I-
0
z
C
0_
a)
U
a)
a)
C
a)
co
a)
0
rn 3C3
c rn
a3 c
C C
V U
a3 C
o
M
4.3. 0
0 0
Z
0 0
m (1)
U)
oC'n
a3 a3
0 N
L O)
— C
L
N X
(.0a)
0 0
—
a3
L_
a3
a)
0 0
c
N
a) 0
c
C
c
C C
C 0
C O
co C
O
U
M
O 0
a2iZ
cu
0
C6=
C
,� O
a)
N
3
E0 0
N C
CO N
0 X
>L.
L O
co as
L d
N a3
c
Q 0
U
N 0
0 0
L
O
d U
0
0- U
0 a3
5
co
0
a)
E
0
N
a3
W
a)
c
C
0
a
Q)
C
T
0
O
U
a)
0 0
>�
C
0 m
a) 0
� 3
Survey Monument as noted
Property Corner
Area of No-Distrubance (Existing Wetlands)
C
0
E
a)
N
co
W
a
0
U
O
a)
SLOPE LEGEND
C
0
0
a
C
W
0
O)
a3
Co
0
co
0
C1
a)
0
0
U
O
O
O
N
N
N
O
CO
O
0
LAND USE BREAKDOWN
54.88 Acres
6
N
0
ai
U
a3
0 0
C
.) m
0 c
N 'O
a)
0
aco_C
Q Q J 0
Q a7 a) N 5-0
b._E --
NC .
.E6)
_i O o
N C a a
9> 0
W a`I-a`a<
•
194,06' •
,176•Z0Z M„Z9,9£000N
27+13.91
26+00
25+00
,b0'E6Z
,IE•EOZ M29,99.00N
3„E£,9So80N
6L
'09'26"W
165 07'
a„ EE,9So80N
„ E,99o80N
13+00
11+00
M „b9,6Z.00 N
10+00 9+00....._...
I AR R6AI3 50'R6W
ZE'L81. M„179,6Z.00N
,L£ LL 6 .M„49.6Za00N
Ao.40
OHE
-------- SHE
•L7 AA
oHE
2179-111-00-547
I-�
74)
czt
Czt
77 4)
PO Box 110
Silt, Colorado 81652
(970) 876-5944
Z O
— W
W N
CttUi
0 C
W
iAz
Z
<Z
"u W
Z
WM� I"
J
N
IQ O
U
O�
U
Z1.6n
Wa
W u►
Z G
Z Z
11W
a'
2'4?
-
Ux
0
m
ON
ui FW„
Nu
IA m
dx
0')z
0z
DRAWN BY: fsw
O
N
O
I I
W
J
U
CO
0
U
N
N
M
N
I—
U
W
0
0
N
O
I—
W
LLJ
d
0
Qm
0
>-
=
= m
U
w
am
REVISION
W
H
Q
0
uOw
cez
2179-012-00-208
2179-012-00-564
N
d'
N
O
N
O
N ;O
O
01)N -
CV N
LEGAL DESCRIPTION
.o
O
?\5)
(nO
co co
LQ
7
U .)
C CE
O(6
� O
C Y
0 C
U O
O O
� U
E°I To
?) U
• 0
C L
a co
a)
(-TS
• O
N
a 0
C
N
O
U
O>
--
Q CC
2179-013-00-357
.05
m
0 C6 N
W
O C a)
• -c
d 0)
N C C
C 'C
O
o (6
O a)
L a
-O O C
C N a)
(I) V• •
U
N C6
E D_
�N C
a
a c
o
No
U OCll N.
M
C N
-5 0 U)
U J
a y Q,
co O U
m
O 0 E
3
▪ O E
COW
0•C
a w E
U)Co
O O) a
-c .c c
O C C6
O '� co
L
U m
a)
U
a C
N Y
Cco4-7
a) (V
w U
C
N •L
a V
N
U • w
a)
0
• O O
• O
a)Lo
oo N
o U M
co m LO
y �
LO 0 U
CO M C
°ON a)
O rn
Z0) •
• co
co N
N O 00
V
(O
O CV V
C C`')
O J 0
a) w
• co cv
W (n
a)
U
a)
0
N
w
O
r-
0
N
O
0
O
U)
a)
a)
U
c
Yc
a)
a)
co
co
co
M
M
LO
N
0
Cf)
(n
Co
N
O
a)
J
c
7
O
Cn
a)
c
0
C
O
Q
Co
0
O
0
co)
N
N
M
CO
M
LO
Cn
O
C
O
a)
0
a)
a)
0
N
coW
0
O
CO
Z
a)
C
J
0
O
U)
a
Ca
N
O
C
O
Co
a)
U
C
a)
LINE TABLE
BEARING
N00°35'52"W
N24°23'35"W
N05°40'49"W
N05°40'49"W
N20°30'00"W
S20°30'00"E
N00°35'52"W
S53°09'50"W
W
iDN
S00°35'52"E
S00°35'52"E
S00°35'52"E
N05°40'49"W
N05°40'49"W
M m
ih O
N
4 M
N
N
Z Z
LENGTH
LO C
8.82
10.49
58.43
58.43
45.36
62.80
37.32
62.80
13.17
12.77
32.59
18.73
t+?
CO N-
M
CO LO
C O
N
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
N
CO
L151
J J
J J
—X X
2179-013-00-297
CURVE TABLE
H
J
Li
a
0
-----------
-------------
N
Co Co(h
V��
0 in
CO N
N N
N O
Co d'
V CO
m n
Co V
Co O
O N
N CO
N N-
to O
M M
Co N
V V
N-
CO CO
CO to
N O
N co
N
CO °V
CO CO
r C
er M
V Co
O V
CO
0) CO
n to
C- tD
O O
N N
CO CO
N-
17°28'58"
35°22'39"
----
----
n N
Lb N
ID N
N
N- O
1-
a n
t O
at Co
O �-
0) N
.- ,-
9°20'30"
98°02'27"
---
-'---
CO LO
N CD
O) Co
� of)
N T-
N to
N M
Co 2C
N •V
iD CCO
V N-
81°57'23"
12°44'11"
----
O
N N
Co
V LD
r C
0) O
0) N
CO
N C
O ?,--
CO .--
TANGENT
35.19
17.24
20.49
53.09
'7 CO
O M
4- t
t0 "
O tD
to
72.69
68.09
CO LO
C O
N
CO N-
M C-
CO to
CO LO
N CO
C 0
CD CO
7 0
N
36.46
23.12
14.30
23.02
13.70
8.93
CO CO
M 7
0N() cri
17.37
25.11
N- Cr
N r
Oto
74.94
50.57
RADIUS
20.00
75.00
475.00
975.00
205.00
20.00
20.00
75.00
75.00
75.00
75.00
20.00
20.00
205.00
275.00
325.00
275.00
275.00
216.00
216.00
00 0 0
c N
525.00
525.00
0
N N
20.00
225.00
325.00
275.00
275.00
325.00
LENGTH
42.16
33.89
0 CO
O O
CO O
79.09
27.39
21.55
49.36
CO
tO O
c
N N
0) CO
r O
N M
83.91
200.67
34.87
50.03
72.24
46.06
CO
N
CO C'
N M
27.40
17.86
99.21
27.51
N
CO O
N to
M V
O CO
O N
146.33
100.34
CURVE
U N
0
C3
C4
LO CO
0 0
C7
C8
0) O_
0 0
`-' N_
0 U
C13
C14
N CO
U U
C17
C18
O N
000000
N N
CO CO
C25
C26
C27
C28
N OM
U U
C31
C32
i
2179-013-00-329
O
O
M
O
O
N
O
O
O
O
O
W 111
(Ni
W
W II
W J
J O
O w
H
Cl) II Z
U
Z
< 0
• U
0
w
I-
0
z
a)
a)
U)
a to
C O
o C
> N
• 3
m °)
O
'T< • N
CO
a) O
•COco
a)
• Ca
C vi
o .Qc
m
Co U N
a) a) 3
Ca O)
L
Co
• N U
O O U
coM
- m
• 2
• Z
a)
O)
co
Ca
a
a
co
0
a)
0
in
N
m
0
C6
Co
to
CO
0
a
N
M
0
O
Z
a)
a)
U)
0
C
co
m
O)
N
X
a)
0
co
m
co
C
d
U
0
C
a)
a)
Co
a)
concerning wetlands.
3. All areas marked as "Area of No -Disturbance" shall be
a)
a)Lo
c N
�
0) 2
0
Co
a)
co
co
C
O
a
co
c
'5
CT a)
as co
C 4)
.@
O
m 0
C
C
O
U
a
0
-0o
C
m
3
O)
co
U)
>a)
a)
0
CO
.0..
• LLI
Ca
> .�
L
U co
LL O
CO
c
• C.)
Co L
O 3
m _
O C
U),O
to U
Co a)
CO co
L O
H a)
✓ J
co co
Z
iZ
U)`0 0
v U
0 E
•
`- c
Co (o
co
o 3 > CO
U j a N
w
0 0) o
Z
0
z
fwn
w
J
Survey Monument as noted
_c
C a
(o
O 0 a)
a)00C
'C
cw
[L o O
n N
P 0) a)
c(o E
(6 c
'2
Sow
Property Corner
---5710. - N00X-_- 6 —c
i
xx x
)pHB —SHB- _-------;3HO ONO
Ho -)4---- —
•
x x —x
1042.79'
3L10 X 3P40
LLG 12'
a)
d
H
-0
o8
E
N
=w
Area of No-Distrubance (Existing Wetlands)
Proposed Easements
>Q)
SLOPE LEGEND
a
C
w
a)
O)
CE
ZA
0
co
a)
Q)
C
Ca
O
0
U
co
CO
O
O
O
O
CA
O
O
O
O
0
LAND USE BREAKDOWN
54.88 Acres
6
C)
a)
co a• a))
m
o 0
a co
C W
O a)
C 0
o
T
>
O
U
a
3l;" -X7IIO X 3H0 3 300
X • xX X
214.21'
- x x
=1s " 1.2612 HO
x 3//OX
I
c a
co
c
O U a)
.0 C
c
m co
>>
n 0 n
C
C
� C-073
�1 0
C
C
E °• -o
O
U -0
=13 C
▪ LE 2
L O C/)
7
O a
Cn C
0
W
O UD
Z - =
CV 0_-5
co 0.c
rn
C. Em
tea°
C
o
10 3
Y (fl
- O N
rY
0 Z
208.85
1107.6—
CV
°Cr+
0
CO
CO
00+z
00+9Y
T
a)
°35'52"W
3"LE.L1-0LLN
' -/O2°32'42
i�
800°55'16"E
208.44'
`\
x
N00°35'52"W /
>a a),,0
> O)CD
0
o --
�
C
O 0
M
x 165.35
\N>> ,gam
--x
x
‚CO
------ ---moi
OHE_
0HE
N./
N
��, � �3,s..°3�%rte?m.'• �s�%3
V
..;
1/l1\l\ //;
O T
c)
O
U
o' o
0U
3 a
L
O • co
U)0
2179-111-00-547
PO Box 110
Silt, Colorado 81652
(970) 876-5944
Vu)
)
Z O
— W
W N
Q
VO
O 41�N
W
VJiA
Z'
W
Z
M�
I'
• U
O �
U O
u
Zn
Et
W a
W u►
Z°
Z Z
WW
mI�co
2to
d'
ct
x
O
O
O N
W
N u
▪ Z
m Z
Z
DRAWN BY: fsw
d'
N
N
a
I I
W
J
U
(n
712
0
U
M
N
H-
U
0
0
N
O
N
I-
W
Lu
(n
Cluster Sketch Plan -Alt 2.dwg
N
n
O_
S
Z O
U
W
0 0
0
Qm
0
>-
S
S m
U
W
am
REVISION
1-
Q
0
Ub
w
ce Z
0
0
0
0
0
0
0
<n
0
N
0
N
cn
0
w
0
0
w
C)
0
+
0
0
+
C)
0
C)
0
0
rn
0
0
0
0
+
C)
0
CO
0
0
0
0
0
0
C)
0
0
0
0
C)
0
0
0
0
0
w
0
0
+
0
0
0
0
8
0
0
0
0
0
0
C)
0
ib
0
0
C)
0
0
0
cn
0
N
0
0
0
N
0
C)
0
N
+
0
0
N
N
C)
0
N
w
0
0
co
ca
cn
0
N
+
C)
0
N
rn
C)
0
N
0
0
h
tl
5524.4
A
0
co coo
0 0 0 0 0 0 • 0 ▪ • o ANVIL POINT ROAD
5523.2
5517.9
1a
0
5522.00
5514.4
4
g
1►
REV
NO.
DATE
BVCS
MADE
BY
0+69.09
APPD
BY
5520.99
5510.9
BVCE
5521.24
5519.76
5509.7
I' r.
5518.22
5505.2
gi
EVCS
1+43.09
5516.36
5507.2
EVCS
5513.44
5508.4
5512.36
5507.2
o
.X'
5505.9
TI
2
BVCS: 2+43.52
0
5508.37
5504.4
= BVCE:
m
5508.88
5506.53
5491.3
0
xi
5504.90
5477.9
O
z
ry
5503.47
5485.4
D
m
0
8
o
5502.25
5494.9
III
-4
'
y
n
5501.25
5499.8
O
z
5500.45
5500.3.3
5499.85 -
5500.6
1
EV S:4+53.52
5499.47
5500.6
m
11
EV E: 5499.43
5500.5
0)
-1
5498.97
5500.8
Z
O
5496.2
xi
Or
5498.47
5492.4
0
BV :5+83.3:
5494.1
m
v
1I
BV*E:54981:
5498.01
5495.8
0
-
5498.01
5497.1
z
-
,
-
I
co
o
w
5498.21<
5497.8
c'
b
o
io
a
5498.62
5498.0
EV S: 7+00.
4
5499.24
5498.5
ct
EV
E: 5499.
' 5
5499.5
5500.69
5500.6
5502.4
5502.14
5502.6
5503.5
5503.59
5504.3
5505.0
5505.04
5505.8
5506.6
N
'co
5506.50
5507.4
a
5508.2
5507.95
5508.9
5509.6
5509.40
5510.4
5511.2
5510.85
5511.7
5512.0
5512.30
5512.3
5512.8
BVCS:
11+97.60
5513.75
5513.8
1
11.
BVCE:
5.13.69
5514.45
5514.7
1
Ii.
EVCS:
12+47.60
5515.09
5515.5
EVCE:
.515
03
5516.2
5516.33
5516.9
5517.6
5517.58
5518.4
5519.0
5518.82
5519.6
5520.3
5520.06
5521.0
5521.7
5521.30
5522.3
5523.1
5522.55
5524.0
5525.0
5523.79
5525.6
5525.5
5525.03
5525.8
5526.2
5526.28
5527.0
n'
5527.5
oo
01
5527.52
5528.1
5528.6
5528.76
5529.3
5529.9
5530.00
5530.5
5531.1
5531.25
5531.8
5532.5
5532.49
5532.9
5533.3
5533.73
5533.7
5534.1
5534.97
5534.6
5535.2
-
-
5536.22
5535.9
5536.7
5537.46
5537.5
5538.2
• -0
,--
5538.70
5538.8
VCS. 22 12.8
D
0
I
0 j,�
BVCE: 55:•.0.
i
5539.32
5539.3
II
1„.-1 t
I II:.
I t
5539.88
5539.8
EVCS: .62..:8
a
C.'
ro
+ 1
w9
w
EVCE: °
5 . 0.
o
• co
•540.4
5540.915
5541.0
q
n
5541.8
5541.94
5542.6
5543.0
5542.96
5543.5
5544.0
•
5543.98
5544.5
5544.9
5545.01
5545.4
5546.0
5546.03
5546.6
5547.1
v
-o
5547.05
5547.6
B
CS: '6+1..67
<
m
<
ro
0
T
5547.57
5548.2
B
CE: 554 .39
ii m
rn II <
>
II
`,,
5548.19
5548.9
:
CS 26+.6.6
m o cn
0
rn
4,
/1
:ii ?
5549.7
:
VC:: 55'8.68
0
0
j
0
5550.2
0
C)
co
0
0
0
C)
7
0
o II
0
I-
O
-o
• < O
m z
• D
II II 4
AD
�• I I
rn
C) • o
C.4
w
C)
817 0059 = A313 Ind
86'L6b9 = A313 INIOd MO1
0£5'666=>i
Z9'817+£ = VIS Ind
000.0Z = >I
617'17659 = A313 Ind
COUNTY ROAD 214
00017- _ '4'`d
097Z+Z6 = VIS lAd
/ 2179-012-00-008 2� 2-00-006
�/ //
-X--�
CO NTY�oAD 214
NE Corner W1/2SW1/4 (West
C -C 1/16 Cor.) No. 6 Rebar
x W/3" Alum. Cap, PLS No.27613
West 1/4 Corner
Garfield/ Co. ,'Sure:
aid Stan. Mon. 51
Corner Ito Trye Co
ec. found
yor Brass Cap
.00' Witness
er Location ,
ot 24
7,171 sq. ft.
2.00 acres
enterline of 30' Wide Ware &
ines Irrigation Ditch Easement
PT = 24+67.26
Irrigation or Drainage Ditch
along fenceline indicates
apparent easement
Pr -Lot 1
87,140 sq.
2.00 a. es
Z
4+17.31
N89°24'08"E
277.24'
179-11 -01 6
S89°24'08"W
/ 436.03'
2 79-113-/0-6
pr -Lot 22
87,187 sq. ft.
2.00 acres
N89°24'08"E
325.81'
' ' / / 'Pr -Lot 21
/87,145 sq.
I 2.00 acr
I / /I
_ Centerline of 30' Wide War
Hines Trrigati.n Ditch Ea
2179-013-00-357
2179-013-00-297
Gas Meter (Possible
North/South Buried Gas Line)
x-
X
r. I
N89°24'08"E
368.04'
✓\-
436,43'
N89°24'08"E
405.88
N89°24'08"E
440.49'
2179-013-00-329
NE Corner SW1/4SW1/4
(Southwest 1/16 Cor.) No. 6
Rebar W/3" alum. Cap, PLS
o. 27613
PC = 12+67.59
89°24'06"W
N89°450.85
24'08"E
I
I- I --_-
I I I_,'.
AI --- , --I
I- - 1
I� �
x1
I
.1 Pr -Lot 7
x�1 87,129 sq. ft.
2.00 acres
z
_Wetlands Preservation and
Drainage Conveyance
Easement of Variable Width
20' Wide Utility, &
Access Easement
z x
o Area of No -Disturbance:
Ii
c \ N89°24 Q8 E
r -Lot 16 / / � � � n 451.,8'_
7,14'2 sq. it / \ x 1�
2.00 acr s / v, v� , , , I
�� N c=>
o v ' V•••• 1 Wetlands Preservation an
/ / / Z 7y o \\ x ` �� Drainage Conveyance t
Easement of Varible Wi. h
v Pr- of 8 1
\ 1
1
v� vv .. ft. A 1
a + v v •2.00 acres 1
a \ \\ 1.
�l
/ A 1
o ; X X X�, IN
\\ x t 1
i
°
\
I Ig vv vv
ll_- __ XIX
I
0 X z \x
Pr- ot 15/ PT -7+71.73 n vv / vv Iv N89°24'0$"E
► 690 s ft. �� vv 451.52'
q x \
ill
3 18 acres i A 1
1 aV-
CO V v\41
Pr -Lot 9
e' ''� b� N �� v I', 87,131 s . ft.
Intersection Station " . � o ��i c A ' q
Primary Road: 6+10 74 0 ° �;' (\\I 2.00 acres
Secondary Road: 0+00.00 '7
/ -o X40.00prainage' Widei Vv �v
u
n
- Easement
, ▪ I + �v
C.
^' 1481°1952"E 10 _ 2
S89'2''0
Area of
No -Disturbance
2179-013-00-012
---\/-
30.00' Wide Wetlands
Preservation and Drainage
Conveyance Easement
1
��\ 1104,008 s1 q ft. (I I I / 1
\ 238 acres I / jl
V11
- I I yi
\ I-
I
\\ � r ./
'8. ��.. \\ 1
,Pr-Lot0\
1 I 87,153 sq.
10 acre
1- I `, A
9.0'
D,raineg
x- -
Aro
\\ \\
\ N89° x'08"E
1 I
1 - --1---------
1 - -
I
I I
Open Spac
N 40.00' Wide % _
Drainage I._ 1
m Easement - 1 1
1 1
x x x x IX x x x
1962-.81---- --
\V -_
1 ‘1/ \\ V
J i
\
\ \,
\l
\ \ I/
�PPLOt 1� - \
\ \/�f
95,583 sq. ft. \\�- - \r {
2-.1-9 acres
0
PEACH VALLEY VISTAS
SKETCH ROAD PLAN AND PROFILE
SCALE: 1"=100'
SHEET: 3 of 3
DATE:
MAY 3, 2004
PROJ ECT:
02372
DRAWN BY: BK
CHKD BY: NJB
DRAWING: Sketch Plan with road profile-1.dwg
DIRECTORY: H:\02372\01\
2179-013-00-012
Centerline of thece
ValTey'------
Ditch as Located by Survey
02706/01 in Book62 at Page 454.
x X X x3 X X X x-
- West 1/16 Cor. Sec. 1 & 12 No.
- - 6 Rebar with 3" Alum. Cap PLS
No. 27613 Point of Beginning.
- Wetlands • 'reservation and
Drainage -Conveyance
Easement of Variable Width
X
GAMBA & ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
970/945-2550 WWW.GAMBAENGINEERING.COM
113 NINTH ST., STE. 214 P.O. BOX 1458 GLENWOOD SPRINGS, CO 81602
SHEET NO.
3
REV
NO.
DATE
REVISION
MADE
BY
CHKD
BY
APPD
BY
00017- _ '4'`d
097Z+Z6 = VIS lAd
/ 2179-012-00-008 2� 2-00-006
�/ //
-X--�
CO NTY�oAD 214
NE Corner W1/2SW1/4 (West
C -C 1/16 Cor.) No. 6 Rebar
x W/3" Alum. Cap, PLS No.27613
West 1/4 Corner
Garfield/ Co. ,'Sure:
aid Stan. Mon. 51
Corner Ito Trye Co
ec. found
yor Brass Cap
.00' Witness
er Location ,
ot 24
7,171 sq. ft.
2.00 acres
enterline of 30' Wide Ware &
ines Irrigation Ditch Easement
PT = 24+67.26
Irrigation or Drainage Ditch
along fenceline indicates
apparent easement
Pr -Lot 1
87,140 sq.
2.00 a. es
Z
4+17.31
N89°24'08"E
277.24'
179-11 -01 6
S89°24'08"W
/ 436.03'
2 79-113-/0-6
pr -Lot 22
87,187 sq. ft.
2.00 acres
N89°24'08"E
325.81'
' ' / / 'Pr -Lot 21
/87,145 sq.
I 2.00 acr
I / /I
_ Centerline of 30' Wide War
Hines Trrigati.n Ditch Ea
2179-013-00-357
2179-013-00-297
Gas Meter (Possible
North/South Buried Gas Line)
x-
X
r. I
N89°24'08"E
368.04'
✓\-
436,43'
N89°24'08"E
405.88
N89°24'08"E
440.49'
2179-013-00-329
NE Corner SW1/4SW1/4
(Southwest 1/16 Cor.) No. 6
Rebar W/3" alum. Cap, PLS
o. 27613
PC = 12+67.59
89°24'06"W
N89°450.85
24'08"E
I
I- I --_-
I I I_,'.
AI --- , --I
I- - 1
I� �
x1
I
.1 Pr -Lot 7
x�1 87,129 sq. ft.
2.00 acres
z
_Wetlands Preservation and
Drainage Conveyance
Easement of Variable Width
20' Wide Utility, &
Access Easement
z x
o Area of No -Disturbance:
Ii
c \ N89°24 Q8 E
r -Lot 16 / / � � � n 451.,8'_
7,14'2 sq. it / \ x 1�
2.00 acr s / v, v� , , , I
�� N c=>
o v ' V•••• 1 Wetlands Preservation an
/ / / Z 7y o \\ x ` �� Drainage Conveyance t
Easement of Varible Wi. h
v Pr- of 8 1
\ 1
1
v� vv .. ft. A 1
a + v v •2.00 acres 1
a \ \\ 1.
�l
/ A 1
o ; X X X�, IN
\\ x t 1
i
°
\
I Ig vv vv
ll_- __ XIX
I
0 X z \x
Pr- ot 15/ PT -7+71.73 n vv / vv Iv N89°24'0$"E
► 690 s ft. �� vv 451.52'
q x \
ill
3 18 acres i A 1
1 aV-
CO V v\41
Pr -Lot 9
e' ''� b� N �� v I', 87,131 s . ft.
Intersection Station " . � o ��i c A ' q
Primary Road: 6+10 74 0 ° �;' (\\I 2.00 acres
Secondary Road: 0+00.00 '7
/ -o X40.00prainage' Widei Vv �v
u
n
- Easement
, ▪ I + �v
C.
^' 1481°1952"E 10 _ 2
S89'2''0
Area of
No -Disturbance
2179-013-00-012
---\/-
30.00' Wide Wetlands
Preservation and Drainage
Conveyance Easement
1
��\ 1104,008 s1 q ft. (I I I / 1
\ 238 acres I / jl
V11
- I I yi
\ I-
I
\\ � r ./
'8. ��.. \\ 1
,Pr-Lot0\
1 I 87,153 sq.
10 acre
1- I `, A
9.0'
D,raineg
x- -
Aro
\\ \\
\ N89° x'08"E
1 I
1 - --1---------
1 - -
I
I I
Open Spac
N 40.00' Wide % _
Drainage I._ 1
m Easement - 1 1
1 1
x x x x IX x x x
1962-.81---- --
\V -_
1 ‘1/ \\ V
J i
\
\ \,
\l
\ \ I/
�PPLOt 1� - \
\ \/�f
95,583 sq. ft. \\�- - \r {
2-.1-9 acres
0
PEACH VALLEY VISTAS
SKETCH ROAD PLAN AND PROFILE
SCALE: 1"=100'
SHEET: 3 of 3
DATE:
MAY 3, 2004
PROJ ECT:
02372
DRAWN BY: BK
CHKD BY: NJB
DRAWING: Sketch Plan with road profile-1.dwg
DIRECTORY: H:\02372\01\
2179-013-00-012
Centerline of thece
ValTey'------
Ditch as Located by Survey
02706/01 in Book62 at Page 454.
x X X x3 X X X x-
- West 1/16 Cor. Sec. 1 & 12 No.
- - 6 Rebar with 3" Alum. Cap PLS
No. 27613 Point of Beginning.
- Wetlands • 'reservation and
Drainage -Conveyance
Easement of Variable Width
X
GAMBA & ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
970/945-2550 WWW.GAMBAENGINEERING.COM
113 NINTH ST., STE. 214 P.O. BOX 1458 GLENWOOD SPRINGS, CO 81602
SHEET NO.
3