2017-03-20_PERMIT FILE - C1981019A ‎(42)‎

• Permit No: C1981019A
• IBM Index Class Name: Permit File
• Doc Date: 3/20/2017
• Doc Name: Collum Haul Road Elevated Crossing Moffat County Road 51
• Section_Exhibit Name: Map 25F
• Media Type: M
• Archive: Yes

l
61'-0" DCSP ARCH
ti.
MEASURED ALONG THE CL COLLOM HAUL ROAD
\? HCL CR 51/CL STRUCTURE
00
4'-0" 12'-0" 12'-0" 4'-0" * v 0 * MEASURED PERPENDICULAR
xD� ' ' GUARDRAIL Q TO C/L CR 51
i 6440 Q TYPE 3 (TYP.) Z
za 6:1 �Q 6440
w cn
6430 PROPOSED 5'-0" MIN. 6430
GRADE COVER AT IRE FACED
FACE OF MSE WINGWALL
PGL ROAOLLOD GUARDRAIL TYP.
}.
HAUL ROAD ( )
6420 _.
EL. 6410.89 EXISTING 6420
GROUND LEVEL
EL. 6409.34
6410 5 65% 6410
-- -
0.25�
8 V a 6400 Ln
CD
FOOTER z
Ln x
+ CD
ELEVATION
� 400
1„=20' o a-
J
145+00
144+00
P
4
1
'
r
r
r e � r
4
\ (Z' p
m" y
0
t t�
o° rr NCL CR 51--' C/L S UCTURE
FOOTER
HCLCOLLOMHAO r
— .. L ROAD&
_ ,.. .. ... DCSP ARCH
PT 4�-
C/L
I �
WIRE FACED
TOP OF SELECT
STRUCTURAL$A
._.r � 25'MIN-(TYP.
# � o � C,KFiLL
o a
MSE HEADWALL I = SEE NOTE I PGL CR S:
(TYP.)
—_
�- cn
0 4
„ MAR
c 5
EAE6ri4LE
FACE OF GUARDRAIL/ TYP. -
TYPE 3 (TYP.) ( ) > = 0
c.` Q BEGIN DCSP ARCH o w a
x '-) � STA. 143+88.76 z ---- - -�
•�.: END DCSP ARCH I
74.89° o N Q �CLEAA SCE
Q� 145+00 STA. 144+49.76 = —j z ENVELOPE
Q
. N 63°54 2 W o 0 44+00 -
1. _. �., �.. -.._. 16' re'
144+19.26, 0.00' L r7 � I
w
E 3
HCL & PGL COLLOM HCL COLLOM HAUL CAD = Q 90° (TYP.) '�' GjARDRA;L nP°_\
W Z
r t `' HAUL ROAD 17+35.42, 0.00' RT.
Q
,
HCL CR 51
r r / LEGEND
-'_•„ � '., SELECT STRUCTURE -- ---
} BACKFILL _ 1»=2 0'
TYPICAL
` = NOTES: SECTION
s a C n
// f ._ LOOKING STATIONS AHEAD CR 57
l n II F
7 ( �t U) Y DESIGNE BUT NOT LESS SR
P T 3• .
a k c THAT 8—0 D
= A KFILL WIDTH AS
DETERMINED B R
' OWING DEEP CORRUGATED STEEL PIPE(DSCP)ARCH DIMENSIONS AN
•P T—2 WIRE FACED MECHANICALLY STABILIZED EARTH(MSE)HEADWALL
/ * STA.143+88.76 TO STA.744+49.76
Oy WIRE FACED 2. HEIGHT OF COVER OF SELECT STRUCTURAL (FINAL DESIGN TO BE PROVIDED BYDSCPMANUFACTURER
x
FOOTER MSE NGWALL BUT NOT LESS _ DESIGNE )
f �
/ �•. THAT 3 0.
" SHE-' ' (TYP.) BACKFILL AS DETERMINED BY R
x PLAN
°
. _. /
t_
TYPICAL SECTION
j MOFFAT COUNTRY ROAD 51 TEMPORARY DETOUR
.............. P V L d
an yew n
24' GRAVEL
Ctf 2 o TYP. 2% TYP,
,. Permit Boundary -�.0:;
... ve e
Pa
r w
. m nt 5'
® - Premine Contours
ALL,_
6425 Road Contours
` Road Centerline
nQ�� � ``` ,.. •. � Road Stat oning
Corrugated Metal Pipe with Pipe Number
N ENGINEER'S CERTIFICATION
1, DOUGLAS C. WHITE, being a
(See Volume 20, Exh. 24, Item 1 for sizing information) Licensed Pr f o essional Engineer in
/ Disturbance Boundary
the State of Colorado, do hereby
certify that this map has been prepared
to meet the applicable portions of Colorado
A�^ Edge of Detour Road DRMS Rule 4.03.7 for Haul R
V`f`J V
oads.
Detour Road Cut Areas V V C
F,. Detour Road Fill Areas �.
°
C
,1 -_-• S °
a
�825
_ 9 a a
200' 0 200' 400' ® o°°a°o°°°
Plan View
CONTOUR INTERVAL 25 FT. WITH
Scale 1"=200 Feet "
5 FT CONTOURS SHOWN FOR COMPLETED ROAD
�e6amatlon,
D►Vi 100 o Sa#etl
009�` TR-108
6450
Approved 3/20/1
6440 County Road 51 Overpass Coll om Haul Road
6430 y ............... Elevated Crossing
................ -Moffat County Road 51
6420
0 SCALE:As Noted
DATE:
Ex�stin Grade �, .. _ 12i3oi1s
4
DRWG. BY. -
_ _ -2.00°iQ _ TCP RWF/ 4l
_ �-/
COAL APPROVED BY-
640o sA� COMPANY
Ey? p ��E4 DRWG NO.
_.. _.EOPL,E-PRODUCT I OS
6390 _ Colowyo Coal Company
MAP 25F
5731 State Highway 13
Meeker,Colorado 81641
-280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220 240 260
STA. 144+00 No. REVISION DATE BY CHK
Profile Along CR5 1 Overpass Revised Disturbance Boundary, North End Design 3111,E Ton DW
and added Detour Road
Y