DRAWINGS.pdf
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- Solicitation number
- AG-0356-S-14-0014
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Text version
LOCATION MAPS
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REGION ONE
PINTLER RANGER DISTRICT
BEAVERHEAD-DEERLODGE NATIONAL FOREST
Design FOR perkins gulch east deerlodge valley stewardship sale
INDEX TO SHEETS
VICINITY MAP
no scale aquatic organism passage project
INDEX TO SHEETS
MATERIAL SOURCES
- backfill material - Government furnished, onsite material
- Crushed Aggregate and Bedding Material - Commercial
PROJECT LOCATION
PERKINS GULCH AND FSR 5165
PROJECT
LOCATION
SURVEYED EDGE
OF WATER
EXISTING DITCH DRAIN
CULVERT TO REMAIN
DO NOT DAMAGE OR DISTURB
APPROX. STA: 11+03
BEGIN 17-FT TYPICAL ROADWAY SECTION
SEE SHEET 2
STA: 12+50
END APPROACH ROAD WORK
END AGGREGATE PLACEMENT
MATCH EXISTING
STA: 10+53
BEGIN APPROACH ROAD WORK
BEGIN TAPER OF ROADWAY WIDTH FROM
'MATCH EXISTING' TO '17-FT' TYPICAL SECTION'.
BEGIN AGGREGATE PLACEMENT.
EXISTING EDGE OF
ROADWAY (TYP.)
STA: 12+06.24
BEGIN TAPER OF ROADWAY WIDTH
FROM '17-FT TYPICAL SECTION' TO
'MATCH EXISTING'
N4 2° ' 0 7.1 0" E
4.4
3'
L =103.2' , R =70'
D=84.5
S52° 40' 29.27"E 274.43'
S34° 02' 07.41"E
274.43'
N3 4° ' 3 0.1 1" E
4.4
3'
+5
+00
11+50
12+00
12+50
12+74
PC: 11+03.04
PT
: 1
2+
.24
N ° 2 0' .5 5" E
4.
10.7'
9.5'
17.0'
TYP.
NEW PRECAST
CONCRETE BOX CULVERT
7' SPAN X 4' RISE X 36' LENGTH
Elevation
10+00
8.
10+20
8.
10+40
7.
10+60
7.
7.
10+80
6.
6.
11+00
4.
5.
11+20
3.
4.
11+40
3.
4.
11+60
3.
4.
11+80
4.
4.
12+00
5.
5.
12+20
8.
8.
12+40
0.
0.
12+60
2.
PVI STA: 11+01.59
PVI ELEV.: 494.44'
L = 45'
LP STA:11+24.09
LP ELEV.:494.44
B V
C S:
0+
.0
B
V C
E:
.4
EV
C
S:
1+
.0
EV
C
E:
.4
PVI STA: 11+92.46
PVI ELEV.: 494.44'
L = 50'
LP STA:11+67.46
LP ELEV.:494.44
B V
C S:
1+
.4
B
V C
E:
.4
EV
C
S:
2+
.4
EV
C
E:
.7
0.0%
10.38% (E.G.)
-2.3% (E.G.)
-6.9% 13.2%
ST
A
: 1 0+
.0
B
EG
IN
R O
A D
W A
Y C
O N
ST
R
U C
TI
O
N M
A
TC
H E
X
IS
TI
N
G
ST
A
: 1 1+
.0
B
EG
IN
7-
FT
T
Y P.
R O
A D
W A
Y S
EC
TI
O N
ST
A
: 1 2+
.2
EN
D
7-
FT
T Y
P.
R
O A
D W
A Y
SE
C
TI
O
N ST
A
: 1 2+
.0
EN
D R
O A
D W
A Y
C O
N
ST
R U
C
TI
O N
M A
TC
H
E X
IS
TI
N G
ROADWAY CENTERLINE COORDINATE
NORTHING EASTING ELEVATIONDESCRIPTION
STAKING TABLE
STA: 10+53 - BEGIN APPROACH 5056.42 10056.41
PC STA: 11+03 5096.40 10085.47
PT STA: 12+06.24 5104.46 10179.23
STA: 12+50 - END APPROACH 5069.98 10205.73
STA: 11+42.41 - CL BOX CULVERT 5116.38 10118.77 494.44'
495.00'
496.45'
STA: 11+54.64 - CURVE MIDPOINT 5118.54 10130.79 494.44'
501.22'
497.53'
9" COMPACTED DEPTH
CRUSHED AGGREGATE, TYP.
(SECTION 703, ITEM 308)
FINISHED SURFACE
AT ROADWAY CL BACKFILL MATERIAL, TYP.
(SECTION 704.03, ITEM 204)
4" DEPTH COMPACTED BEDDING MATERIAL
USE CRUSHED AGGREGATE, SECTION 703.06
ESTIMATED QUANTITY ~ 4.5 CY.
(INCIDENTAL TO ITEM 602)
1.0' 1.0'
8" (typ)
EXISTING 28" x 22" x 20' ARCH CMP
(TO BE REMOVED, INCIDENTAL)
4.
0'
7.0'
4.0'
LOW FLOW CHANNEL
2.0'
8" (typ)
DEPTH @
Q100 = 15"
Q2 = 6"
24" DEPTH BACKFILL MATERIAL
ESTIMATED QUANTITY = 16 CY
(SECTION 704.03, INCIDENTAL TO ITEM 602)
EXISTING SURFACE
AT ROADWAY CL
1.4-FT
FREEBOARD
CONCRETE BOX CULVERT CENTERLINE
NORTHING EASTING ELEVATIONDESCRIPTION
COORDINATE STAKING TABLE
INLET INVERT 5129.49 10109.93 489.37'
OUTLET INVERT 5099.64 10130.06 488.65'
1+20
1+40 1+60 1+80
Elevation
11+00.00
0 10 20 300-10-20-30
Elevation
11+60.00
0 10 20 300-10-20-30
Elevation
11+80.00
0 10 20 300-10-20-30
Elevation
12+00.00
0 10 20 300-10-20-30
Elevation
12+20.00
0 10 20 300-10-20-30
Elevation 12+40.00
0 10 20 300-10-20-30
Elevation
10+53.00
0 10 20 300-10-20-30
Elevation
10+70.00
0 10 20 300-10-20-30
Elevation
11+20.00
0 10 20 300-10-20-30
Elevation
11+42.35
0 10 20 300-10-20-30
Elevation
12+06.24
0 10 20 300-10-20-30
Elevation
12+50.00
0 10 20 300-10-20-30
0.0% -2.0%
-2.0% -2.0%
-2.0% (TYP) -2.0%(TYP)
-5.8%6.4%
-3.0%
-2.1%1.9%
-2.3%-0.4%
-2.0%(TYP)-2.0%(TYP)
-2.0% -2.0%
4.0%
6.7'6.6'
5.6'
3.0% -3.0%
5.6'
8.3' 8.3'
8.5'
(TYP)
8.5'
(TYP)
4.8' 4.8'
5.7' 5.8'
7.5' 7.8'
8.3' 8.5'
8.5'
(TYP)
8.5'
(TYP)
| Perkins Gulch AOP 1 of 5 |
| Perkins Gulch AOP 2 of 5 |
| Perkins Gulch AOP 3 of 5 |
| Perkins Gulch AOP 4 of 5 |
| Perkins Gulch AOP 5 of 5 |
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