HomeMy WebLinkAboutBLM Notification Map.pdfI(2012 WILL.1AMS VALLEY \CM 323-2B\CM 323.28.dwg, Bill/201 7.59:08 AM
Section 28
T. 6S.,R96W
Property Boundary"
s
JV
0
80
GRAPHIC SCALE IN FEET
1 INCH = 80 FEET
Topsoil S-ockplle Area
• NE qP2--.”
C /3.3' —'yo
176'„--.:_j-`-;.-:= X
r — —-Tretiyd
6)1.Z.---/`' Exist. •meet
Utt966 ;- - 11 .../,, '`' prod. coon Eau‘p
oZyp x c ''- I o I X
-{000.. -> 6)
CZ0
80� 6 .2 o -o ti roo0 00
615
rn i`� i,Q8t'I as 00.8 13.
e
01 ' i�yiJo��.,0 tk egg g��
\•sV x ��� Aq- wpm 41
2� c�0 d .• NNN NNN NN 1!
v 0 \,a Ae� o�'ooNooNooDo�°'°°�y's. 130.69°
Gov - N Az.
5roQaa'�"05-03 176
rpm....o o 1 I r
145'
m....11103 iS —?` $y 1 i
g gg i I a
VI -F a(
`�}Nwww N Edge f
N nn
Exist. Pad-��E
'Edge of Proposed --]I8
1 %
Upper Pad SW P6 .`
F 2.5' 175'-
, 176'_.'
60'o/s Ref. Pnf
B
C
WQP8�.
Q2.8'
IW'P7
F 0.4'
1 N M1
C 16.7'
,X.
1..
50
X
I
0
4
a I'
NW a M6
X30'.0%S `
PNT.
150' NE CM2
C 12.8'
��
6
( h, Z
a
k
�m� ` 50 -Cd,
4 ” eOted 3 j -
psiU&�s��6Ayy//
0aFei�e4.//;/;f
Qo92-- . .//!/
-/ I/
10' 'j/ lC/•3'
Prop. GM"7,28-34-3-HN / 95'
Prop.,G,M"7 24'33-HN1312'
'' REMISED: 8/11/14
*NOTE:
1.) Topsoil Volume Based on 12" Soil Depth.
2.) 10% Swell Factor Applied to Earthwork Cul Volume.
3.) Total Disturbed Area = ±11.7 ac.
j = _ _-
r ---S460
_n
.▪ -- Cut/Fill
- ' Line
NAz.136.81'. --
N
SE P0. / BB
F 3.5'
l
50'o/s Ref.
3c
.
SP5
Daylight Line
tipper Pad
. EM3
C 10.4'
I
CC
Ay
/,. /f
5460— — _
- ( - Daylight Line /I' ,' ' r
) /I
/
F3.0' -DD 1.
55, I I
SE M4
136 East Thrtd Street
Rifle, Colorado 81650
Ph. (970) 625-2720
Fax (970) 625-2773
- BOOKC[JFF
j� J4 • Stow' Services, Inc.
SCALE: 1" = 80'
DATE: 6/5/ 14
Construction Plan Prepared for:
WPXENERGY WPX Energy Rocky Mountain, LLC
PLAT: 2A of 7
PROJECT: Valley
DFT: cs
GM 323-28 Drill Pad - Plat 2A
CONSTRUCTION LAYOUT
IC\2012 WILLIAMS VAU Y\CM 32348\CM 323.2B/1w% 8W11/2014 L0:13:113 AM
Section 28
T. 6 S., R 96 W
/
1
'it.
Edge of Proposed -
Upper Pad
SW QPr
F 2.5' 175
-0' 0%S
— -REF. PNT.
llc1�6410 \
-
�i
ct
o
`
NW M6
a
•X
Ex. CMP
ci
\It
Proposed 24"
CMP Culvert
I
—54so—
N
C 66'
150' NE 2 M2
C 12.8'
d
eeG
il-- ——s4sb`
P10.--, . // .;Ja� :Oek:0,64--6
//JebP /
1 C1j i- Line
.j
150 , /.3' N Az.136.81°
Pfop. GM 7,-433-HN1
'/ 95'
Pr9P. Gt16/-24<33-HN1 '
r „/ ,'
SPS
F 9.0'
Daylight Line
Upper Pad
EM3
150' - - C 10.4'
eff_
/1.9s41
(5)=, ��dn6�
W M8
/
--E/PVC Irrig..
Valve
150'
/
-naso-
1
CC
80
GRAPHIC SCALE IN FEET'
1 INCH = 80 FE 1
,l,,(
O///// ,/1/ ''//�(
o
/ ///,j
/,i/a'
/ /' /
/r
/ i/
Daylight Line // g I I
I/
/ :I
-DD- I
i
/ C
-/
•U
Pad Apol '.
ftoso,x3
55'
150' /
SEI M4
F 3.0'
SE M5
F 10.2'
F 7.2'x.
Daylight Line goii
rite Pea
—
—5440— —
' NOTE:
1.) Topsoil Volume Based on 12" Soil Depth.
2.) 10% Swell Factor Applied to Earthwork Cut Volume.
f REVISED: 8/11/14
50' 0/S
REF. PNT.
Ex. Track Trail
co
('4
2
/ Q
Vi
w
0
a.
//
//
/
S M6 -
SW M7 / // F16.2'
F 11.5'
O
3.) Total Disturbed Area = ±11.7 ac.
Ex. PVC Irrig:
Valve ,
stool( 459 Oe Plea
\\
136 East Third Street
Rifle, Colorado 81650
Ph. (970) 625-2720 �//�
Fax (970)625-277:E
BOOKC[JFF
Sury ' Services, Inc.
SCALE: 1 " = 80'
DATE: 6/5/14
Construction Plan Prepared for:
WPX ENERGY WPX Energy Rocky Mountain, LLC
PLAT: 213 of 7
PROJECT: Vallee
DF7 CS
GM 323-28 Dill Pad - Plat 2B
CONSTRUCTION LAYOUT
Section 28
T. 6 S., R 96 W
' -3... . , ,,---, ,, ,,,, , :, ..
, , ) ,
4 (..,()
,' ,
1
is
<_,=-'l •, i�r/ir \ppirltr
' : /
CC
•
1000
0
2000
I
to t,
GRAPHIC SCALE IN FEET
1 INCH= 2000 FEET
ACCESS DESCRIPTION:
FROM THE INTERSECTION OF THE 1-70 FRONTAGE ROAD AND COUNTY ROAD 215 AT PARACHUTE, PROCEED IN A
NORTHWESTERLY DIRECTION ALONG COUNTY ROAD 215 ±4.6 MILES TO AN INTERSECTION WITH A DIRT/GRAVEL ROAD,
PROCEED LEFT IN A SOUTHWESTERLY DIRECTION ±0.1 MILES TO THE EXISTING GM 323-28 LOCATION, AS SHOWN
HEREON.
136 East Third Street
Rifle, Colorado 81650
Ph. (970) 625-2720
Fax (970) 625-277.,,�j���l� Vii,, i
BOOKCLIFF
Survey Services, Inc.
SCALE: 1" = 2000'
DATE: 6/5/ 14
Construction Plan Prepared for:
WPXENERGY WPX Energy Rocky Mountain, LLC
PLAT: 5 of 7
PROJECT: Valletl
DFT: cs
GM 323-28 Drill Pad - Plat 5
ACCESS ROAD & TOPO MAP