2009-01-12_PERMIT FILE - M2008070 ‎(11)‎

• Permit No: M2008070
• IBM Index Class Name: Permit File
• Doc Date: 1/12/2009
• Doc Name: Plan and Profile Map
• From: JSC, Inc.
• To: DRMS
• Email Name: GRM
• Media Type: M
• Archive: No

28 +90
5764
5760
5756
INV. EL.= 5753.2
5752
5748
5744
5740
5736
NOTE:
1) USE 2:1 SLOPES ON THIS SECTION
(3:1 SLOPES WOULD REQUIRE AN
ADDITIONAL 20' SECTION
N
.
ROAD BASE
RUN
NOTES:
1) SLOPES VARY ACCORDING TO
CONDITIONS
2) THICKNESS OF PIT RUN & ROAD
BASE IS BE DETERMINED AT TIME
OF CONSTRUCTION
HIGH POINT ELEV = 5780.83
HIGH POINT STA 16 +84.10
PA STA = 16 +40
PVI ELEV = 5785.07
A.D. _ -12.36
K 24.26
[---- 300' VC --{
5780
5760
5740
5720
5700
DATUM ELEV
5685.00
h
Nr
xt
�
L
5764
5760
5756
INV. EL.= 5754.2
5752
5748
5744
5740
5736
-100 X 00 100
w
M
In N
LO �
u) N
PIPE X- SECTION
1 " =100'H
1 " =10'V
TYPICAL X- SECTION
N.T.S.
LOW POINT ELEV 5762.97
O
N
PA STA -
(n
PVI ELEV =
5761.50
+
00
K = 30.41
200'
+
o
Ln
N
O +
n
m
+
n
r7
n
w
N
to a
U
a
0
a.
N
Ul
t
a
a
w
i 'Proposed CROW Land
5780
5760
5740
5720
5700
DATUM ELEV
5685.00
h
Nr
xt
�
L
5764
5760
5756
INV. EL.= 5754.2
5752
5748
5744
5740
5736
-100 X 00 100
w
M
In N
LO �
u) N
PIPE X- SECTION
1 " =100'H
1 " =10'V
TYPICAL X- SECTION
N.T.S.
LOW POINT ELEV 5762.97
LOW POINT STA
= 22 +12.74
PA STA -
21 +80
PVI ELEV =
5761.50
A.D. =
6.58
K = 30.41
200'
VC
7,one I2 N: 83
O +
n
'D
m
+
n
r7
N
N
N
n
U
a
°`o
a.
N
Ul
t
a
w
HIGH POINT ELEV - 5772.17
HIGH POINT STA - 26 +74.92
PM STA - 27 +00
PVI ELEV - 5773.00
A.D. _ -8.87
K 11.27
100' VC
LOW POINT ELEV - 5762.18
LOW POINT STA - 28+85.44
PVI STA - 28 +90
PM ELEV = 5760.34
A.D. = 14.66
K 6.82
m I g I X 100' VC
+ Ln m 't ^ v
LO I� + pi + Nj + <
N N n N n N n
U N N N
a w
J> 5 J
CL w a a w
0 +00 2 +00 4 +00 6 +00 8 +00 IU +UU IL tuu !vT w vrvv
PROFILE VIEW
SCALE: 1"=200'H
1 " =20'V
3n
i a?
7^
F�
3 N
7
III
c
Ld
1 w
: a.
7
D
A
I�
••
ll 100 / 200 •// .//
BLM
0
y x
ti
CORNER NO.4
TRACT 43
BRASS CAP
CENTERLINE OF EXISTING
& PROPOSED ROAD
0
0
0
N
STA. 22 +13 �
INSTALL 50 L.F.
18" C.M.P.
NOTE:
1) ALL CONSTRUCTION TO CONFORM TO B.L.M. SPECIFICATIONS FOR A B.L.M. LOCAL ROAD
(SEE PAGES 16 -26 IN THE OIL & GAS SURFACE OPERATING
STANDARDS - THIRD ADD. FOR TYPICAL CROSS SECTIONS & OTHER SPEC.'S) V IEW
2) A COMBINATION OF CULVERTS & DRAINAGE TURNOUTS TO BE USED O 400' STATIONS MAX.. PLAN VIEW
3) THE TYPICAL ROADWAY WILL BE CONSTRUCTED MATH THE FOLLOWING SPECIFICATIONS (SEE NOTE 1):
24' ROADWAY SURFACE GRAVELED W /TURNOUTS AS REQUIRED. SCALE: 1" =ZOO'
1' DEEP DITCHES WITH A 3:1 SLOPE TO DITCH
2:1 TO 3:1 CUT SLOPES (DEPENDING ON MATERIAL). 2:1 TO 3:1 FILL SLOPES (DEPENDING ON HEIGHT)
4 3/8" CROWN WITH 3% CROSS SLOPES
18" DIAMETER CORRUGATED METAL PIPE MINIMUM, MEN NEEDED
(1' MINIMUM COVER W/ 0.5' - 1' EXPOSED ON THE INLET SIDE AND V - 2' EXPOSED ON THE OUTLET SIDE)
4) BASIS OF BEARING - GPS BEARINGS BETWEEN MONUMENTS AS SHOWN.
5) BASIS OF ELEVATIONS - GPS OBSERVATIONS (NAVD. 84) (ALL SURVEY WORK WAS PERFORMED BY JOY SURVEYING COMPANY, INC.).
6) THE CULVERT AT STA. 28 +90 SHALL BE A MINIMUM OF A 30" DIAMETER C.M.P. BASED ON A 10 YEAR FREQUENCY STORM.
A LARGER DIAMETER PIPE IS ACCEPTABLE AS LONG AS THE MINIMUM COVER IS MAINTAINED.
THE MINIMUM SIZE FOR THE OTHER CULVERTS INSTALLED ON THE PROJECT SHALL BE 18" DIAMETER.
STA. 28 +90
REPLACE EX. 36"
C.M.P. W /60 L.F.
OF 30" C.M.P.(MINIMUM-
SEE NOTE 6)
0 W
a
O J
0
O r
Z ~
- w
In C_
X O
W 0_
0_
J Ld
U F-
�
to
X
O
Of
+ a-
00-
h Q
Q 0
Z
(n Q
Y
i
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z
0
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m
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LLJ
3: Q
b c�
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736000 737000 738000 739000
V✓bitc River City (1966)
VALENTINE
7.5' Serica Quadranglc Map
SECTION
Scale 1:24000 (topographic) i
^
RiuBlanwCuuuty - Colorado VICINITY MAP
Contour Interval 20 Fcct N.T.S.
N '
T. I N., It. 96 NN'., 6th P.M.
7,one I2 N: 83
h
it
e
I N'nitc xicer Cit7l q uo k6,
I
.
°`o
tr�•t-
t Private Lapd
t
i 'Proposed CROW Land
' /r• �� !
<y. Pdveta Land
• Previously Surveyed I - --,- ., _ ,. -
Y
61:.M'# 94 -11 -08 ` BLM Land . 1
.1�.
i
776000 737000 73=0 739000
Figure 1. Project location map for !hc Class IH cultural rcwurcce uavcolury for ale proposed Valentine
access road upgrade (3000') in Rio Blanco County, Colorado, for Joy Surveying Company, Inc. Area
surreyed is highlighted. [GRI Project 627I27,IV2I/07]
M STA
6 +0
-y�
PV
ELEV
5701.7
STA.
+13
!
A .D.
K
14.29
18" C.M.P.
AP
50 L.F
STA.
8 +90
30 C.
P. MI
.
5 G
60 L.
1
0' VC
O
O n
0
00
+ N o
0
0
II N
/ N
p
o I`
+ O
O
'n n
m
N
r
>
u
u
Ln
°
'n
a
w
�w
5
>
>
IE
T-
E
Na
a
w
5
a
1
89x
1.o
x
STA. 4
30
18" C.I
P.
0 L.F.
C` n
o
N
N
r�
m
a^
m
00
m
CO
m
am
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t 0^
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pin
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94
+(10
26
+00
28
+00
30
+0
0 +00 2 +00 4 +00 6 +00 8 +00 IU +UU IL tuu !vT w vrvv
PROFILE VIEW
SCALE: 1"=200'H
1 " =20'V
3n
i a?
7^
F�
3 N
7
III
c
Ld
1 w
: a.
7
D
A
I�
••
ll 100 / 200 •// .//
BLM
0
y x
ti
CORNER NO.4
TRACT 43
BRASS CAP
CENTERLINE OF EXISTING
& PROPOSED ROAD
0
0
0
N
STA. 22 +13 �
INSTALL 50 L.F.
18" C.M.P.
NOTE:
1) ALL CONSTRUCTION TO CONFORM TO B.L.M. SPECIFICATIONS FOR A B.L.M. LOCAL ROAD
(SEE PAGES 16 -26 IN THE OIL & GAS SURFACE OPERATING
STANDARDS - THIRD ADD. FOR TYPICAL CROSS SECTIONS & OTHER SPEC.'S) V IEW
2) A COMBINATION OF CULVERTS & DRAINAGE TURNOUTS TO BE USED O 400' STATIONS MAX.. PLAN VIEW
3) THE TYPICAL ROADWAY WILL BE CONSTRUCTED MATH THE FOLLOWING SPECIFICATIONS (SEE NOTE 1):
24' ROADWAY SURFACE GRAVELED W /TURNOUTS AS REQUIRED. SCALE: 1" =ZOO'
1' DEEP DITCHES WITH A 3:1 SLOPE TO DITCH
2:1 TO 3:1 CUT SLOPES (DEPENDING ON MATERIAL). 2:1 TO 3:1 FILL SLOPES (DEPENDING ON HEIGHT)
4 3/8" CROWN WITH 3% CROSS SLOPES
18" DIAMETER CORRUGATED METAL PIPE MINIMUM, MEN NEEDED
(1' MINIMUM COVER W/ 0.5' - 1' EXPOSED ON THE INLET SIDE AND V - 2' EXPOSED ON THE OUTLET SIDE)
4) BASIS OF BEARING - GPS BEARINGS BETWEEN MONUMENTS AS SHOWN.
5) BASIS OF ELEVATIONS - GPS OBSERVATIONS (NAVD. 84) (ALL SURVEY WORK WAS PERFORMED BY JOY SURVEYING COMPANY, INC.).
6) THE CULVERT AT STA. 28 +90 SHALL BE A MINIMUM OF A 30" DIAMETER C.M.P. BASED ON A 10 YEAR FREQUENCY STORM.
A LARGER DIAMETER PIPE IS ACCEPTABLE AS LONG AS THE MINIMUM COVER IS MAINTAINED.
THE MINIMUM SIZE FOR THE OTHER CULVERTS INSTALLED ON THE PROJECT SHALL BE 18" DIAMETER.
STA. 28 +90
REPLACE EX. 36"
C.M.P. W /60 L.F.
OF 30" C.M.P.(MINIMUM-
SEE NOTE 6)
0 W
a
O J
0
O r
Z ~
- w
In C_
X O
W 0_
0_
J Ld
U F-
�
to
X
O
Of
+ a-
00-
h Q
Q 0
Z
(n Q
Y
i
Li
O
J
Q
z
0
Elf
m
� 8 6
LLJ
3: Q
b c�
0
O
736000 737000 738000 739000
V✓bitc River City (1966)
VALENTINE
7.5' Serica Quadranglc Map
SECTION
Scale 1:24000 (topographic) i
^
RiuBlanwCuuuty - Colorado VICINITY MAP
Contour Interval 20 Fcct N.T.S.
N '
T. I N., It. 96 NN'., 6th P.M.
7,one I2 N: 83
h
it
e
I N'nitc xicer Cit7l q uo k6,
I
.
°`o
tr�•t-
t Private Lapd
i 'Proposed CROW Land
' /r• �� !
<y. Pdveta Land
• Previously Surveyed I - --,- ., _ ,. -
Y
61:.M'# 94 -11 -08 ` BLM Land . 1
.1�.
776000 737000 73=0 739000
Figure 1. Project location map for !hc Class IH cultural rcwurcce uavcolury for ale proposed Valentine
access road upgrade (3000') in Rio Blanco County, Colorado, for Joy Surveying Company, Inc. Area
surreyed is highlighted. [GRI Project 627I27,IV2I/07]
BAKER & ASSOC /A TES Job No. 07241 Plotted: LWP Disc . F HD -LT
ENGINEERS & LAND SURVEYORS Date: JANUARY 15, 2008 Checked: BDB Coord File: 07241
1790 W. VICTORY WAY
CRA /G, COLORADO 81625 Scale: AS SHOWN Book No.: JOY SURVEYING Plot File: 07241
OWNED BY:
SAM & VIRGINIA LOVE
STA. 0 +00 C.L. EXISTING ROAD
AND THE PROPERTY LINE
CORNER N0.3 i Soo •i2•
TRACT 43 �/� "°
BRASS CAP 337.24
NOTE:
1) ALL CONSTRUCTION TO CONFORM TO B.L.M. SPECIFICATIONS FOR A B.L.M. LOCAL ROAD
(SEE PAGES 16 -26 IN THE OIL & GAS SURFACE OPERATING
STANDARDS - THIRD ADD. FOR TYPICAL CROSS SECTIONS & OTHER SPEC.'S)
2) A COMBINATION OF CULVERTS & DRAINAGE TURNOUTS TO BE USED O 400' STATIONS MAX..
3) THE TYPICAL ROADWAY MALL BE CONSTRUCTED WITH THE FOLLOWING SPECIFICATIONS (SEE NOTE 1):
24' ROADWAY SURFACE GRAVELED W /TURNOUTS AS REQUIRED.
1' DEEP DITCHES WITH A 3:1 SLOPE TO DITCH
2:1 TO 3:1 CUT SLOPES (DEPENDING ON MATERIAL). 2:1 TO 3:1 FILL SLOPES (DEPENDING ON HEIGHT)
4 3/8" CROWN WITH 3% CROSS SLOPES
18" DIAMETER CORRUGATED METAL PIPE MINIMUM, MEN NEEDED
(1' MINIMUM COVER W/ 0.5' - 1' EXPOSED ON THE INLET SIDE AND 1' - 2' EXPOSED ON THE OUTLET SIDE)
4) BASIS OF ELEVATIONS - GPS OBSERVATIONS (NAVD. 84) (ALL SURVEY WORK WAS PERFORMED BY JOY SURVEYING COMPANY, INC.).
STA. 4 +30-�
INSTALL 50 L.F.
18" C.M.P.
0
0
N
15 +00
fe
CORNER NO.3
TRACT 41
BRASS CAP
M n ,,o_ n-7n Confidential' 1)
Class Type Se
MV# Inspection Date
Doe Date (if no date stamp) O t t a - O9
Doc Name PAWA n..a P I& t r RO(D -
From laRtvM /Other NbC
To DRMS /Other "309
Recipients am
PLAN &
PROFILE -
VALENTINE
ACCESS ROAD UPGRADE
SECTION
6, TIN, R96W,
6th P.M., RIO
BLANCO COUNTY, COLORADO
1
1