B08 IFB Atch 8 - Revised Atch 2 Plans Sheet 6-04-2262CP202.pdf
PDF 567 KB Posted
- Attached to
- Natomas Reach B I-5 Window Federal contract opportunity
- Solicitation number
- W9123821B0006
About this file
This document includes construction plans and specifications for the Natomas Reach B I-5 Window project. The project involves constructing temporary detour roads and pedestrian pathways to control runoff around the I-5 corridor in Sacramento, California during window improvement work. Key details include specifications for grading, paving, drainage and signage for the temporary detour roads. The project is a 100% small business set aside with bids due on April 13, 2021 at 10:00AM PST. The Army Corps of Engineers Engineering District Sacramento is the contracting agency overseeing the solicitation.
View the file
Other files for this federal contract opportunity
Show all 17
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
N
B
A
Y
O
U
W
Y
CONTROL LINE
EE
EE
E
EE
E
EE
E
EE
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
EEEEEE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
TV
S
N
T
W
GRI
MW
W
W
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
E
E
E
E
E
E
E E
E E
E E
18+00
19+00
20+002
SOUTH DETOUR
"SDE" LINE
N ° 0
' 3
.3
"W
.3
N
E
EP
EP
GARDEN HIGHWAY
N
E
TEMP DETOUR 4" HMA
(STA 14+10 TO
N BAYOU ROAD)
TEMP DETOUR/ACCESS
DRIVEWAY 7.5" HMA
(STA 14+10 TO GARDEN HWY EP)
END TEMP DETOUR PAVEMENT
ACCESS 7.5" HMA
GRADE SLOPE TRANSITIONS
AT EXISTING ACCESS ROADS
AT 10:1 MAX AND SURFACE
WITH 6" OF AB TO DAYLIGHT
AT EXISTING WHILE CONFORMING
TO EP SURFACE
"SDE" STA. 10+00=
STA. 458+76.53, 10.20 Lt
CONFORM TO EXIST
"SDE" STA 9+50.00
N 2006147.25
E 6670009.61
STA 459+26.64, 11.11 Lt BC
"SDE" STA 10+04.63, 30.91 Rt
"SDE" STA 10+19.17, 17.05 Rt
"SDE" STA 10+38.62, 12.00 Rt EC
STA 458+22.44, 11.29 Lt BC
"SDE" STA 10+08.18, 33.16 Lt
"SDE" STA 10+22.89, 17.70 Lt
"SDE" STA 10+43.47, 12.00 Lt EC
"SDE" STA 10+55.08 BC
"SDE" STA 13+36.64 BC
"SDE" STA 15+17.31 EC
"SDE" STA 17+08.64 BC
"SDE" STA 20+76.61 PCC
"SDE" STA 23+55.23 EC
"SDE" STA ???
N
E
"SDE" STA 25+10.70, 12.00 Rt BC
"SDE" STA 25+27.80, 15.84 Rt
"SDE" STA 25+41.62, 26.63 Rt
"SDE" STA 25+49.50, 42.29 Rt EC
"SDE" STA 24+82.93, 12.00 Lt BC
"SDE" STA 25+14.57, 19.33 Lt
"SDE" STA 25+21.43, 62.86 Lt EC
"SDE" STA 25+31.97, 18.13 Rt
"SDE" STA 25+27.34
"SDE" STA 25+39.73
CONFORM TO EXIST
"STOP" PAVEMENT MARKING
12" SOLID WHITE LINE
R1-1 "STOP"
R1-1 "STOP"
"SDE" STA 10+13.22, 25.83 Lt
"STOP" PAVEMENT MARKING
"SDE" STA 10+12.00
"SDE" STA 25+06.02, 19.33 Lt
"SDE" STA 25+20.64, 38.65 Lt
"SDE" STA 11+42.66 EC
"STOP" PAVEMENT MARKING
"STOP" PAVEMENT MARKING
12" SOLID WHITE LINE
12" SOLID WHITE LINE
12" SOLID WHITE LINE
R1-1 "STOP"
R1-1 "STOP"
"STOP" PAVEMENT MARKING
"AHEAD" PAVEMENT MARKING
"AHEAD" PAVEMENT MARKING
"STOP" PAVEMENT MARKING
448+00 449+00 450+00
451+00 452+00
453+00 454+00
455+00 456+00
457+00 458+00 459+00 460+00
461+00
NTS
SOUTH DETOUR
"SDE" LINE
EXISTING GRADE (VARIES)
VARIES 3' 12' 12' 3' VARIES
C
L
15' 15'
LANE LANE
EP EP
2% 2%
FINISHED
GRADE
VARIES PER
PLAN BELOW
M
A
X
M
A
X
CUT CONDITION
FILL CONDITION
(PER PLAN)
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C T
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
P S
F
E
N G
I N
E E
R S
D E
S I G
N
F
I L
E
N
O
F I L
E
N
A M
E
S P
E x
D E
C E
M B
R
S A
C R
A M
E N
T O
C
A
J
T R
E E
T
S A
C R
A M
E N
T
D
I S
T R
I C
T
S T
A
T
O
V
O L
U M
F
T O
M A
S
B
A S
E A
H
B
I
W
N
D O
W
I M
P R
O V
E M
E N
T
P
L A
N S
A M
E R
I C
V
M
M O
N
F
E A
T U
R E
S
S A
C R
A M
E N
T O
C
A L
I F
O R
N I A
FINAL SUBMITTAL
100'0 50'
HORIZ SCALE: 1"=50'
CP202
T E
M P
O R
A R
Y
D
E T
O U
R
R
O A
D
S O
U T
H
D
E T
O U
R
H
L
U U
A
B
E N
N E
T T
M
S
H I P
P E
N
K
F
E L
L O
W S
C
P d w g
CURVE DATA
No. X
RADIUS (FT)
Δ
TANGENT (FT) LENGTH (FT)
400 2000 2°30'32" 43.80 87.58
401 120 86°15'47" 112.42 180.67
402 4000 174°43'45"' 184.11 367.97
403 250 116°12'59" 155.56 278.31
404 40 87°16'30" 38.14 60.93
405 40 92°51'28" 42.05 64.83
406 40 105°45'25" 52.85 73.83
407 40 75°56'51" 31.22 53.02
SEE SHEET CP204 FOR "SDE" LINE PROFILE.
CONTRACTOR MUST PROVIDE TEMPORARY
DRAINAGE BEYOND LIMITS OF TEMPORARY
DETOUR AND PEDESTRIAN PATHWAY TO
CONTROL RUNOFF
SEE SHEET C-707 FOR GRADING INFORMATION
KEY NOTES:
11. CONTRACTOR MUST COMPLETE TEMPORARY
GRADING (CUT AND FILL) AS NEEDED TO
CONSTRUCT THE TEMPORARY DETOUR.
GENERAL NOTES:
C
L A
R I F
I C
A T
I O
N
O
F
F
I L
O
P
G
A
D I N
G
AutoCAD SHX Text
TBC
AutoCAD SHX Text
BFC
AutoCAD SHX Text
CE
AutoCAD SHX Text
CE
AutoCAD SHX Text
BFC
AutoCAD SHX Text
CE
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text
| Sheets and Views |
| Layout1 |
| Sheet 1 |
File details come from the government source that posted it. Updated .