2006-05-26_REVISION - m1994077

• Permit No: m1994077
• IBM Index Class Name: Revision
• Doc Date: 5/26/2006
• Doc Name: Mining Plan map
• From: Washington County
• To: DMG
• Type & Sequence: CN1
• Media Type: M
• Archive: No

P. 0. C
NW CDR ESTABLISHED BY
INTERSECTION OF CENTER LINE
OF ST. HWY No. 71, BY THE R/W
FENCES AND THE CENTER LINE OF
COUNTY ROAD No. 2 BY THE R/W
FENCES. SET 30" No. 6 REBAR W/
2 -112" ALUM CAP LS 29766 WC 50' E
- -X - -J
P.O.B. -
GRAVEL PIT
'S:
COUNTY ROAD No. 2
S 89040'38" E 5235.90'
S00'19'22'W
30.00' FIELD
ACCESS 5185.90
m
Sc
N19 r N9010 35'S"W 0'00 "W 403.16 3 � 139.35' S0629'40 E
256.82'
a
S122T09 E
S87 32'08'E
I NB9397B
6'
1149
566'06'
10121 9 '
a
k S3
42.40'
(A)
TRUCK
9'63
130.74'
L8*25'50"E
N451319 E
w
NICKELL
7'f X
AROUND
THENCE N90100'00 "W A
EO 144
225.62'
THENCE 50629'40 "E A
238.48'
ACCESS ESMT. 0.94 ACf L- 201.72
T- 12754'
C =182.09'
CB =S *-59'09" E
I w II I
III
S 8958'170 E 2814.39'
R=130.00'
6= 102'56'05"
L= 233.55'
T= 163.24'
C= 203.39'
CB =S 5259'59' E
(B)
R =358.11'
0= 3258'39"
L= 206.12'
T= 106.00'
C= 203.28'
CB =N 59'02'39" E
SW COR. SEC. 30
ESTABLISHED BY THE INTERSECTION
OF AN EXISTING FENCE LINE AND
THE CENTER LINE OF STATE HWY
No. 71, CENTER LINE ESTABLISHED
BY R/W FENCES. SET 30" No. 6 REBAR W/
2 -112" ALUM CAP LS 29766 WC 50' E
W
�N
g�l
N
a'?
3
.N
6' 51455'47"E
38.05'
S4413,516
/ 226.27'
165.62'
PROPOSED
GRAVEL PIT
58.53 A CREST
S57'10'19 "E
80.16'
S87 32'08'E
I NB9397B
81.64'
566'06'
10121 9 '
a
54856'4 1 E
k S3
42.40'
n
(A)
TRUCK
� ?sr
9'63
130.74'
TURN-
N451319 E
w
NICKELL
w 3.
AROUND
THENCE N90100'00 "W A
GRAVEL
225.62'
THENCE 50629'40 "E A
238.48'
PIT
�y
3
123.49'
8.51 ACt
I N35'1749 0E
OF 73.65 FEET;
THENCE S3825'50 "E A
3
w
THENCE S85 4527 "E A
61.99' °
z
I \
123.72
THENCE S422350 0E A
DISTANCE
Iw
S67'16'43 "W
N873637"E
w 150.44'
,W
149.54'
DISTANCE
OF 229.23 FEET,
N2530'09 "E
DISTANCE
OF 165.62 FEET,
144.11'
DISTANCE
I 87.95'
THENCE S14 5547 "E A
DISTANCE
OF 38.05 FEET,
THENCE S4435'16 0E A
LLJ
OF 226.27 FEET;
THENCE S57'10'19 "E A
DISTANCE
OF 80.16 FEET,'
z
DISTANCE
OF 81.84 FEET
THENCE S66106'57 "E A
DISTANCE
I w
THENCE S48 5641 "E A
DISTANCE
OF 42.40 FEET;
THENCE S29 4537 "E A
DISTANCE
OF 130.74 FEET;
THENCE S16'18'56 "E A
DISTANCE
OF 695.06 FEET;
THENCE S3230'42 "W A
DISTANCE
N
THENCE S41'4934 "W A
DISTANCE
OF 238.48 FEET;
THENCE 555'33'34 "W A
CO
OF 537.75 FEET,
THENCE S67'16'43 0W A
w
OF 149.54 FEET,
C
DISTANCE
OF 144.11 FEET,
I
03
Z
SOUTH LINE OF SAID SECTION 30,
THENCE N89 28'54 "W ALONG
I
co
THENCE N1425'45 "W A
WI
OF 423.03 FEET
THENCE N06106'18 "E A
DISTANCE
OF 426.04 FEET;
�.
DISTANCE
OF 123.49 FEET;
THENCE N3470'09 "E A
DISTANCE
OF 225.62 FEET,
THENCE N45'13'19 "E A
DISTANCE
OF 125.00 FEET;
THENCE N00 5455 "W A
DISTANCE
OF 1312.53 FEET
THENCE N53'03'53 "W A
DISTANCE
OF 200.14 FEET,
THENCE N032747 "W A
DISTANCE
OF 888.87 FEET,
THENCE N2530'09 "E A
(o
OF 87.95 FEET,•
THENCE N873637 "E A
DISTANCE
OF 150.44 FEET;
I N53'03'53 "W
DISTANCE
OF 61.99 FEET,
THENCE N01'15'54 "W A
N89'3339 "E
I 200.14'
THENCE N6939'19 0W A
DISTANCE
0
THENCE N0421'06 0W A
50.00'
N 89'33'39" E 1930.51'-
OF 704.18 FEET
THENCE N193553 "W A
DISTANCE
OF 139.35 FEET,'
THENCE N26 54'08 "W A
DISTANCE
OF 419.91 FEET
TO THE POINT OF BEGINNING, CONTAINING 58.53 ACRES MORE OR LESS.
ACCESS ESMT
R- 130.00'
5- 88'54'25"
o
N
ACCESS ESMT. 0.94 ACf L- 201.72
T- 12754'
C =182.09'
CB =S *-59'09" E
I w II I
III
S 8958'170 E 2814.39'
R=130.00'
6= 102'56'05"
L= 233.55'
T= 163.24'
C= 203.39'
CB =S 5259'59' E
(B)
R =358.11'
0= 3258'39"
L= 206.12'
T= 106.00'
C= 203.28'
CB =N 59'02'39" E
SW COR. SEC. 30
ESTABLISHED BY THE INTERSECTION
OF AN EXISTING FENCE LINE AND
THE CENTER LINE OF STATE HWY
No. 71, CENTER LINE ESTABLISHED
BY R/W FENCES. SET 30" No. 6 REBAR W/
2 -112" ALUM CAP LS 29766 WC 50' E
W
�N
g�l
N
a'?
3
.N
6' 51455'47"E
38.05'
S4413,516
/ 226.27'
165.62'
PROPOSED
GRAVEL PIT
58.53 A CREST
S57'10'19 "E
80.16'
S87 32'08'E
MAY 2 6 2006
81.64'
566'06'
10121 9 '
a
54856'4 1 E
42.40'
9,17,E
(A)
TRUCK
S29'45'37"E
9'63
130.74'
Permit #p:'�M -1ggy-03-T Confidental ?: _AI CL_
Class: hL ;' S u r� Type -Seq.: C1/ -Cj 1
From To: � M U
Doc. Name: M' ' ng f(
Doc. Date (if no data tamp-
Specialist: ctbr(-R�
u
NE CDR SEC. 30
ESTABLISHED BY INTERSECTION OF
CENTER LINES OF EXIS77NG ROADS
AND FENCE LINES.
SET 30" No. 6 REBAR W/
3 -114" ALUM CAP LS 29766
BAR SCALE
0 150 300
Scale 1" = 300'
0 LEGEND
to
`moo WC WITNESS CORNER
N4233'20 "E
STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED
s
MAY 2 6 2006
V
z
a
Ory^
cQii
i
(A)
TRUCK
DISTANCE OF 30.00 FEET TO A POINT ON THE SOUTH RIGHT -OF -WAY
EXIST.
N4236'04 "W
TURN-
N451319 E
w
NICKELL
o
AROUND
THENCE N90100'00 "W A
GRAVEL
225.62'
THENCE 50629'40 "E A
238.48'
PIT
�y
DISTANCE
123.49'
8.51 ACt
DISTANCE
OF 73.65 FEET;
THENCE S3825'50 "E A
N41 '49'5$ "W
w
THENCE S85 4527 "E A
DISTANCE
123.72
Permit #p:'�M -1ggy-03-T Confidental ?: _AI CL_
Class: hL ;' S u r� Type -Seq.: C1/ -Cj 1
From To: � M U
Doc. Name: M' ' ng f(
Doc. Date (if no data tamp-
Specialist: ctbr(-R�
u
NE CDR SEC. 30
ESTABLISHED BY INTERSECTION OF
CENTER LINES OF EXIS77NG ROADS
AND FENCE LINES.
SET 30" No. 6 REBAR W/
3 -114" ALUM CAP LS 29766
BAR SCALE
0 150 300
Scale 1" = 300'
0 LEGEND
to
`moo WC WITNESS CORNER
N4233'20 "E
STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED
W 57.93'
MAY 2 6 2006
V
P ) &
H
Ory^
SAID LINE ALSO BEING
�Ct,
(A)
1705.06 FEET; THENCE S001922 "W A
DISTANCE OF 30.00 FEET TO A POINT ON THE SOUTH RIGHT -OF -WAY
N
"'
N4236'04 "W
SOUTH RIGHT -OF -WAY
N451319 E
w
251.26
DISTANCE
125.00'
N34'10'090E
THENCE N90100'00 "W A
S41 49'34 "W
225.62'
THENCE 50629'40 "E A
238.48'
S8859'28 "E
�y
DISTANCE
123.49'
THENCE S24'41'04 0E A
DISTANCE
OF 73.65 FEET;
THENCE S3825'50 "E A
DISTANCE
w
THENCE S85 4527 "E A
DISTANCE
OF 242.04 FEET;
THENCE S422350 0E A
DISTANCE
Iw
S67'16'43 "W
DISTANCE
,W
149.54'
DISTANCE
OF 229.23 FEET,
S05106'15 7E
DISTANCE
OF 165.62 FEET,
144.11'
DISTANCE
�p
THENCE S14 5547 "E A
DISTANCE
-E- \ -E- - -E- - -E-
N8928'54 "W
'1151'
89'28'54"
231.35'
5181.35'
.S•
RECEIVED
STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS;
MAY 2 6 2006
V
P ) &
H
Division of Minerals and Geology
SAID LINE ALSO BEING
THE CENTER LINE OF WASHINGTON COUNTY ROAD
M I ELL HAw
0010 PJ Iffiff MR
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O
I.LLL.LES:-_
1. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CS&A, INC.
TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD.
2. NOTICE - ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY
LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE
YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY
ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON.
3. BEARINGS ARE BASED UFON THE WEST LINE OF EXISTING NICKELL
GRAVEL PIT WHICH BEARS M5'49'28 "W SAID LINE BEING MONUMENTED
BY A No 4 REBAR WITH GREEN PLASTIC CAP LS 29766.
4. ALL GRAVEL PIT CORNERS ARE SET WITH A No. 4 REBAR WITH
A GREEN PLASTIC CAP LS D766
SW COR. ESTABLISHED
BY INTERSECTION OF
THE EXISTING E -W FENCE
AND AN OLD N -S FENCE
SET 30" No. 6 REBAR W/
3 -114" ALUM CAP LS 29766
SITUATE IN SECTION 30,
TOWNSHIP 5 SOUTH, RANGE 55 WEST
OF THE 6TH P.M., COUNTY OF WASHINGTON,
STATE OF COLORADO
LEGAL DESCRIPTION: GRAVEL PIT
A LEASE PARCEL SITUATE IN SECTION 30 TOWNSHIP 5 SOUTH,
RANGE 55 WEST OF THE 6TH P.M., COUNTY OF WASHINGTON,
STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS;
COMMENCING AT THE NORTHWEST
CORNER OF SAID SECTION 30,
THENCE S89 40'38 "E ALONG THE
NORTH LINE OF SAID SECTION 30,
SAID LINE ALSO BEING
THE CENTER LINE OF WASHINGTON COUNTY ROAD
NO. 2, A DISTANCE OF
1705.06 FEET; THENCE S001922 "W A
DISTANCE OF 30.00 FEET TO A POINT ON THE SOUTH RIGHT -OF -WAY
LINE OF SAID WASHINGTON COUNTY ROAD No. 2, SAID POINT BEING
THE POINT OF BEGINNING; THENCE S89'4038 0E ALONG SAID
SOUTH RIGHT -OF -WAY
LINE, A DISTANCE OF 892.97 FEET
THENCE S00 54'28 "E A
DISTANCE
OF 372.73 FEET
THENCE N90100'00 "W A
DISTANCE
OF 403.16 FEET;
THENCE 50629'40 "E A
DISTANCE
OF 256.82 FEET;
THENCE S1227'09 0E A
DISTANCE
OF 146.91 FEET;
THENCE S24'41'04 0E A
DISTANCE
OF 73.65 FEET;
THENCE S3825'50 "E A
DISTANCE
OF 223.43 FEET;
THENCE S85 4527 "E A
DISTANCE
OF 242.04 FEET;
THENCE S422350 0E A
DISTANCE
OF 144.15 FEET
THENCE S29'06'13 0E A
DISTANCE
OF 316.32 FEET;
THENCE 50010935 0E A
DISTANCE
OF 229.23 FEET,
THENCE S26'0542 "W A
DISTANCE
OF 165.62 FEET,
THENCE S175627 "W A
DISTANCE
OF 830.44 FEET
THENCE S14 5547 "E A
DISTANCE
OF 38.05 FEET,
THENCE S4435'16 0E A
DISTANCE
OF 226.27 FEET;
THENCE S57'10'19 "E A
DISTANCE
OF 80.16 FEET,'
THENCE S87132'08 "E A
DISTANCE
OF 81.84 FEET
THENCE S66106'57 "E A
DISTANCE
OF 101.29 FEET,'
THENCE S48 5641 "E A
DISTANCE
OF 42.40 FEET;
THENCE S29 4537 "E A
DISTANCE
OF 130.74 FEET;
THENCE S16'18'56 "E A
DISTANCE
OF 695.06 FEET;
THENCE S3230'42 "W A
DISTANCE
OF 433.07 FEET
THENCE S41'4934 "W A
DISTANCE
OF 238.48 FEET;
THENCE 555'33'34 "W A
DISTANCE
OF 537.75 FEET,
THENCE S67'16'43 0W A
DISTANCE
OF 149.54 FEET,
THENCE S05'06'15'E A
DISTANCE
OF 144.11 FEET,
THENCE S212327 "E A
DISTANCE
OF 576.21 FEET TO A POINT ON THE
SOUTH LINE OF SAID SECTION 30,
THENCE N89 28'54 "W ALONG
SAID
SOUTH LINE, A DISTANCE OF 314.51 FEET;
THENCE N1425'45 "W A
DISTANCE
OF 423.03 FEET
THENCE N06106'18 "E A
DISTANCE
OF 426.04 FEET;
THENCE S88 59 28 "E A
DISTANCE
OF 123.49 FEET;
THENCE N3470'09 "E A
DISTANCE
OF 225.62 FEET,
THENCE N45'13'19 "E A
DISTANCE
OF 125.00 FEET;
THENCE N00 5455 "W A
DISTANCE
OF 1312.53 FEET
THENCE N53'03'53 "W A
DISTANCE
OF 200.14 FEET,
THENCE N032747 "W A
DISTANCE
OF 888.87 FEET,
THENCE N2530'09 "E A
DISTANCE
OF 87.95 FEET,•
THENCE N873637 "E A
DISTANCE
OF 150.44 FEET;
THENCE N35'17'49 0E A
DISTANCE
OF 61.99 FEET,
THENCE N01'15'54 "W A
DISTANCE
OF 308.38 FEET;
THENCE N6939'19 0W A
DISTANCE
OF 532.67 FEET,'
THENCE N0421'06 0W A
DISTANCE
OF 704.18 FEET
THENCE N193553 "W A
DISTANCE
OF 139.35 FEET,'
THENCE N26 54'08 "W A
DISTANCE
OF 419.91 FEET
TO THE POINT OF BEGINNING, CONTAINING 58.53 ACRES MORE OR LESS.
LEGAL DESCRIPTION: ACCESS EASEMENT
AN ACCESS EASEMENT BEING 1200 FEET WIDE OVER AND ACROSS SECTION 30,
TOWNSHIP 5 SOUTH, RANGE 55 WEST OF THE 6TH PM. COUNTY OF WASHINGTON,
STATE OF COLORADO, LYING 6.00 FEET ON EACH SIDE OF THE FOLLOWING
DESCRIBED CENTER LINE, WITH THE SIDELINES TO BE EXTENDED AND /OR
SHORTENED TO ELIMINATE GAPS AND /OR OVERLAPS, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS.
COMMENCING AT THE NORTHWEST CORNER OF SECTION 30,
THENCE S00'01'43 0W ALONG THE WEST LINE OF SAID SECTION 30,
A DISTANCE OF 3005.72 FEET;
THENCE N8933'39 0E A DISTANCE OF 50.00 FEET TO A PONT ON THE EAST
RIGHT -OF -WAY LINE OF STATE HIGHWAY NO. 71, SAID POINT BEING THE POINT
OF BEGINNING;
THENCE N893339 "E A DISTANCE OF 1930.51 FEET TO A FOINT OF CURVATURE,
THENCE 201.72 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS
OF 130.00 FEET, A CENTRAL ANGLE OF 8854'25" AND SUBTENDING A CHORD
BEARING OF S45 59'09 "E A CHORD DISTANCE OF 182.09 FEET,
THENCE S0131'56 "E A DISTANCE OF 765.67 FEET TO A PONT OF CURVATURE;
THENCE 233.55 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS
OF 130.00 FEET, A CENTRAL ANGLE OF 102 56'05" AND SUBTENDING A CHORD
BEARING OF S525959 7E A CHORD DISTANCE OF 203.39 FEET TO A POINT OF
COMPOUND CURVATURE;
THENCE 206.12 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS
OF 358.11 FEET, A CENTRAL ANGLE OF 32'58',39* AND SUBTENDING A CHORD
BEARING OF N59'0239 "E A CHORD DISTANCE OF 203.28 FEET;
THENCE N4233'20 7E A DISTANCE OF 57.93 FEET TO A POINT OF TERMINUS,
CONTAINING 0.94 ACRES MORE OR LESS.
CERTIFICATION:
I, HAROLD J. PONSERELLA, REGISTERED LAND SURVEYOR IN THE STATE
OF COLORADO, DO HEREBY CERTIFY THAT THE TRACT SHOWN ON THE
ACCOMPANYING PLAT WAS SURVEYED UNDER MY DIRECT SUPERVISION AND
THAT SAID PLAT RATELY SHOWS THE DESCRIBED TRACE OF LAND AND
THE SUBDIVI TO THE BEST OF MY KNOWLEDGE AND BELIEF.
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Filename 26024MP
Date 4 -21 -06
Job No. 26024
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Job No. 26024
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