O-sheets.pdf
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- Solicitation number
- DTFH70-15-R-00015
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Text version
NO SCALE
NOTE:
1.
QUANTITIES
TABULATION OF
See 204.11A - Soft Ground Embankment Construction.
O.1
STATE PROJECT
NUMBER
SHEET
WY
PRA YELL 10(19)
A
M
J a n u a r y
U
S S u r ft
D c m y fi le s p w p r o d u c ti o n d y e ll o a .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b y
NPS Drwg. No. 101/130820
NPS PMIS Nos. 86308 & 2131522
311+25 TO 315+50 RT311+75 TO 315+50 LT
:1 .5
:1 .5
Existing ground
Existing ground
Pavement section
(See sheet C.3)
:1
:1
20'20'
Select borrow Select borrow
Existing roadway fill
18"
9"
(FINAL)
EMBANKMENT CONSTRUCTION
SOFT GROUND
NOTE:
1.
2.
EMBANKMENT CONSTRUCTION
SOFT GROUND
FOOTNOTE:
1 See sheet O.3 for Staged Construction
Listing.
Construct slopes and ditches as shown in the Staking Report Data
See 204.11A - Soft Ground Embankment Construction.
Top of subgrade
Geogrid, stabilization
Geogrid, stabilization class 1, type C, woven Separation-stabilization geotextile, O.2
STATE PROJECT
D e c e m b e r
U
S S u r ft m y fi le s p w p r o d u c ti o n d y e ll o b .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b y
FOOTNOTE:
NOTE:
V a ri e s V a rie s
1' min. 1' min.
6' max 6' max
STAGE 1
V a ri e s
V a rie s
STAGE 2
2nd Stage
1st Stage 1st Stage
2nd Stage
:1 .5 traffic one-lane construction
12' min.
ground
Existing
Settles for 60 days min. at full surcharge height (3')
Settles for 60 days min.
(slope stake limits)
Edge of embankment widening(slope stake limits)
Edge of embankment widening
TRAFFIC STAGING DETAIL
Final configuration
Slope stake limits
CONSTRUCTION
STAGED
Construct final configuration one side at a time to maintain at least one lane of traffic
:1
Existing Roadway
Top of subgrade
Select borrow 9"
18" class 1, type C (woven)
Separation-stabilization geotextile, class 1, type C (woven)
Separation-stabilization geotextile, Geogrid, stabilization class 1, type C (woven)
Separation-stabilization geotextile, Unclassified borrow
Unclassified borrow
3' borrow accordance with 204.11.
Compact the second stage of the Unclassified Borrow material in
Do not compact first stage of the Unclassified Borrow material.
ground surface.
Do not remove topsoil, disturb the vegetation mat, or compact
Borrow
Unclassified
Staged 2.
1.
Removal of Unclassified Borrow is incidental to its placement.
See 204.10A - Soft Ground Embankment Construction.
O.3
STATE PROJECT
J a n u a r y
U
S S u r ft m y fi le s p w p r o d u c ti o n d y e ll o c .d g n
S J a c k s o n
C
S m it h
C h e c k e d b y
D e s ig n e d b y
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