L-2.3.pdf
PDF 133 KB Posted
- Attached to
- RECOVERY - Gerle Creek Campground Rehabilitation
- Solicitation number
- AG-9702-S-10-0526
About this file
Attachment 2 - 8
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Gerle Creek Campground Drawing Set.pdf | ||
| AG-9702-S-10-0526-000001 Part I.pdf | ||
| AG-9702-S-10-0526-000001 Part II.pdf | ||
| Attachment 4 - wage determination.pdf | ||
| AG-9702-S-10-0526 Part II.docx | DOCX document | |
| L-1.0.pdf | ||
| L-2.5.pdf | ||
| L-0.0.pdf | ||
| L-2.1.pdf | ||
| L-2.4.pdf | ||
| Attachment 1 - Specifications.pdf | ||
| L-2.0.pdf | ||
| Attachment 6 - Response to Evaluation Factors.pdf | ||
| L-2.2.pdf | ||
| L-0.0 Signed.pdf | ||
| AG-9702-S-10-0526 Part I.pdf | ||
| Attachment 5 - SF 24.pdf | ||
| L-0.1.pdf | ||
| Attachment 3 - Fire Plan_jun2006.pdf | ||
| L-0.2.pdf |
Show all 20
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SCALE:
TIMBER STAIRWAY PLAN
3/4" = 1'-0"
SCALE:
TIMBER STAIRWAY SECTION
3/4" = 1'-0"
SCALE:
TIMBER STAIRWAY SECTION/ELEVATION
3/4" = 1'-0"
DAYLIGHT FILL
WOOD STEPS
COMPACTED NATIVE
MATERIAL
EXISTING GROUND
HAND-PLACED RIP
RAP CLASS II UTILIZE
LARGEST ROCK IN
KEY. ROCK SHALL
NOT PROTRUDE
ABOVE WOOD STEPS5'
1' MIN
4"
1'-1" 2"
2'
HOLE IN TIMBER
DRILLED FOR REBAR
4" X 8" TIMBER BASE
FRAME FOR WOOD
STEPS
TREAD
# 4 REBAR ANCHOR
DRIVEN THROUGH
DRILLED HOLES IN
TIMBERS TYP
WOOD STEP TREAD
6" X 8" SRS PTDF
SLOPE
8"
TIMBER BASE FRAME
FOR WOOD STEPS
NOTES:
1. REBAR SHALL BE DRIVEN DOWN 1" AND THEN CAULKED WITH ELASTOMERIC SEALANT: ONE PART
NON-ACID-CURING SILICONE TYPES; GRADE NS;CLASS 25 AND SHALL BE BROWN OR CLEAR IN COLOR.
2. 6" X 8" SOFT WOOD LUMBER SHALL BE PRESSURE TREATED WITH CHROMATED COPPER ARSENATE (CCA).
A LIGHT GREEN COLOR IS TO BE ADDED TO THE TREATMENT.
3. SAW CUT ENDS SHALL BE RETREATED WITH (CCA)
8"
5' LANDING BETWEEN SETS OF 3 STEPS TYP
SLOPE
SCALE:
BARRIER ROCK
3/4" = 1'-0"
BURY ROCK TO GREATEST
HORIZONTAL DIMENSION
ASPHALT CONCRETE PAVEMENT
FG
NOTES:
1. MAX DISTANCE BETWEEN ROCKS SHALL BE 2'
2. BARRIER LOCATIONS ARE SHOWN ON LAYOUT PLAN.
ROCK
3'-0" MIN
2'
(E) GROUND5'
COMPACT FILL
AGG BASE
FG AT 3:1 SLOPE
FG EMBANKMENT AT 2:1 SLOPE
SCALE:
AGGREGATE BASE WALKWAY
3/4"=1'-0"
0% SLOPE
SCALE:
CMP CULVERT INSTALLATION DETAIL
X"=1'-0"
AB B
COMPACT BACKFILL MATERIAL
CMP CULVERT. SEE LAYOUT PLAN FOR
DIAMETER
BEDDING MATERIAL
(E) SOIL
SCALE:
CMP CULVERT SECTION - BACKFILL METHOD
X"=1'-0"
CMP CULVERT SCHEDULE
A B 18" 18" 24" 24"
36" 36"
ORIGINAL GROUND OR STREAM BED
NOTES:
1. DO NOT RAISE OUTLET ABOVE EXISTING GRADE OR DRAINAGE BED
2. MINIMUM COVER OVER CULVERT AT SHOULDER SHALL BE 12 INCHES
BELOW SUBGRADE FOR SURFACED AND 18 INCHES BELOW
SUBGRADE FOR UNSURFACED.
L-2.3
ROAD
CL CMP CULVERT
PROFILE GRADE
2' MAX
TYP
COMPACTED NATIVE FILL
SCALE:
STREET MARKING - DIRECTIONAL ARROW
X"=1'-0"
4'-4" 5'
6"
9'-4"
PAINT ARROW WHITE
L-2.3
SEE DETAILS
D E
TA
IL
S
08 10
U S
FS
x3
4) .d w g
SHEET OF
SCALE:
DRAWING
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT NO:
N A
M E
P
R O
JE
C
T
FO
R
E S
T:
D R
A W
IN
G
N A
M E
PACIFIC
REGION
SOUTHWEST
R5
NO. DATE REVISIONS
SERVICE
U S D A
FOREST
DISTRICT RANGER
FOREST ENGINEER
FOREST SUPERVISOR
FOREST RECREATION
OFFICER
E
LD
O R
A D
O N
A
TI
O N
A L
FO
R
E S
T
G E
R
LE
C R
E E
K C
A M
P G
R O
U N
D R
E H
A B
IS
VJ
IS
04/01/2010
9 6
File details come from the government source that posted it. Updated .