2001-09-17_REVISION - M1986061

• Permit No: M1986061
• IBM Index Class Name: Revision
• Doc Date: 9/17/2001
• Doc Name: CUGNINI GRAVEL PIT SITE PLAN
• Type & Sequence: TR3
• Media Type: M
• Archive: No

69-NCN ,8'ARK
NMLCi. 1"= 2' FM'
.4?^ x. 4CM.Mr
ORIGINAL PIT AREA 45.64 ACRES
'ADDITION': 2.65 ACRES
TOTAL ACREAGE: 48.29
CONTOUR INTERVAL • 10 FEET
BEARINGS DETERMINED CY SOLAR OBSERVATIONS TAKEN REAR THE
ICEST 1/4 CORNER OF SECTION 26. T34N. ROW. N.M.P.M. AND
TIED TO SURVEY BY TRAVERSE.
ELEVATIONS BASED ON SPOT ELEVATION OF 6722.00 AT ROAD
INTERSECTION NEAR THE C -[ 1 /16th CORNER OF SECTION 26.
T34N. R91C. N.M.P.M.. AS SHOWN ON THE USGS QUADRANGLE MAP
OF LOMA LINDA. COLO.. DATED 1968.
LINDA. COLO. DA
TAKEN BY CESTERI
BOUNDARY DIPENS
PROVIDED 6Y r:E$
DRAWING BY DICK
IGS QUADRANGLE MAP OF LOMA
IME -NTED BY SPOT ELEVATIONS
NC.. JULY 2. 1993.
V PICKED FROM CADD FILE
S. INC AND ADDED TO THIS
IATES, INC IN JULY. 2001.
6700
... 6700...
- EXISTING CONTOUR
- PROPOSED CONTOUR
TOTAL AFFECTED AREA
Li
sl TE PZ .141V
CVCNINI CRz4vTz /V7 TlrPANSIOAI
RTCZz4J11,14-r1ON MAP FOR #h1 -86 -061
LOGATFO IN TH( --SW 114 0/'SECTION Z6, TJnti, F✓N. N. #-P, M.
W
•
t0
N I
In
in
1
O
O
N /
L.9 PLATA COUNTY, COL ORA00
LINE
BEARING
DISTANCE
L f Cfh'D ;
Oo -
INDICATES
FOUND
2• DIAAPTER ALL94INUM CAP STAMPED P.E.-L.S. 9185
Q -
INDICATES
FOUND
2' DIAMETER ALUMINUM CAP STAMPED L.S. 23496
c -
INDICATES
FOUND
5/8' DIAMETER REBAR
669 -61'
INDICATES
FOUND
MARKED STONE
o -
CORNER AS
INDICATED
6700
... 6700...
- EXISTING CONTOUR
- PROPOSED CONTOUR
TOTAL AFFECTED AREA
Li
sl TE PZ .141V
CVCNINI CRz4vTz /V7 TlrPANSIOAI
RTCZz4J11,14-r1ON MAP FOR #h1 -86 -061
LOGATFO IN TH( --SW 114 0/'SECTION Z6, TJnti, F✓N. N. #-P, M.
W
•
t0
N I
In
in
1
O
O
N /
L.9 PLATA COUNTY, COL ORA00
LINE
BEARING
DISTANCE
L I
S 08'52'32'W
2£0.93'
L 2
S
669 -61'
Y J C / N l T Y � A P
L 3
09.56.50.0
S 09.56'56 -+C
400.28'
L 4
5 33.26' 44'9
503.02'
SCALE ! /Od0
L 5
S 29'10.45•E
296 26'
L 6
5 48'18'39 -E
236.93'
L 7
S 18*24'58'E
- 110 -50'
L 5
S 45.48'54'E
124.49'
L 9
S 32.56.11-E
61.41'
R.P,G, Jr. C. Jr. C.
L 10
S 56053' 39' E
£6.05'
,
L 11
S 15.52'57 -E
46.17'
L 12
S 89.58'52 -E
247.01'
P2
P3
23
P4
L 13
N 13' 37' 06'IC
102.23'
L 14
N I7.20'46'E
74.66'
py
P6
L 15
N 53'35'24'£
92.44'
16
15
L 16
S 84.39'13'E
27.40'
L 17
S Sr 3S'O6 -E
69.03'
L IS
S 76. 39.29 -E
33.13'
L 19
N 62'11.14'£
56.32 -
L 20
N 2T 23'42'E
21.56'
L 2i
N 90100'00'E
12 73'
L 22
N 03'29'37'E
254.17'
L 23
N 15.26'36'19
142.34 -
L 24
N 67.07'24'W
290:92'
L 25
N 35015'21'9
34.36'
L 26
N 30033'38'E
33.10'
L 27
S 84.14'18'E
63.55'
L 28
N 70'24'09'E
136.85'
L 29
N 15.06'18'E
47.58'
-
L 30
N 34.58'23'19
239.02'
.n
L 31
N 17056'52'E
16.09'
e
L 32
N 65'36'28'E
33.57'
L 33
S 46'35'05'E
- 46.29'
L 34
5 64.09'35'E
46.64'
L 35
S 89.59'56'E
39.68'
L 36
N 44610'39'E
40.03'
L 37
N 10.59'56'E
22.75'
L 3E
N 13039'17'W
36.77'
L 39
N 21'01'53'10
264.13'
L 40
N 560I8'15'W
104.61'
L 41
N 63401'58-W
90 51'
is
L 42
N 75.53'05'W
162.44'
L 43
N 50.54'32'9
45.43'
L 44
N 00'00'Of'E
12.23'
L 45
N 26.03'25'E
24 33'
°
L 46
N 09.11.50 -E
22 42'
I
L 47
N 66'II'59'W
53.54'
L 48
N 07.54' 14'E
18.03'
L 49
N 5725'53'E
170.66'
26
25
L 50
N 90000'00-E
52.07-
°
L SI
S 56'02'58-E
24.14
34
N d8.4S'10'W 5299.10'
35
L 52
S 40-54-39-E
95 60
35
36
L 53
N 80.18'27'E
50.29'
L 54
S 61.46'06'E
32.37'
L 55
5 I6.55'42'E
22.93'
-
L 56
S 75005'21'E
91 74'
L 57
S 40.11.49 -E
115.26'
L 58
S 66.47'22'E
32.38'
L 59
S 41.32'17'E
215 64'
L 60
S 64'31'13'E
-E
111. 02'
RECEIVED
E:D
L 61
N 30.22'29
410.30'
L 62
N 4T 32 56'E
151 23
L 63
N 21.00' 55' E
261 58'
SEP 17 2V
L 64
N 12. 26'28'W
301 82'
L 65
N 39.10'461W
104.98'
L 66
N 89.07' I B' W
74 10'
p;V of Miarmis 811:6.'9 m
L 67
N 39'16'30'19
109 63'
L -68
N 60.57'08'9
.259.07'
L 69
N 71'01'29'9
69.79'
L 70
N 55'33'I5'W
96.97
L 71
S 82.39'15'9
-W
112.96'
VerjvEF,
L 72
S 25'36'56
ISO .90-
L 73
S 02.55'27'W
100.92'
L 74
N 89.07'00'9
83.90'
OFFICE
ACCORDING TO COLORADO LAW YOU MUST COWrENCE ANY LEGAL ACTION BASED
UPON ANY DEFECT IN THIS SURVEY WITHIN THREE (3) 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 (10) YEARS FROM THE DATE OF
THE CERTIFICATION SHOWN HEREON.
1 HERESY CERTIFY THAT THIS PLAT AND SURVEY WERE PREPARED BY Lr OR
UNDER MY SUPERVISION FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND
AND THAT THE SAME IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE
AND BELIEF BASED ON THE STANDARDS OF CARE OF THE COLORADO PROFESSIONAL
LAND SURVEYORS.
JEFF K HEL -R
COLORADO REGISTRATION
140. 30827
SEP 12 2001
DMrtngo Field Office
DY41an of Minemis & Geology
nl '
Lil
NIS
3
VIrA1' N F P
1111I�i9 11111 111 li fIVI 1111
0 0 0 1 1 6 9 1