Revised_Drawings_C310_through_C317_-_Amendment_0002.pdf
PDF 3 MB Posted
- Attached to
- Galloway Creek Ecosystem Restoration Federal contract opportunity
- Solicitation number
- W911XK-17-B-0005
About this file
Revised Drawings C310 through C317 - Amendment 0002
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Abstract_W911XK-17-B-0005_Galloway_Creek.pdf | ||
| Amendment_0003_-_W911XK-17-B-0005.pdf | ||
| Amendment_0002_-_W911XK-17-B-0005.pdf | ||
| Sign-In_Sheet_from_Site_Visit.pdf | ||
| Amendment_0001_-_W911XK-17-B-0005.pdf | ||
| Specifications_-_Gallloway_Creek.pdf | ||
| Drawings_-_Galloway_Creek.pdf | ||
| Solicitation_W911XK-17-B-0005.pdf |
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
S O
L I C
I T
A T
I O
N
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
D A
T E
F I L
E
N
U M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L
T
C A
L E
I S
S U
E
D
A T
E
C O
N T
R A
N
SHEET
IDENTIFICATION
US Army Corps of Engineers
Detroit District
R M
A N
S I
D
G M
F
S C
S P
M
A D
C
W Q
R D
C R
O S
S
S
E C
T I O
N S
C 310
G R
A P
H I C
C d w g
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R o o l i d g e
H i g h w a y
B e r k l e y
M
I f f i c e
H
0 10' 20'5'
V
0 10' 20'5'
EXISTING GROUND
(TYP.)
EXISTING GROUND
(TYP.)
EX. 42" SANITARY
SEWER
EX. INV. 821.9 (+/-)
EX. 42" SANITARY
SEWER
EX. INV. 822.2 (+/-)
EX. 42" SANITARY
SEWER
EX. INV. 821.7 (+/-)
EX. 42" SANITARY
SEWER
EX. INV. 821.5 (+/-)
NOT PART OF THIS CONTRACT (TO BE COMPLETED BY OTHERS)
P
L A
N S
A
N S
A
N S
AREA OF
PROPOSED FILL
AREA OF
PROPOSED
WETLAND FILL
EXISTING GROUND
PROPOSED GRADE
PROPOSED
BANKFULL
LEGENDCROSS SECTION NOTES:
1. ALL WORK UPSTREAM OF STATION 10+00, AS SHOWN ON PLAN SHEET C 101, IS NOT PART OF THIS CONTRACT (TO BE
COMPLETED BY OTHERS).
N O
T
P
A R
T
O
F
T
H I
N
T R
A C
T
T
O
B
E
C
O M
P L
E T
E D
B
Y
O
T H
E R
S
A
N S
R E
V I S
A
A R
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
D A
T E
F I
U M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
US Army Corps of Engineers
Detroit District
R M
A N
S I
D
G M
F
S C
S P
M
A D
C
W
Q R
D
C R
O S
S
S
E C
T I O
N S
C 311
G R
A P
H I C
C d w g
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
P
L A
N S
C o o l i d g e
H i g h w a y
B e r k l e y
M
I f i c e
EXISTING GROUND
(TYP.)
EXISTING GROUND
(TYP.)
EXISTING GROUND
(TYP.)
3:1 CUT
20:1 FILL
3:1 CUT
2:1 CUT
P
L A
N S
P
L A
N S
AREA OF
PROPOSED FILL
AREA OF PROPOSED
WETLAND FILL
EXISTING GROUND
PROPOSED GRADE
PROPOSED BANKFULL
FILL AS SHOWN
ON SHEET C 102
LEGEND
STA 10+00.00 NOT PART OF THIS CONTRACT
BEGIN PROJECT REQUIRED WORK
CROSS SECTION NOTES:
1. ALL WORK UPSTREAM OF STATION 10+00, AS SHOWN ON PLAN SHEET C 101, IS NOT PART OF
THIS CONTRACT (TO BE COMPLETED BY OTHERS).
2. SURVEY OF THE SITE WAS PERFORMED IN 2016, AND AS SUCH THE EXISTING GROUND
PROFILE DOES NOT REFLECT CHANGES TO THE SITE THAT MAY HAVE OCCURRED SINCE
THAT TIME.
3. THE CROSS SECTIONS ARE INTENDED TO SHOW THE APPLICATION OF REACH SPECIFIC
TYPICAL SECTIONS ON SHEETS C 300 AND C 301, ALONG THE PROPOSED THALWEG AND THE
EXISTING GROUND SURFACE FOR BOTH REACH 2 AND REACH 2 TRANSITION.
4. REFER TO PLAN SHEETS C 101 AND C 102 FOR PROPOSED PROJECT WORK. ALL PROJECT
STATIONING IS ABOUT THE THALWEG UNLESS OTHERWISE INDICATED ON THE PLANS.
5. CUT AND/OR FILL REQUIRED TO MEET THE CROSS SECTION DIMENSIONS AND FLOOD PLAIN
GRADING ON SHEET C 101 AND C 102 WILL BE EVENLY GRADED AND SMOOTHLY TRANSITION
INTO THE ADJACENT EXISTING AND PROPOSED GROUND SURFACES. FOR AREAS OF CUT
AND/OR FILL EXTENDING BEYOND THE CROSS SECTION(S) REFER TO PLAN SHEETS C 101
AND C 102 FOR THE CUT/FILL LIMITS.
A
N S
EXISTING GROUND
(TYP.)
H
0 10' 20'5'
V
0 10' 20'5'
R E
V I S
A
R
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
US Army Corps of Engineers
Detroit District
R M
A N
S I
D
G M
F
S C
S P
M
A D
C
W
Q R
D
C R
O S
S
S
E C
T I O
N S
C 312
G R
A P
H I C
C d w g
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
P
L A
N S
C o o l i d g e
H i g h w a y
B e r k l e y
M
I f i c e
EXISTING GROUND
(TYP.)
EXISTING GROUND
(TYP.)
3:1 CUT
3:1 CUT
20:1 FILL
3:1 CUT
20:1 FILL
3:1 CUT
3:1 CUT
3:1 CUT
3:1 CUT
3:1 CUT
3:1 CUT
3:1 CUT
REACH 2
REQUIRED WORK
P
L A
N S
P
L A
N S
3:1 CUT
3:1 CUT
3:1 CUT
3:1 CUT
AREA OF
PROPOSED FILL
AREA OF
PROPOSED
WETLAND FILL
EXISTING GROUND
PROPOSED GRADE
PROPOSED
BANKFULL
LEGEND
CROSS SECTION NOTES:
1. SURVEY OF THE SITE WAS PERFORMED IN 2016, AND AS
SUCH THE EXISTING GROUND PROFILE DOES NOT
REFLECT CHANGES TO THE SITE THAT MAY HAVE
OCCURRED SINCE THAT TIME.
2. THE CROSS SECTIONS ARE INTENDED TO SHOW THE
APPLICATION OF REACH SPECIFIC TYPICAL SECTIONS ON
SHEET C 300, ALONG THE PROPOSED THALWEG AND THE
EXISTING GROUND SURFACE FOR REACH 2.
3. REFER TO PLAN SHEET C 102 FOR PROPOSED PROJECT
WORK. ALL PROJECT STATIONING IS ABOUT THE THALWEG
UNLESS OTHERWISE INDICATED ON THE PLANS.
4. CUT AND/OR FILL REQUIRED TO MEET THE CROSS
SECTION DIMENSIONS AND FLOOD PLAIN GRADING ON
SHEET C 102 WILL BE EVENLY GRADED AND SMOOTHLY
TRANSITION INTO THE ADJACENT EXISTING AND
PROPOSED GROUND SURFACES. FOR AREAS OF CUT
AND/OR FILL EXTENDING BEYOND THE CROSS SECTION(S)
REFER TO PLAN SHEETS C 102 FOR THE CUT/FILL LIMITS.
A
N S
POINT BAR
POINT BAR
POINT BAR
POINT BAR
POINT BAR
POINT BAR
POINT BAR
H
0 10' 20'5'
V
0 10' 20'5'
R E
V I S
A
R
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
US Army Corps of Engineers
Detroit District
R M
A N
S I
D
G M
F
S C
S P
M
A D
C
W
Q R
D
C R
O S
S
S
E C
T I O
N S
C 313
G R
A P
H I C
C d w g
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
P
L A
N S
C o o l i d g e
H i g h w a y
B e r k l e y
M
I f i c e
EXISTING GROUND
(TYP.)
EXISTING GROUND
(TYP.)
20:1 FILL
3:1 CUT
20:1 FILL
3:1 CUT
20:1 FILL
3:1 CUT
20:1 FILL
3:1 CUT
20:1 FILL
3:1 CUT
20:1 FILL
3:1 CUT
20:1 FILL
3:1 CUT
3:1 CUT
3:1 CUT
3:1 CUT
REACH 2
REQUIRED WORK
P
L A
N S
P
L A
N S
FILL AS SHOWN
ON SHEET C 102
FILL AS SHOWN
ON SHEET C 102
3:1 CUT
3:1 CUT
3:1 CUT
AREA OF
PROPOSED FILL
AREA OF
PROPOSED
WETLAND FILL
EXISTING GROUND
PROPOSED GRADE
PROPOSED
BANKFULL
LEGEND
FILL AS SHOWN
ON SHEET C 102
A
N S
CROSS SECTION NOTES:
1. SURVEY OF THE SITE WAS PERFORMED IN 2016, AND
AS SUCH THE EXISTING GROUND PROFILE DOES
NOT REFLECT CHANGES TO THE SITE THAT MAY
HAVE OCCURRED SINCE THAT TIME.
2. THE CROSS SECTIONS ARE INTENDED TO SHOW
THE APPLICATION OF REACH SPECIFIC TYPICAL
SECTIONS ON SHEET C 300, ALONG THE PROPOSED
THALWEG AND THE EXISTING GROUND SURFACE
FOR REACH 2.
3. REFER TO PLAN SHEETS C 102 AND C 103 FOR
PROPOSED PROJECT WORK. ALL PROJECT
STATIONING IS ABOUT THE THALWEG UNLESS
OTHERWISE INDICATED ON THE PLANS.
4. CUT AND/OR FILL REQUIRED TO MEET THE CROSS
SECTION DIMENSIONS AND FLOOD PLAIN GRADING
ON SHEET C 102 AND C 103 WILL BE EVENLY
GRADED AND SMOOTHLY TRANSITION INTO THE
ADJACENT EXISTING AND PROPOSED GROUND
SURFACES.
5. FOR AREAS OF CUT AND/OR FILL EXTENDING
BEYOND THE CROSS SECTION(S) REFER TO PLAN
SHEETS C 102 AND C 103 FOR THE CUT/FILL LIMITS.
POINT BAR
POINT BAR
POINT BAR
POINT BAR
POINT BAR
POINT BAR
POINT BAR
H
0 10' 20'5'
V
0 10' 20'5'
R E
V I S
A
R
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
US Army Corps of Engineers
Detroit District
R M
A N
S I
D
G M
F
S C
S P
M
A D
C
W
Q R
D
C R
O S
S
S
E C
T I O
N S
C 314
G R
A P
H I C
C d w g
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
P
L A
N S
C o o l i d g e
H i g h w a y
B e r k l e y
M
I f i c e
EXISTING GROUND
(TYP.)
3:1 CUT
20:1 FILL
20:1 FILL
20:1 FILL
3:1 CUT
3:1 CUT
3:1 CUT
3:1 CUT
2:1 CUT
3:1 CUT
3:1 CUT
5:1 FILL
3:1 FILL
REACH 2
TRANSITION 3
REQUIRED WORK
P
L A
N S
P
L A
N S
3:1 CUT
3:1 CUT
2:1 CUT
AREA OF
PROPOSED FILL
AREA OF PROPOSED
WETLAND FILL
EXISTING GROUND
PROPOSED GRADE
PROPOSED BANKFULL
LEGEND
CROSS SECTION NOTES:
1. SURVEY OF THE SITE WAS PERFORMED IN 2016, AND AS SUCH THE EXISTING GROUND PROFILE
DOES NOT REFLECT CHANGES TO THE SITE THAT MAY HAVE OCCURRED SINCE THAT TIME.
2. THE CROSS SECTIONS ARE INTENDED TO SHOW THE APPLICATION OF REACH SPECIFIC TYPICAL
SECTIONS ON SHEETS C 300 AND C 303, ALONG THE PROPOSED THALWEG AND THE EXISTING
GROUND SURFACE FOR BOTH REACH 2 AND REACH 3TRANSITION.
3. REFER TO PLAN SHEETS C 103 FOR PROPOSED PROJECT WORK. ALL PROJECT STATIONING IS
ABOUT THE THALWEG UNLESS OTHERWISE INDICATED ON THE PLANS.
4. CUT AND/OR FILL REQUIRED TO MEET THE CROSS SECTION DIMENSIONS AND FLOOD PLAIN
GRADING ON SHEET C 103 WILL BE EVENLY GRADED AND SMOOTHLY TRANSITION INTO THE
ADJACENT EXISTING AND PROPOSED GROUND SURFACES.
5. FOR AREAS OF CUT AND/OR FILL EXTENDING BEYOND THE CROSS SECTION(S) REFER TO PLAN
SHEETS C 103 FOR THE CUT/FILL LIMITS.
A
N S
POINT BAR
POINT BAR
H
0 10' 20'5'
V
0 10' 20'5'
R E
V I S
A
R
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
US Army Corps of Engineers
Detroit District
R M
A N
S I
D
G M
F
S C
S P
M
A D
C
W
Q R
D
C R
O S
S
S
E C
T I O
N S
C 315
G R
A P
H I C
C d w g
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
P
L A
N S
C o o l i d g e
H i g h w a y
B e r k l e y
M
I f i c e
EXISTING GROUND
(TYP.)
20:1 FILL
3:1 CUT
20:1 FILL
20:1 FILL
20:1 FILL
20:1 FILL
20:1 FILL
20:1 FILL
3:1 FILL
3:1 CUT
3:1 CUT
3:1 CUT
20:1 CUT
3:1 CUT
3:1 CUT
3:1 CUT
3:1 FILL
FILL IN
EXISTING
CHANNEL
TRANSITION 3
TRANSITION 4
REACH 3
EX. 48" SANITARY
SEWER
INV. 807.3 (+/-)
EX. 24" SANITARY
SEWER
INV. 817.5 (+/-)
REQUIRED WORK
P
L A
N S
P
L A
N S
P
L A
N S
20:1 FILL
3:1 CUT
3:1 CUT
20:1 FILL
AREA OF
PROPOSED FILL
AREA OF PROPOSED
WETLAND FILL
EXISTING GROUND
PROPOSED GRADE
PROPOSED BANKFULL
LEGEND
DO NOT DISTURB
DO NOT DISTURB
POINT BAR
A
N S
CROSS SECTION NOTES:
1. SURVEY OF THE SITE WAS PERFORMED IN 2016, AND
AS SUCH THE EXISTING GROUND PROFILE DOES NOT
REFLECT CHANGES TO THE SITE THAT MAY HAVE
OCCURRED SINCE THAT TIME.
2. THE CROSS SECTIONS ARE INTENDED TO SHOW THE
APPLICATION OF REACH SPECIFIC TYPICAL
SECTIONS ON SHEETS C 302 AND C 303, ALONG THE
PROPOSED THALWEG AND THE EXISTING GROUND
SURFACE FOR REACH3, REACH 3TRANSITION AND
REACH 4 TRANSITION.
3. REFER TO PLAN SHEETS C 103 AND C 104 OR C 104A
FOR PROPOSED PROJECT WORK. ALL PROJECT
STATIONING IS ABOUT THE THALWEG UNLESS
OTHERWISE INDICATED ON THE PLANS.
4. CUT AND/OR FILL REQUIRED TO MEET THE CROSS
SECTION DIMENSIONS AND FLOOD PLAIN GRADING
ON SHEETS C 103 AND C 104 OR C 104A WILL BE
EVENLY GRADED AND SMOOTHLY TRANSITION INTO
THE ADJACENT EXISTING AND PROPOSED GROUND
SURFACES.
5. FOR AREAS OF CUT AND/OR FILL EXTENDING
BEYOND THE CROSS SECTION(S) REFER TO PLAN
SHEETS C 103 AND C 104 OR C 104A FOR THE
CUT/FILL LIMITS.
POINT BAR
H
0 10' 20'5'
V
0 10' 20'5'
R E
V I S
A
R
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
US Army Corps of Engineers
Detroit District
R M
A N
S I
D
G M
F
S C
S P
M
A D
C
W
Q R
D
C R
O S
S
S
E C
T I O
N S
C 316
G R
A P
H I C
C d w g
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C o o l i d g e
H i g h w a y
B e r k l e y
M
I f i c e
EXISTING GROUND
(TYP.)
EXISTING GROUND
(TYP.)
3:1 CUT
3:1 CUT
3:1 CUT
3:1 CUT
3:1 CUT
3:1 CUT
3:1 CUT
3:1 CUT
3:1 FILL
3:1 FILL
20:1 FILL
20:1 FILL
20:1 FILL
FILL EXISTING
CHANNEL
FILL EXISTING
CHANNEL
20:1 CUT
20:1 FILL
WETLAND FILL IN
EXISTING CHANNEL
TRANSITION 4
END PROJECT
BEGIN OPTIONAL WORK - TRANSTION 4
REACH 4
WORK WITHIN THE CONSUMERS ENERGY
RIGHT OF WAY IS TO BE CONSTRUCTED
BY OTHERS (SEE SHEET 105)
EX. 24" SANITARY
SEWER
INV. 811.5 (+/-)
REQUIRED WORK
P
L A
N S
P
L A
N S
P
L A
N S
3:1 CUT
3:1 CUT
3:1 CUT
3:1 CUT
FILL AS SHOWN ON
SHEET C 105
AREA OF
PROPOSED FILL
AREA OF
PROPOSED
WETLAND FILL
EXISTING GROUND
PROPOSED GRADE
PROPOSED
BANKFULL
LEGEND
DO NOT DISTURB
CROSS SECTION NOTES:
1. SURVEY OF THE SITE WAS PERFORMED IN 2016, AND AS SUCH THE EXISTING GROUND PROFILE
DOES NOT REFLECT CHANGES TO THE SITE THAT MAY HAVE OCCURRED SINCE THAT TIME.
2. THE CROSS SECTIONS ARE INTENDED TO SHOW THE APPLICATION OF REACH SPECIFIC TYPICAL
SECTIONS ON SHEETS C 302 AND C 303, ALONG THE PROPOSED THALWEG AND THE EXISTING
GROUND SURFACE FOR BOTH REACH 4 AND REACH 4 TRANSITION.
3. REFER TO PLAN SHEETS C 104 OR C 104A AND C 105 FOR PROPOSED PROJECT WORK AND
OPTIONAL WORK. ALL PROJECT STATIONING IS ABOUT THE THALWEG UNLESS OTHERWISE
INDICATED ON THE PLANS.
4. CUT AND/OR FILL REQUIRED TO MEET THE CROSS SECTION DIMENSIONS AND FLOOD PLAIN
GRADING ON SHEETS C 104 OR C 104A AND C 105 WILL BE EVENLY GRADED AND SMOOTHLY
TRANSITION INTO THE ADJACENT EXISTING AND PROPOSED GROUND SURFACES.
5. FOR AREAS OF CUT AND/OR FILL EXTENDING BEYOND THE CROSS SECTION(S) REFER TO PLAN
SHEETS C 104 OR C 104A AND C 105 FOR THE CUT/FILL LIMITS.
6. CHANNEL CUT/FILL WITHIN THE PIPELINE EXISTING 65'UTILITY RIGHT-OF-WAY (STATION 44+35
THRU 44+90) ARE TO BE COMPLETED BY OTHERS.
POINT BAR
A
N S
POINT BAR
POINT BAR
POINT BAR
H
0 10' 20'5'
V
0 10' 20'5'
R E
V I S
A
R
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
C O
N T
R A
SHEET
IDENTIFICATION
US Army Corps of Engineers
Detroit District
R M
A N
S I
D
G M
F
S C
S P
M
A D
C
W
Q R
D
C R
O S
S
S
E C
T I O
N S
C 317
G R
A P
H I C
C d w g
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
C o o l i d g e
H i g h w a y
B e r k l e y
M
I f i c e
EXISTING GROUND
(TYP.)
20:1 FILL
20:1 FILL
20:1 FILL
3:1 CUT
3:1 CUT
3:1 CUT
3:1 CUT
REACH 4 TRANSITION 5
EXISTING TRIBUTARY
CHANNEL
OPTIONAL WORK
P
L A
N S
P
L A
N S
P
L A
N S
3:1 CUT
3:1 CUT
3:1 CUT
AREA OF
PROPOSED FILL
AREA OF PROPOSED
WETLAND FILL
EXISTING GROUND
PROPOSED GRADE
PROPOSED BANKFULL
LEGEND
CROSS SECTION NOTES:
1. SURVEY OF THE SITE WAS PERFORMED IN 2016, AND AS SUCH THE EXISTING GROUND PROFILE DOES NOT REFLECT
CHANGES TO THE SITE THAT MAY HAVE OCCURRED SINCE THAT TIME.
2. THE CROSS SECTIONS ARE INTENDED TO SHOW THE APPLICATION OF REACH SPECIFIC TYPICAL SECTIONS ON SHEETS
C 302 AND C 303, ALONG THE PROPOSED THALWEG AND THE EXISTING GROUND SURFACE FOR BOTH REACH 4 AND
REACH 5 TRANSITION.
3. REFER TO PLAN SHEETS C 105 FOR PROPOSED OPTIONAL WORK. ALL PROJECT STATIONING IS ABOUT THE THALWEG
UNLESS OTHERWISE INDICATED ON THE PLANS.
4. CUT AND/OR FILL REQUIRED TO MEET THE CROSS SECTION DIMENSIONS AND FLOOD PLAIN GRADING ON SHEET C 105
WILL BE EVENLY GRADED AND SMOOTHLY TRANSITION INTO THE ADJACENT EXISTING AND PROPOSED GROUND
SURFACES.
5. FOR AREAS OF CUT AND/OR FILL EXTENDING BEYOND THE CROSS SECTION(S) REFER TO PLAN SHEET C 105 FOR THE
CUT/FILL LIMITS.
A
N S
POINT BAR
POINT BAR
H
0 10' 20'5'
V
0 10' 20'5'
R E
V I S
A
R
| 34049C-310_D |
| 34049C-311_D |
| 34049C-312_D |
| 34049C-313_D |
| 34049C-314_D |
| 34049C-315_D |
| 34049C-316_D |
| 34049C-317_D |
File details come from the government source that posted it. Updated .