3. Drawings 2.pdf
PDF 4 MB Posted
- Attached to
- 15N01 Pavement Repair Project Federal contract opportunity
- Solicitation number
- 129AC719R0001
About this file
Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 15N01_Pavement_Repair_Questions_and_Answers_2-1-19.pdf | ||
| 15N01_Pavement_Repair_Questions_and_Answers_1-30-19.pdf | ||
| Amendment_002_129AC719R0001.pdf | ||
| A1_129AC719R0001_final.pdf | ||
| 1. FSSS.pdf | ||
| 6.SF24 Bid Bond.pdf | ||
| 4. PAL Fire Plan.pdf | ||
| 15N01_Solcitation_129AC719R0001.pdf | ||
| 2. Road Log 2.pdf | ||
| 5. CA4, mod 15, 11022018.pdf |
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Text version
4NO SCALE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
R-5
OF AGRIMENT
Sheet Title
Sheet of
Design Scale
PACIFIC SOUTHWEST REGION
SIX RIVERS
Project Name
Forest
VICINITY MAPNATIONAL FOREST
15N01 ROAD REPAIR
Drawn
Reviewed
Kurt Werner
Kurt Werner
4NO SCALE15N01 Road Repair
1.3 H:1 V Max
Match Existing or
Limits of subexcavation
Place Roadway Aggregate 9 Inch Depth
Geogrid, Biaxial
S ub e xc a va tio n
D ep th V ar ie s
S e e R o a d L og
E m b an km en t C o ns tr u ct io n
D e pt h
V ar ie s
DEEP PATCH
REINFORCED DIGOUT
NOTES
1. Construct Deep Patch in 12" lifts. Place aggregate according to Section 308
2. See plans for location of Deep Patch. Limits are to verified by CO.
3. Place Geogrid over each lift, overlap joints a minimum of 2 feet.
Place Asphalt Concrete 3 Inch Compacted Depth
4. Sawcut pavement edges to a neat verticle line.
5. Utilize milling/grinding material in the aggregate section to achieve full depth.
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
R-5
OF AGRIMENT
Sheet Title
Sheet of
Drawn
Design
Checked
Reviewed
Scale
02/13/2015
PACIFIC SOUTHWEST REGION
SIX RIVERS
Project Name
Forest
TYPICAL
REINFORCED DIGOUT
NATIONAL FORESTKurt Werner
4NO SCALE15N01 Road Repair
20"
20"
6' TO 12'
5' MIN 3' TO 3 1/2'
4' MIN.
5' MIN.
ROAD
CONSTRUCTION
AHEAD
DETOUR
AHEAD
DETOUR
500 FT
ROAD
MACHINERY
AHEAD
ONE
LANE
BRIDGE
STOP
AHEAD
ROUGH
ROAD
LOOSE
GRAVEL
WORKERS TRUCK
CROSSING
FRESH
OIL
DETOUR
DETOUR
W20-1 W20-2 W21-3
W3-1 W5-3 W8-8 W8-7 W21-1 W8-6 W21-2
M4-8
W1-6
W8-1
W20-2
MIN. 30"X30"
BUMP
TYPE OF SUPPORT VARIES
ROAD
CLOSED
R11-2
WIDTH OF RAIL***
LENGTH OF RAIL***
WIDTH OF STRIPES**
HEIGHT
NUMBER OF
REFLECTORIZED
RAIL FACES
8" MIN - 12" MAX
2 FT. MIN
6 IN.
3 FT. MIN
2 (ONE EACH
DIRECTION)
3 IF FACING TRAFFIC
IN ONE DIRECTION.
6 IF FACING TRAFFIC
IN TWO DIRECTIONS.
*FOR WOODEN BARRICADES, NOMINAL LUMBER DIMENSIONS WILL BE SATISFACTORY.
**FOR RAILS LESS THAN THREE FEET LONG, 4 INCH WIDE STRIPES SHALL BE USED.
***BARRICADES INTENDED FOR USE ON EXPRESSWAYS, FREEWAYS AND OTHER HIGH
SPEED ROADWAYS SHALL HAVE A MINIMUM OF 270 SQUARE INCHES OF REFLECTIVE
AREA FACING TRAFFIC.
8" MIN - 12" MAX
2 FT. MIN
6 IN.
3 FT. MIN
8" MIN - 12" MAX
2 FT. MIN
6 IN.
5 FT. MIN
4 (TWO EACH
DIRECTION)
I II IIITYPE*
TYPE I BARRICADE
TYPE II BARRICADE TYPE III BARRICADE
NOTE: SIGN CONSTRUCTION, MATERIALS AND PLACEMENT SHALL MEET
THE STANDARDS FOUND IN THE "MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS" CURRENT EDITION.
ANY CHANGES SHALL BE APPROVED BY THE CONTRACTING OFFICER.
BARRICADE CHARACTERISTICS
M4-10L
THE SIGNS SHOWN ON THIS DRAWING ARE TYPICAL OF SIGNS THAT
MAY BE USED. HOWEVER, SITUATIONS MAY REQUIRE THE USE OF
SIGNS NOT SHOWN.
PRIOR TO STARTING WORK, THE CONTRACTOR SHALL SUBMIT A SIGN
PLAN TO THE CONTRACTING OFFICER FOR APPROVAL.
SEE TABLE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
R-5
OF AGRIMENT
Sheet Title
Sheet of
Drawn
Design
Checked
Reviewed
Scale
02/13/2012
PACIFIC SOUTHWEST REGION
SIX RIVERS
Project Name
Forest
TYPICAL
SIGNS
NATIONAL FOREST
| 1_TitlePage 2 |
| 2_VicinityMap |
| 3_ReinforcedDigout |
| 4_SignTypical |
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