DrawingsAttachment8530Sec2.pdf
PDF 440 KB Posted
- Attached to
- Hoonah Road Resurfacing Federal contract opportunity
- Solicitation number
- 12010918R0008
About this file
Section 2
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amend02_RFQ_12010918R0008_HoonahRoadResurfacing.pdf | ||
| Amend02_12010918Q0027_SF-30.pdf | ||
| Amend01_12010918Q0027_SF-30.pdf | ||
| Amend01_HoonahRoadResurfacing_ProjectDrawings.pdf | ||
| Amend01_Supplemental_Specifications.pdf | ||
| TypicalAggregateOverlaySection.pdf | ||
| RFQ_12010918R0008_HoonahRoadResurfacing.pdf | ||
| Wage_Determination.pdf | ||
| Supplemental_Specifications.pdf | ||
| TopographicalMaps.pdf | ||
| ProjectVicinityMaps.pdf | ||
| drawingsAttachment8530sec1.pdf |
Show all 12
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Text version
USDA FOREST SERVICE - TONGASS NATIONAL FOREST
R-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:03/05
ROAD 8530 SURFACING SECTION 2 PROJECT DETAILS
HOONAH RANGER DISTRICT
R. Jacobson 01/04/17
SH. 1 of 2 2
ROCK QUARRY
MILEPOST 10.69
MILEPOST 15.90
MILEPOST 22.00
DESIGNED ROADWAY WIDTH 16 FT MIN.
EXISTING
TYPICAL AGGREGATE OVERLAY SECTION
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:09/04
ROAD 8530 SURFACING TYPICAL OVERLAY SECTION
HOONAH RANGER DISTRICT
BURKE 1/13
SCHMOHL 7/1/2008
V. HAZEL 1/13
3 5
CL
2% 2%
RECONDITIONED SUBGRADE
EXISTING GROUND
HAUL FOR AGGREGATE IS INCIDENTAL TO PAY ITEM 301(03). NO
SEPARATE PAYMENT WILL BE MADE FOR HAUL.
IN THOSE AREAS WHERE THE EXISTING ROAD, AFTER RECONDITIONING, IS
WIDER THAN THE DESIGNED WIDTH OF AGGREGATE, CENTER THE LIFT OF
AGGREGATE ON ROAD SURFACE AND FEATHER TO EXISTING SHOULDERS.
IN TURNOUT, TURNAROUND AND INTERSECTION AREAS, PLACE THE
ADDITIONAL WIDTH OF AGGREGATE ADJACENT TO CENTERLINE LIFT AND
COMPACT TOGETHER.
CONSTRUCT AGGREGATE FILL SLOPES TO 1(V):2.0(H).
CROWN THE SUBGRADE AND FINISHED GRADE TO 2 PERCENT.
THE CONTRACTOR SHALL DETERMINE THE CORRECT LOOSE DEPTH FOR
SPECIFIED COMPACTED LAYER THROUGH THE USE OF TEST STRIPS.
FINISHED DIMENSIONS OF PLACED AGGREGATE
COMPACTED IN PLACE AGGREGATE
ROAD RUNNING SURFACE
TURNOUTS
TURN AROUNDS
INTERSECTIONS
6 IN. DEPTH
16 FT. WIDTH
50 FT. LENGTH X 10 FT. WIDTH
WITH 25 FT. TAPERS EACH END
COMPACTED AGGREGATE LIFT
20 FT. LENGTH X 14 FT. WIDTH
10 FT. LENGTH X 20 FT. WIDTH
GENERAL NOTES
1.
2.
3.
4.
5.
DRAWING IS NOT TO SCALE
| 1_TITLE_SHEET SIGNED |
| 2_Project Details |
| 3_typ_aggregate_overlay_section |
| 4_pit_and_quarry_rev_0815 |
| 5_erosion_control |
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