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0\01. -PAN?
550
Q;\2006\479 062_URSA\dwg\Ursapad and pipeline KEY_MAP-PH2 dwg Plotted; 4/20/2017 4;40 PM By; Tin barnett
Key Map
Ursa Operating Company
Special Use Permit and
Major Impact Review
Battlement Mesa P.U.D. Phase II
Garfield County, Colorado
NOTES:
— This map has been prepared for the purpose of aiding the reader regarding the location
and general information for the Pads to be considered as part of a Major Land Use Impact
Review application by Ursa Operating Company within the Battlement Mesa P.U.D. The boundary
of the P.U.D. is shown per Resolution 82-121 recorded as Reception No. 333476 and
amended by unrecorded Resolution 82-138, dated 21 June, 1982. The majority of the
information shown hereon has been plotted using the information contained within the Special
Warranty Deed recorded as Reception No. 408507 which describes the limits of the Battlement
Mesa P.U.D. along with the encumbrances and exceptions affecting the parcel at the time of
recording. Other information shown hereon has been plotted per SGM legacy data and title
work provided by Ursa Operating Company.
- BMC A Pad lies within Assessor Parcel No. 2407-081-00-152.
- Proposed pads, pipelines, and associated grading are shown per current preliminary design.
- Applicant: Ursa Operating Company, 792 Buckhorn Dr., Rifle, Colorado 81650.
ff
tat
M Si 1)
MoPii•ie!en.
10
Mesa P.U.
(Typical)
15
)_I
Battle 1. zit Mes.i".0
Boundary (T)yl'ca
arm
•
Vicinity Map
Scale: 1"=3000'
1115a i OPERATING
I COMPANY
r 6SGM
118 West Sixth Street, Suite 200
Glenwood Springs, CO 81601
970.945.1004 www.sgm-inc.com
1
1
6
12 1 7
12 -
i
sae
sae
32
//
Battlement Mesa P.U.D. Boundary (Typical)
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SS4
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40
•
UNPLATTED
BATTLEMENT MESA P.U.D.
Reception #333476
Tompkins, T.L.
998 Co. Rd. 309
Parachute, Co. 81635
UNPLATTED
BATTLEMENT MESA P.U.D.
Reception No. 333476 &
Unrecorded Resolution
No. 82-138
(21 June, 1982)
Parcel 7
56.17 Acres t
Reception#740453
4
5 4
8 9
wwR
1 1 Old High School Parcel
I�
QI 41.35 Acres t
! Reception#740455
n
ti
12 77
13 I i
Willow Creek
Section 2
Reception/322310
Unplatted
Battlement Mesa Partners
Reception #333476
River Bluff
Filing No, 1
Reception#371428
ori ►?MOW
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4
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Bowe e1MINAal
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I is MUM el Dm 1
Ba- ttlement Mesa PUD Boundary
(Typical)
URSA Operating Company, LLC
Battlement Mesa PUD Phase 11
BMC A PAD
L.W. St. John
Middle School
Reception/347912
18 17
19 20
20
17 16
Tonder, D.R. & M.A.
1104 CR 308
Parachute, CO 81635
orTT
tm
Wm`V41
7 � Qi
tia
10.
Yater, A.N. & 1731 BATTLEMENT MESA P.U.D.
UNPLATTED
7281 Co. Rd. 300 Reception No. 333476 &
Parachute Unrecorded Resolution No. 82-138
Co. 81635 (21 June, 1982)
Watson Ranches, Ltd.
P.O. Box 586
Meeker, Co. 81641
Gardner, 11.
1 36 Co. Rd. 302
Parachu
Co. 8163
Foster, M.L.
600 Poderosa Circle 1
Parachute, Co. 81635 1
Savage, J.W. & R.E.
P.O. oz 1928
Rifle, Co. 81650
Battlement Mesa PUD Boundary (Typical)
Coulters Pocket, L.L.C.
P.O. Box 26
Woody Creek, Co. 81656
Gardner, S.I.
1236 Co. Rd. 302
Parachute, Co. 81635
L
16
IMM
Gardner, S.I.
1236 Co. Rd. 302
Parachute, Co. 81635
Ursa Operating
Company
BMC F
Battlement Mesa P.U.D. Boundary (Typical)
—
.a M
acro
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6
.)U
d
o°
m
Payton, A. & W.
702 Co. Rd. 303
Parachute, Co. 81635
B.L.M.
Encana Oil & Gas (USA) Inc.
3615 D. Huron St., Ste. 200
Englewood, Co. 80110
1000
Rill, G.B. & D.J.
3212 F Rd.
Clifton, Co. 81520
UNPLATTED
BATTLEMENT MESA P.U.D.
Reception No. 333476 &
Unrecorded Resolution
No. 82-138
_ — (21 June, 1982)
Bosley, M.A.
P.O. Box 26
Woody Creek, Co. 81656
0
500
r
4 3
9 1 10
10
9 1 10
16
15
GRAPHIC SCALE
1000
2000
1)
4000
Special Use Permit and
Major Impact Review
Key Map
( IN FEET )
1 inch = 1000 ft.
2006-479.062
TB
4.20.17
J Ss
Ursapad and pipeline KEY_MAP-PH2
Exhibit E
Al
I
111
I
1
III
•Lot. 3 " \\...... .
Si •
e Plan
River Bluff
Ursa Operating Company BMC A
ast 14 ...Located in the SW 1/4
' :Corner
3 o:s6�•recto 5-- ' \ -- Section 18, Township 7 South
•
I '
Range 95 West of the 6th P.M. &I bo°
......... :.•I'... SE 1/4 Se c tl on 1 �3, To ren sh 1p South
Range 96 West of the 6th P.M.
\jk V — BMC A Site Easement Legal Description
An Easement located within the Battlement Mesa Planned Unit Development
\:: (hereinafter referred to as P.U.D.) as described in that document recorded as
Reception No. 333476 in Garfield County Records (hereinafter referred to as G.C.R.)
and amended by unrecorded Resolution No. 82-138 dated 21 dune, 1982, said
- Easement also lies within the Southwest quarter of Section 18, Township 7 South,
Range 95 West, of the 6th Principal Meridian and the Southeast quarter of Section
I 7' 13, Township 7 South, Range 96 West, of the 6th Principal Meridian, Garfield County,
Colorado, and being more particularly described as follows:
COMMENCING at the most Northeasterly corner of the said P.U.D., being the Point of
91v Beginning of the legal description contained in said Reception No. 333476 also being
,\00'
\0 OeceP � I ! Principal Meridian, from which the Southeast corner of said Section 5 bears
S 00°15'43" W a distance of 2605.35 feet (Basis of Bearings for this description);
THENCE 54374'13"W for a distance of 14930.86 feet to a point at the Southerly
I terminus of the Right of Way of River Bluff Road as described in that document
recorded as Reception No. 398302, and shown on Exhibit B thereof, G.C.R., also
being on an Easterly Corner of Lot 1 of River Bluff Filing 1 as shown on the plat
thereof recorded as Reception No. 371428, G.C.R., and being the POINT OF
BEGINNING;
the East Quarter Corner of Section 5, Township 7 South, Range 95 West, of the 6th
Exisfing.
47'
I �� �::: 7 Thence S 18°02'57" W a distance of 136.53 feet;
I
Thence S 37°43'42" W a distance of 198.76 feet;
,
857 I Thence 5 21°55'.30" W a distance of 44385 feet;
.-2 -_ 7 II
Thence 5 34°5321 W a distance of 377.47 feet to a point on the Northern Line of
P�ro��sed�•
� r Pipelinest • , I:. I: ! 30' Utility Easement I I River Bluff Filing 6 as shown on the plat thereof recorded as Reception No. 344070,
\ , ,, � 8g ,....• � � :' :� �:: :�:.::::; ::.::�:::::; .�.�.:'•: {�::. : ........ /�.:�;.':;;;:�:'::' Reception/1362182 �I • '
38 54 W l th N th L• f R Bl ff Fl 6 d t f
��- � ,-' � �-' � • •. : '� / /i/ : .�: ... Thence S 58° a ong e or ern ine o fiver u i FT a is ance o
355.60 feet;
iSignage...•........ l Thence N 43°57 51 W a distance of 445.26 feet to a point on the Southerly line of
S�
\ 5 said Lot 1;
• �� 0 �
I
Thence along the Southerly line of said Lot 1 the following three (3) courses;
.. I 1. Thence N 29°02 34 E a distance of 117.32 feet;
o , I
55.91 I
� 2. Thence N 58°37'17"E a distance of 490.16 feet;
/... J. Thence S 78°5756 E a distance of 244.78 feet;
. ,
Lot 1 ::..::.�. /..
I
` �I......���\���� Thence N 27°57'12" E a distance of 337.04 feet;
I
�i:.. • �:.....0..~... ....... i.•::. Thence N 322202 E a distance of 246.13 feet;
I Thence S 33°20'16" E along the Southerly terminus of the Right of Way of River
2409 134 06 001 ... � ��,,,% � a . � . �..:o........... .....:...... �/:. �.:::....:�:::.:......:..•.::::.:.:.:: LK Well
� .;::: �::.....:'::::.�.._..:...� :_::.�.::::::��.:�::���, :.�':�� I I \ � ..... I
,„
. •� ����•�� �� .." . D�.:::::::•:��`:�<•>��� .•'�. /. � \. I Thence N 5629 35 E a distance of 181.90 feet to apoint on the Southerly
,0 �, d e.. �m �... :...::f I I y
I Thence N 18°17'07" W a distance of 1,32.56 feet;
/ \ \ 10' Utility Easement I
o, 1\\::...: • ::... :::.. ..;•;..::: "� :.. �.':`.%:` \ terminus of the Right of Way of River Buff Road;
' c,.... i I I I
I Bluff Road a distance of 99.62 feet to the POINT OF BEGINNING;
I Said Easement contains 10.11 acres (440,60,3 sq.ft.) more or less.
\ Keception#5627/9 I — Applicant: Ursa Operating Company, 792 Buckhorn Dr., Rifle, Colorado 81650
Qh\2006\479 062_URSA\dwg\easement description_BM-1_2016-URSA-PH2 dwg Plotted: 4/20/2017 5104 PM By: Tim barnett
Unplatted
Battlement Mesa P.U.D.
Reception No. 3334'76 &
Unrecorded Resolution No. 82—
(21 June, 1982)
Parcel # 2407-081-00-152
- Proposed BMC A falls within a Planned Unit Development zone district: Public,
Semi—Public, Recreation, and Injection Well (PSR/).
\ \ \ - Proposed grading and structures shown hereon are from current SGM designs.
,''eeeption#323�29�7 v v 30' utility Easement v A
— There are no buildings or structures on the subject property that will affect
/ ////134r/cel # 2409-241-00-115 \\ \ �� Reception#362175 \ \\ this development. Ground over vegetation is native rasses nd agebrush.
/ \ \ \ .
/ '\\ \\ \\ \ - See Sheet 3 for detailed view of Well Pad & Typical Elevation Sections.
\\ \ \ \\ — Pump and haul facilities will be provided for Sanitary Waste.
/ \
\ \\
/ ' ' 1 \ \\ AV \
/ v
\ \ A
/ \
\
\ \ A
/ \ \ \
\
/ \ \ \ Surveyor's Certificate:
138 / _-- \ \\ \
/---
�o \ 1, Robert E. Brandeberry, being a Registered Land Surveyor in the State of Colorado,
\ \ do hereby certify that this Site P/an was made under my supervision and is true
/
1 A \ and correct to the best of my belief and kno:edge.
N. t� \ \\ a pfl�`\\ Robert E. Brandeberry ���.' ' . RR'y:' J'�►
/ Ems; 1E4 \ \ Colorado PLS # 38388 ''),z)
:
GRAPHIC SCALE \ For, and on behalf of SGM = '°° •/
/
/ �I 100 0 50 100 200 400 \ \ \- 1:::7
. �
,r • 4/2 �77 i,t
494141
°L 1g
River Bluff //
Filing No, 6 //
Reception#344070 /
/
U rsa 1 OPERATING
COrMPANY
118 West Sixth Street, Suite 200
Glenwood Springs, CO 81601
970.945.1004 www.sgm-inc.com
URSA Operating Company, LLC
Battlement Mesa PUD Phase 11
BMC A PAD
Special Use Permit and
Major Impact Review
Site Plan
Easement description_BM-1 _20 1 6-URSA-PH2
I
111
I
1
III
Revision
Date
By
ed: 4/27/2017 10:44 AM By: Anthony Alfini
I:\2006\2006-479\062-2014Revisions\H DWGs \ 2017 A Pad\BMC A Pad Base SGM. dwg P
Preliminary
Not For
Construction
PC:6+74.02
N14335043.80
E778919.18
•
c
(51
co
0
0
co
5080
D/TCH ALIGNMENT
5085
5090
5095
•
85
5090
0
0
5080
5100
WEST DITCH ALIGNMENT
•
5090
DIVERSION DITCH AL/GNMENT
EP: 6+20.68
N14334861.30
E779048. 72
BMC A PAD
PC.:2+ 13.87
N14335257.72
E779325.11
&O
0000000000000
410 ®® I I 1111111
PAD A ACCESS ROAD ALIGNMENT
0
L5
N
h
VALLEY PAN ALIGNMENT
—L 18
0
5745
5750
5755
5760
5765
576.0
5175
00
•
N144111,\
0
(0
0
0
O
L19
x°c6
11 11111111
6SGM
118 West Sixth Street, Suite 200
Glenwood Springs, CO 81601
970.945.1004 www.sgm-inc.com
LINE TABLE
LINE
BEARING
LENGTH
L12
S60°50'14'W
106.72'
L13
521'12'46"W
34.35'
L14
N69°48 '23"W
52.41 '
L15
N4702'10'W
82.22'
L16
N76°07'26 "W
130.74'
L17
N31°00 '32 "W
48.47'
L 18
S58°59 28'W
373.00'
L 19
S58°59 08'W
199.21 '
CURVE TABLE
CURVE
RAD/US
LENGTH
TANGENT
CHORD
BEARING
DELTA
C5
16.62'
13.21'
6.97'
12.86'
S84°01'35'W
45° 32' 00"
C6
49.71 '
32.36'
16.78'
31.79'
S42°11 '18'W
37 17' 51"
URSA Operating Company, LLC
Battlement Mesa PUD Phase II
BMC A Pad
Ditch Geometry Plan
Graphic Scale
0 20 40 80
In Feet: 1" = 40'
Job No.
2006-479.062
Drawn by:
AMC
Date:
3.13.17
QC:
DJ C
PE:
JJS
File:
BMC A Pad Base SGM
A3
Of 6
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Revision
Date
By
1
Anthony A/Fin
e SGM.dw
m
0
Q
Q
N
N
N-
SO75
x
(171
71.47'
Ol IN
IN
0
w
x
x
x
•••.•••••••••
0.0%
PROPOSED WELLS (25)
222.00'
••••••••••••
195.0
LIC
WELL
IN ) IN
IN ll IN
1111111111
40.00'
PUMP
HOUSE
of
O.OX
x
5090
E>
574.23'
TEMPORARY
COMPLETION FACILITIES
DIRECTION OF
TRAFFIC FLOW (TYP.)
0.5%
0
0
0
L5
SEPARATORS
28.27'
(0
0
76.25'
COMBUSTER
A
PROPOSED
SOIL -NAIL WALL
4' VALLEY PAN
A
S69°43 44'E 7.00'
Ooh
SITE PLAN
L=9.425
R= 6.000
L=9.425
R=6.000
N20°16'16'E 7.00'
/NV IN ELE. 5072
LF 18" CMP AT 0.409
520°16'16"W 700'
WATERMAN
HEADGATE
L=9.425
R=6.000
N69°43'44''W 7.00'
37.5 LF OF 12"
PVC DRAIN TO
DAYLIGHT
Graphic Scale
10 20
In Feet: 1" = 20'
40
DETENTION POND PLAN
LEGEND
IN = INJECTION TANKS
PW = PRODUCED WATER
COND = CONDENSATE
X = EXISTING FENCE
P = WATER & GAS PIPELINES
Preliminary
Not For
Construction
Graphic Scale
0 20 40
80
In Feet: 1" = 40'
5140
5135
5130
5125
5120
5115
5110
5105
5100
5095
W
-0+250+00
5140
5135
5130
5125
5120
5115
5110
5105
5100
5095
5090
TOP
OF SOIL
-NAIL
_-------__`
So"
�__
L'UKNEK
WALL
(EXISTING
GRADE)_
- -
- -
-
---
��
-
-
__
\�---------
90"
CUKNEK
VALLEY
PANS
FLOW -LINE,
SCALE:
HOW
1 '=30'
VERT'
1 "=15'
FG
5128.1 EG
5103.50 FG
5127.4 EG
5103.38 FG
5126.2 EG
5103.26 FG
5125.3 EG
5103.13 FG
5724.8 EG
5103.01 FG
5123.4 EG
5102.89 FG
5120.7 EG
5102.77 FG
5121.9 EG
5102.65 FG
5121.8 EG
5102.53 FG
5122.1 EG
5102.40 FG
5123.2 EG
5102.28 FG
5125.5 EG
5102. 16 FG
5128.2 EG
5102.04 FG
5129.5 EG
5102.00 FG
5131.5 EG
5102.00 FG
5133.1 EG
5102.00 FG
5132.7 EG
5102.00 FG
5134.8 EG
5102.00 FG
5136.2 EG
5102.00 FG
5136.6 EG
5102.00 FG
5136.4 EG
5102.00 FG
5135.5 EG
5101.88 FG
5133.0 EG
5101.75 FG
5129.4 EG
O
kr)
0+50 1+00 1+50 2+00 2+50
3+00
SECTION A -A
3+50 4+00 4+50 5+00 5+50
SCALE: 1" = 60'
SECTION B -B
SCALE: 1" = 30'
SEE DETENTION POND _
PLAN FOR DETAILS
5025
END DRAINAGE DITCH
STA.14+34.53
O/S 183.02'R
tIMP
x
5085
x
509�� 50955
5100
END DRAINAGE DITCH
STA. 14+36.84
0/5 148.71R
5075
5080
END DIVERSION DITCH
STA. 14+51.47
0/5 82.18'R
0
$
0
5085
DIVERSION DITCH
19 MIN. GRADE, 2:1 SIDE
SLOPES, 1 FT DEEP (TYP.)
5090
0
BEGIN 135 LF
DRAINAGE DITCH
STA. 13+80.00
0/S 29.43'R
A
0
END 4" VALLEY PAN
BEGIN 116 LF
DIVERSION DITCH
STA. 13+68.65
0/5 1.46R
STA. 13+59.30
O/S 59.48'L
EL.5098.00
STA. 13+61.73
0/S 165.43'R
EL.5101.63
0.59
-
DRAINAGE DITCH
1Z MIN. GRADE, 2:1 SIDE
SLOPES, 1 FT DEEP (TYP.)
5090
STA. 12+89.48
0/S 93.37'R
EL.5102.00
STA. 12+88.69
O/S 20.89'R
EL. 5101.98
STA. 12+90.27
0/S 166.20'R
EL.5101.63
STA. 10+95.28
0/S 168.31 R
EL.5101.61
STA.9+34.94
0/5 1 70.04 R
EL.5102.39
STA. 10+94.49
O/S 95.48'R
EL.5102.00
0
ti
H-
0
0
Of
0.09
STA. 10+93.71
0/S 2.3.00'R
EL.5102.00
a
0 I �
L5
0) 1
o
�� h) 0) o
END ROADSIDE DRAINAGE DITCH
BEGIN 722 LF DRAINAGE DITCH
STA.7+63.60
0/S 40.35'R
STA. 7+72.5
0/525.89R �/
EL.5103.50
414*to
STA. 12+87.88
-0/5 54.79'L
EL.5102. 17
STA. 10+92.89
-O/S 52.68'L
EL.5102. 17
4" VALLEY PAN
1.09
FL VALLEY PAN
N14335114.56
E779564. 12
EL.5103.50
EDGE OF VALLEY PAN
N1433511285
E779565. 14
EL.5103.70
GRADING AND DRAINAGE PLAN
(TYP) FILL
SLOPE
9'
1.5
1 fir" -4
I Ii
TANKS (8)
015' X 9'H
dit111111144
CONTAINMENT _
RING
RECEIVER
4'-5'H
75'
BLOCK GATE
3'-4'H
12'
LAUNCHER
4'-5'H
25'
ISI -SII -
COMBUSTOR
03' X 12'H
3'-5' (TYP)
I ill tE11
WELL HEAD
3-4'H
1 1 1
SEPARATORS (5)
12'W X 22'L X 15'H
t
15'
PAD GRADE
0.5%
18'
4
30
COMMUNICATION
ANTENNA 18'H
2
1 -4
(TYP) CUT
SLOPE
6SGM
118 West Sixth Street, Suite 200
Glenwood Springs, CO 81601
970.945.1004 www.sgm-inc.com
URSA Operating Company, LLC
Battlement Mesa PUD Phase II
BMC A Pad
PAD FACILITIES AND STRUCTURES ELEVATION
SCALE = N.T.S.
Site Plan Grading &
Drainage & Elevation View
Job No. 2006-479.062
Drawn by: AMC
Date: 3.13.17
QC: DJC
PE: JJS
File: BMC A Pad Base SGM
Of
A4
6
I
111
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Revision
Date
By
ed: 4/27/2017 10:44 AM By: Anthony Alfini
I:\2006\2006-479\062-2014Revisions\H DWGs \ 2017 A Pad\BMC A Pad Base SGM. dwg P
\
S'
c
i
i
�Y \
z -o
N5‘4::c7-2.?
woC>
BEGIN PAD A ACCESS
MATCH EX. EL. 5132.34
STA.0+ 12.07
0/5 0.00'
MATCH EX. ELEV. 5134.76
STA. 0+08. 15
0/5 36.48'L
RAD. PT.
STA.0+36.93
0/5 41.75'L
s -
-
EG PT
-s - --s-
5760
5755
5750
STA. 0+37.81
0/5 11.00'L
5745
5740
5735
NEW ACCESS GATES:
(2) 12' METAL GATES
STA. 1 +32.07 0/5 0.00'R
BEGIN BOULDER WALL (L)
CONTINUE TYP. ROAD SECTION
STA.2+26.59 0/5 0.00'
EG PT
STA.0+43.62
\\O/S 11.00'R
R30'
\ 57 50
MATCH EX. EL. 5129.29
STA.0+ 13.81
0/5 42.67'R
\
kPN
BEG/N TYP. ROAD SECTION
STA.0+43.70 0/5 0.00'
� 25
i
WATER/GAS PIPELINES SHOWN
IN ROAD FOR CLARITY,
LINES TO BE LOCATED IN
FLOW LINE OF DITCH
51^0
5765
51060
5755
5100
5145
5140
END BOULDER WALL (L)
5135 CONT/NUE TYP. ROAD SECTION
STA.5+47.80 0/5 0.00'
5730
5125
oo
577g'
5774
N
END BOULDER WALL (L)
BEGIN SOIL NAIL WALL
�
STA.7+91.34 0/5 16.00'L
END PAD A ACCESS
MATCH PAD EL. 5103.30
STA. 7+84.15
0/5 0.00'
RAD. PT. 11/\
STA.0+43.26 \
0/5 41.65'R
END NEW FENCE,
TIE INTO EX. H -BRACE
i \ STA.4+76.39
0/5 36.10 R
BEGIN 450 LF NEW - \ \
4 -WIRE FENCE
-73
\ STA.0+18. 76
\ 0/5 43.87'R
WASTE WATER
oL PLANT
.44d//////////rIIIII
o
o
o -
WASTE WATER
\ PLANT
BEGIN BOULDER WALL (L)
CONTINUE TYP. ROAD SECTION
STA.6+42.00 0/S 0.00'
00
07
EG PC
STA. 7+59.53
0/5 11.00'R
RAD. PT
STA. 7+60.20
0/5 21.18'R
EG PT
STA. 7+68.73
0/5 1 7.08 R
1 'I
00
5145
5140
5135
5130
5125
5120
5115
5110
5105
W
BEGIN ACCESS RD.
MATCH EX. GRADE
SCALE:
HORZ. / '' ✓V'
VERT: 1 '=15'
+
N
PV/ STA.2+42.59
PV/ ELEV.5126.50
K=193.64
50.00' VC
N_
h
+
V
4
TOP OF BOULDER
WALL (EXISTING GRADE)
FINISHED -
GRADE(FG)
EX/STING
GRADE(EG)
. .
PV/ STA. 5+ 12.33
PV/ ELEV. 5118.97
K=16.81
50.00' VC
Cri 'Cr
mm
+
h
TOP BOULDER
WALL (EXISTING GRADE)
END ACCESS RD.
MATCH PAD A EL.
67.3
C .
m tea! a
FG
5132.2 EG
5132.01 FG
5131.6 EG
5131.38 FO
5130.2 EG
5130.75 FG
5129.3 EG
5130.11 FO
5128.7 EG
5129.48 FG
5128.4 EC
5128.85 Fc
5128.2 EG
5128.21 FG
51272 EC
5127.58 Fc
5126.7 EG
5126.95 FG
5126.3 EC
5126.29 FG
5125.4 EG
5125.60 FG
5124.7 EC
5124.90 FG
5123.9 EG
5124.20 FG
5122.8 EC
5123.50 FG
5121.9 EG
5122.81 FG
5120.9 EC
5122.11 FG
5119.8 EG
5121.41 FG
5119.4 EG
5120.71 FG
5119.4 EG
5120.02 FG
5119.3 EG
5119.27 FG
5117.9 EG
5118.20 FG
5116.0 EG
5116.80 Fc
5115.0 EG
5115.36 FG
5113.7 EG
5113.92 FG
5112.7EG
5112.48 FG
5112.1 EC
5111.04 FG
5111.9 EG
5109.59 FG
5111.3 EG
5108.15 Fc
5110.6 EG
5106.71 FG
5109.8 EG
5105.27 FG
5109. 1 EG
co
friO
h
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
PAD A ACCESS ROAD PLAN AND PROF/LE
5+50
6+00
6+50
7+00
7+50
5145
5140
5135
5130
5125
5120
5115
5110
5105
5100
Preliminary
Not For
Construction
6SGM
118 West Sixth Street, Suite 200
Glenwood Springs, CO 81601
970.945.1004 www.sgm-inc.com
URSA Operating Company, LLC
Battlement Mesa PUD Phase II
BMC A Pad
Graphic Scale
0 20 40 80
In Feet: 1" = 40'
LINE TABLE
LINE
BEARING
LENGTH
L1
S11°3201'E
70.19'
L2
532°02'21"W
203.06'
L3
S15'46'45141
47.78'
L4
534°46'11"W
122.44'
L5
559°36'38"W
700.00'
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C1
150.00'
117.01'
61.66'
114.06'
59°4132"W
44° 41' 36"
C2
250.00'
70.95'
35.71 '
70.71 '
52354'33"W
16' 15' 35"
C3
250.00'
82.86'
41.81'
82.48'
525'1628"W
18' 59' 26"
PAD A ACCESS LINE AND CURVE TABLES
1 1.0'
2.0%
1 1.0'
EXISTING GRADE
2209
�'
111
8" CLASS 6 ABC 1.5' DEEP
ROADSIDE DITCH
ABC = Aggregate Base Course
= Minimum 4" Topsoil or Specified Alternative
TYP/CAL ROAD SECTION
Access Road
Plan & Profile
Job No.
2006-479.062
Drawn by:
AMC
Date:
3.13.17
QC: DJC
PE:
JJS
File:
BMC A Pad Base SGM
Of
A5
6
I
111
I
1
III
Revision
Date
By
I:\2006\2006-479\062-2014Revisions\H DWGs 2017 A Pod BMC A Pod Bose SGM.dwg Plotted: 4/27/2017 10:43 AM By: Anthony A/Fini
INSTALL 2.0 CY 050=9"
R/P RAP AT OUTLET OF 8" PVC
LINE R/P RAP WITH GEOTEXT/LE
FABRIC 140N OR EQUIVALENT
5025
INSTALL 2.0 CY 050=9"
RIP RAP AT OUTLET OF 18" CMP
LINE RIP RAP WITH GEOTEXTILE
FABRIC 140N OR EQUIVALENT
INSTALL 762 LF BRUSH
BARRIER AND EARTHEN BERM
BETWEEN TOE OF FILL SLOPES
AND DITCH
0
50135,5
x
x
x
/
i
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50901./
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rn
1/
ho° 0)co
ho
0
0
L
SNOW STORAGE ,
(7000 SF)
CHECK DAMS WILL BE
INSTALLED AS APPLICABLE
TO GRADE AND NECESS/TY
5075
co
5080
INSTALL 2.0 CY 050=9"
RIP RAP AT OUTLET OF
DITCH. LINE RIP RAP
WITH GEOTEXTILE FABRIC
140N OR EQUIVALENT
5090
INSTALL 305 LF BRUSH
BARRIER AND EARTHEN BERM
BETWEEN TOE OF FILL
SLOPES AND DITCH
5085
INSTALL 2.0 CY 050=9"
RIP RAP AT OUTLET OF 4'
VALLEY PAN LINE R/P RAP
WITH GEOTEXT/LE FABR/C
140N OR EQU/VALENT
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5
5A40
,50
515560
5 / 9,
/ /
5
/
/
A./
.00
5205
VTP
RS
rin�O�in
CD
Preliminary
Not For
Construction
VEHICLE TRACKING
PAD
SURFACE
ROUGHENING
W/ SEED
CHECK DAM
NOTES:
7. NL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES (INCLUDING
STAG/NG AREAS) NOT CALLED OUT IN THIS PLAN ARE TO BE TOP
SOILED 4" MIN. AND SEEDED.
2. BMPs MAY VARY TO ACCOMMODATE LANDSCAPING.
3. CHECK DAMS AND INLET/OUTLET PROTECTION ARE TO BE
CONSTRUCTED OF LOOSE ROCK OR ROCK SOCKS. TO BE
IMPLEMENTED AS NECESSARY BASED ON LOCATION AND SLOPE.
4. SEED MIX IS TO BE URSA DRY LAND MIX OR OWNER
APPROVED MIX.
5. TOPSOIL TO BE SPREAD EVENLY ON TOP OF BERMS AT TOE
OF FILL SLOPES.
6. RIPRAP TO BE ANGULAR IN SHAPE NOT ROUND OR COBBLE.
7 VEHICLE TRACKING PAD TO BE 8" DEEP OF 7 2 " MINUS CLEAN
SCREENED ROCK UNDERLAIN BY 740N GEOTEXTILE FABRIC OR
APPROVED EQUAL.
1
BATTER 10
SHOTCRETE WALL FACING
SOIL NAILS (SPACING AND DEPTH
TO BE DETERMINED BY
DESIGN/BUILD CONTRACTOR
VALLEY PAN AT
BASE OF WALL
PAD A FLOWLINE TO
DETENTION POND
EXISTING GRADE
ll:
1 -
PREFABRICATED DRAINAGE MAT
(FULL HEIGHT OF WALL)
GROUTED
ANNULUS
CLASS 6 ABC
WEEPHOLES AT BASE OF
PREFABRICATED DRAINAGE MAT
6SGM
1 18 West Sixth Street, Suite 200
Glenwood Springs, CO 81601
970.945.1004 www.sgm-inc.com
SOIL NAIL WALL DETAIL
NOT TO SCALE
TENSAR BX 1100 GEOGRID
OR APPROVED EQUAL
FOR HEIGHT OF WALL
BATTERED BOULDERS
REINFORCED AS
NECESSARY
VERTICAL OR BATTERED
TOWARD CUT SLOPE
1 ' —2' W/DTH
CAP BOULDER;
200 LBS. M/N.
GEOTEXTILE
SEPARATOR FABR/C
(CLASS 1)
GRANULAR ROCK (CLASS 2)
BACK DRAIN
BED COURSE; 6" MIN.
UNDISTURBED OR
COMPACTED
SUBGRADE
2' —3' BOULDER
5% MIN. SLOPE
2'-4' MIN. W/DTH BASE
BOULDER; 2,500 LBS
MIN.; SET MIN. 1/3
BELOW GRADE
100.1141.1111
O. 4010.00
/
If W�„ aWiW Wi►
�•�oliob ...wow.
//
\/i///,// /
NOTE:
1. ENG/NEER TO APPROVE STAKING OF WALL LOCATION(S) &
BOULDER SELECTION PR/OR TO CONSTRUCT/ON.
2. HEIGHT OF CAP & BOULDER SHALL NOT BE GREATER THAN W/DTH.
3. EACH BOULDER TO BE FIRMLY SET & SUPPORTED BY ADJACENT
& BELOW MATER/ALS.
5 BATTER
VARIES; SEE PLAN; 6' MAX.
(o
URSA Operating Company, LLC
Battlement Mesa PUD Phase II
BMC A Pad
BOULDER WALL DETAIL
NOT TO SCALE
Graphic Scale
20 40
80
In Feet: 1" = 40'
4'
2'
�•o�O°im°d"o
•_• ot�OoO°�o
STRIP ALL TOPSO/L, SCARIFY &
RECOMPACT SUBGRADE A MIN.
OF 12" DEPTH TO 95%
MODIFIED PROCTOR
4" CLASS 6 AGGREGATE BASE
COURSE COMPACTED TO 95%
MODIFIED PROCTOR
COOT CLASS
B CONCRETE
. • ••• o °_ . °
" o °o�o•_o rp
_0o
Ow -
o.• oho
o _ •
VALLEY PAN (4 FT)
NOT TO SCALE
Erosion Control Plan
Job No.
2006-479.062
Drawn by:
AMC
Date:
3.13.17
QC: DJC
PE:
JJS
File:
BMC A Pad Base SGM
Of
A6
6
I
111
I
1
III