W912P525BA006 - RTA PLANS BLOUNT CHANNEL MODIFICATION - Amendment 0001 - 13AUG2025.pdf
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- W912P525BA006 BLOUNT AVENUE CHANNEL MODIFICATION
- Solicitation number
- W912P525BA006
About this file
These are U.S. Army Corps of Engineers certified final documents for the Cleveland Flood Reduction Project, specifically the Blount Avenue Channel Modification in Cleveland, Tennessee. The project involves channel modification and horizontal control work spanning from Station 0+00 to Station 13+05, with key characteristics including grading limits, work area limits, and a staging area. The documents include detailed plan and profile sheets (C-101 through C-105) showing existing and proposed grades, control lines, slope details, and site topography.
The project requires careful coordination with Cleveland Utilities and includes multiple technical considerations, such as protecting existing infrastructure like overhead power lines, sewer lines, guy wires, power poles, and sewer manholes. Demolition and construction notes emphasize the need for smooth grade transitions, proper haul road construction, and adherence to safety regulations. The modification includes an access ramp and maintains a consistent grade with minimal slope changes, with the project area extending approximately 1,305 linear feet along Blount Avenue.
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CERTIFIED FINAL DOCUMENTS - RTA
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SCALE: 1"=60'
CHANNEL MODIFICATION HORIZONTAL CONTROL
CONTROL LINE
GRADING LIMITS
WORK AREA LIMITS
STAGING AREA
HAUL ROUTE SEE SHEET V-103
L1 L2 L3
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US Army Corps
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LIMITS.
AT A MINIMUM, CLEAR AND GRUB WITHIN THE GRADING
CLEAR AND GRUB SITE AS NEEDED FOR CONSTRUCTION. 5.
V-103.
FOR DISPOSAL SITE HORIZONTAL CONTROL POINTS SEE 4.
FOR HAUL ROUTE, SEE V-103.3.
SEE V-102.
FOR WORK AREA WORK LIMITS HORIZONTAL CONTROL, 2.
CONSTRUCTION FOR REFERENCE.
STAKES MUST BE PRESENT ON SITE DURING
OF 50' AND AT ANY CHANGE IN GRADE AND/OR BEARING.
STAKES FOR THE CONTROL LINE AT A MINIMUM INTERVAL
WITHIN THE CONTROL LINE. CONTRACTOR MUST PLACE
SHEET V-101. PHYSICAL MONUMENTS ARE NOT SET
CONTROL LINE IS BASED ON CONTROL POINTS SEEN ON 1.
GENERAL NOTES
N O
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60' 120'0
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GRADE TO HAVE A SMOOTH TRANSITION
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GRADE TO HAVE A SMOOTH TRANSITION
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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CLEVELAND UTILITIES.
COORDINATE, FACILITATE AND SCHEDULE WORK WITH
CLEVELAND UTILITIES. THE CONTRACTOR MUST
EXISTING GUY WIRE, REMOVED AND REPLACED BY 7
EXISTING GUY WIRE, PROTECT IN PLACE.6
PLACE.
EXISTING D.I.P. SEWER VENT ASSEMBLY, PROTECT IN 5
EXISTING POWER POLE, PROTECT IN PLACE.4
EXISTING SEWER MANHOLE, PROTECT IN PLACE.3
EXISTING SEWER LINE, PROTECT IN PLACE.2
EXISTING OVERHEAD POWER LINES, PROTECT IN PLACE.1
DEMOLITION NOTES
DETAILS ON SHEET C-301.
CONSTRUCT CHANNEL MODIFICATION PER PLAN AND 1
CONSTRUCTION NOTES
CONTRACTOR.
OBSERVATIONS AND MUST BE VERIFIED BY THE
HEIGHT. DIMENSIONS ARE BASED OFF VISUAL
WITH 25 FT SAG HEIGHT, AND 69kV LINE WITH 40 FT SAG
OPTIC LINE WITH 20 FT SAG HEIGHT, NEUTRAL CABLE
POWER LINES. VISUAL OBSERVATIONS INDICATE FIBER
EXTRA PRECAUTION WHEN OPERATING NEAR OVERHEAD
THE EXISTING CHANNEL. THE CONTRACTOR MUST TAKE
OVERHEAD POWER LINES ARE LOCATED ADJACENT TO 4.
ACCORDANCE WITH EM 385-1-1, CHAPTER 4.
HAUL ROADS MUST BE CONSTRUCTED AND USED IN 3.
SHEET C-101.
FOR CHANNEL MODIFICATION HORIZONTAL CONTROL SEE 2.
AND FEDERAL REGULATIONS.
OTHER ITEMS MUST BE DISPOSED OF PER LOCAL, STATE,
SOIL. ALL ASPHALT, CONCRETE, TRASH, DEBRIS, AND
PROVIDED CITY DISPOSAL SITE IS ONLY SUITABLE FOR 1.
GENERAL SHEET NOTES
20' 40'0
20' 40'00 2' 4'A1
PROFILE: STA. 0+00 TO STA. 4+00
VERT: 1"=2'1"=20'SCALE: HORIZ:
85 - ACCESS RAMP'
.2
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DAYLIGHT LINE
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S T
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S T
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4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80
822 822
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830 830
832 832
834 834
836 836
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EXISTING SEWER LINE
EXISTING GRADE
TOE OF SLOPE
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ACCESS RAMP
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
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F
G
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J
K
L
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N
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
CLEVELAND UTILITIES.
COORDINATE, FACILITATE AND SCHEDULE WORK WITH
CLEVELAND UTILITIES. THE CONTRACTOR MUST
EXISTING GUY WIRE, REMOVED AND REPLACED BY 7
EXISTING GUY WIRE, PROTECT IN PLACE.6
PLACE.
EXISTING D.I.P. SEWER VENT ASSEMBLY, PROTECT IN 5
EXISTING POWER POLE, PROTECT IN PLACE.4
EXISTING SEWER MANHOLE, PROTECT IN PLACE.3
EXISTING SEWER LINE, PROTECT IN PLACE.2
EXISTING OVERHEAD POWER LINES, PROTECT IN PLACE.1
DEMOLITION NOTES
DETAILS ON SHEET C-301.
CONSTRUCT CHANNEL MODIFICATION PER PLAN AND 1
CONSTRUCTION NOTES
CONTRACTOR.
OBSERVATIONS AND MUST BE VERIFIED BY THE
HEIGHT. DIMENSIONS ARE BASED OFF VISUAL
WITH 25 FT SAG HEIGHT, AND 69kV LINE WITH 40 FT SAG
OPTIC LINE WITH 20 FT SAG HEIGHT, NEUTRAL CABLE
POWER LINES. VISUAL OBSERVATIONS INDICATE FIBER
EXTRA PRECAUTION WHEN OPERATING NEAR OVERHEAD
THE EXISTING CHANNEL. THE CONTRACTOR MUST TAKE
OVERHEAD POWER LINES ARE LOCATED ADJACENT TO 4.
ACCORDANCE WITH EM 385-1-1, CHAPTER 4.
HAUL ROADS MUST BE CONSTRUCTED AND USED IN 3.
SHEET C-101.
FOR CHANNEL MODIFICATION HORIZONTAL CONTROL SEE 2.
AND FEDERAL REGULATIONS.
OTHER ITEMS MUST BE DISPOSED OF PER LOCAL, STATE,
SOIL. ALL ASPHALT, CONCRETE, TRASH, DEBRIS, AND
PROVIDED CITY DISPOSAL SITE IS ONLY SUITABLE FOR 1.
GENERAL SHEET NOTES
H1
PLAN: STA. 4+00 TO STA. 8+00
1"=20'SCALE: 20' 40'0
20' 40'00 2' 4'A1
PROFILE: STA. 4+00 TO STA. 8+00
VERT: 1"=2'1"=20'SCALE: HORIZ:
S I
D
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IF
IE
D F
IN
A
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DAYLIGHT LINE
TOP OF SLOPE/DAYLIGHT LINE
TOP OF SLOPE/
CONTROL LINE
TOE OF SLOPE/
CONTROL LINE
TOE OF SLOPE/
DAYLIGHT LINE
DAYLIGHT LINE
M A
T C
H L
IN
E
S E
E S
H E
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C -1
M A
T C
H L
IN
E
S E
E S
H E
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C -1
WORK AREA LIMITS
WITH EXISTING SLOPE
GRADE TO HAVE A SMOOTH TRANSITION
8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00
822 822
824 824
826 826
828 828
830 830
832 832
834 834
836 836
838 838
.5
.3
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.0
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.8
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.8
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-0.31%GRADE =
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.7
.6
.5
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.4
.4
.3
.3
TOE OF SLOPE
TOE OF SLOPE
EXISTING GRADE
EXISTING GRADE
EXISTING SEWER LINE 2 WITH EXISTING SLOPE
GRADE TO HAVE A SMOOTH TRANSITION
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
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C H
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S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
CLEVELAND UTILITIES.
COORDINATE, FACILITATE AND SCHEDULE WORK WITH
CLEVELAND UTILITIES. THE CONTRACTOR MUST
EXISTING GUY WIRE, REMOVED AND REPLACED BY 7
EXISTING GUY WIRE, PROTECT IN PLACE.6
PLACE.
EXISTING D.I.P. SEWER VENT ASSEMBLY, PROTECT IN 5
EXISTING POWER POLE, PROTECT IN PLACE.4
EXISTING SEWER MANHOLE, PROTECT IN PLACE.3
EXISTING SEWER LINE, PROTECT IN PLACE.2
EXISTING OVERHEAD POWER LINES, PROTECT IN PLACE.1
DEMOLITION NOTES
DETAILS ON SHEET C-301.
CONSTRUCT CHANNEL MODIFICATION PER PLAN AND 1
CONSTRUCTION NOTES
CONTRACTOR.
OBSERVATIONS AND MUST BE VERIFIED BY THE
HEIGHT. DIMENSIONS ARE BASED OFF VISUAL
WITH 25 FT SAG HEIGHT, AND 69kV LINE WITH 40 FT SAG
OPTIC LINE WITH 20 FT SAG HEIGHT, NEUTRAL CABLE
POWER LINES. VISUAL OBSERVATIONS INDICATE FIBER
EXTRA PRECAUTION WHEN OPERATING NEAR OVERHEAD
THE EXISTING CHANNEL. THE CONTRACTOR MUST TAKE
OVERHEAD POWER LINES ARE LOCATED ADJACENT TO 4.
ACCORDANCE WITH EM 385-1-1, CHAPTER 4.
HAUL ROADS MUST BE CONSTRUCTED AND USED IN 3.
SHEET C-101.
FOR CHANNEL MODIFICATION HORIZONTAL CONTROL SEE 2.
AND FEDERAL REGULATIONS.
OTHER ITEMS MUST BE DISPOSED OF PER LOCAL, STATE,
SOIL. ALL ASPHALT, CONCRETE, TRASH, DEBRIS, AND
PROVIDED CITY DISPOSAL SITE IS ONLY SUITABLE FOR 1.
GENERAL SHEET NOTES
H1
PLAN: STA. 8+00 TO STA. 12+00
1"=20'SCALE: 20' 40'0
20' 40'00 2' 4'A1
PROFILE: STA. 8+00 TO STA. 12+00
VERT. 1"=2'1"=20'SCALE: HORIZ.
S I
D
C E
R T
IF
IE
D F
IN
A
L D
O C
U M
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®of Engineers
US Army Corps
U .S
A
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CLEVELAND UTILITIES.
COORDINATE, FACILITATE AND SCHEDULE WORK WITH
CLEVELAND UTILITIES. THE CONTRACTOR MUST
EXISTING GUY WIRE, REMOVED AND REPLACED BY 7
EXISTING GUY WIRE, PROTECT IN PLACE.6
PLACE.
EXISTING D.I.P. SEWER VENT ASSEMBLY, PROTECT IN 5
EXISTING POWER POLE, PROTECT IN PLACE.4
EXISTING SEWER MANHOLE, PROTECT IN PLACE.3
EXISTING SEWER LINE, PROTECT IN PLACE.2
EXISTING OVERHEAD POWER LINES, PROTECT IN PLACE.1
DEMOLITION NOTES
DETAILS ON SHEET C-301.
CONSTRUCT CHANNEL MODIFICATION PER PLAN AND 1
CONSTRUCTION NOTES
CONTRACTOR.
OBSERVATIONS AND MUST BE VERIFIED BY THE
HEIGHT. DIMENSIONS ARE BASED OFF VISUAL
WITH 25 FT SAG HEIGHT, AND 69kV LINE WITH 40 FT SAG
OPTIC LINE WITH 20 FT SAG HEIGHT, NEUTRAL CABLE
POWER LINES. VISUAL OBSERVATIONS INDICATE FIBER
EXTRA PRECAUTION WHEN OPERATING NEAR OVERHEAD
THE EXISTING CHANNEL. THE CONTRACTOR MUST TAKE
OVERHEAD POWER LINES ARE LOCATED ADJACENT TO 4.
ACCORDANCE WITH EM 385-1-1, CHAPTER 4.
HAUL ROADS MUST BE CONSTRUCTED AND USED IN 3.
SHEET C-101.
FOR CHANNEL MODIFICATION HORIZONTAL CONTROL SEE 2.
AND FEDERAL REGULATIONS.
OTHER ITEMS MUST BE DISPOSED OF PER LOCAL, STATE,
SOIL. ALL ASPHALT, CONCRETE, TRASH, DEBRIS, AND
PROVIDED CITY DISPOSAL SITE IS ONLY SUITABLE FOR 1.
GENERAL SHEET NOTES
H1
PLAN: STA. 12+00 TO STA. 13+05
1"=20'SCALE: 20' 40'0
20' 40'00 2' 4'A1
PROFILE: STA. 12+00 TO STA. 13+05
VERT. 1"=2'1"=20'SCALE: HORIZ.
| 122761BLT_C-101 |
| 122761BLT_C-102 |
| 122761BLT_C-103 |
| 122761BLT_C-104 |
| 122761BLT_C-105 |
File details come from the government source that posted it. Updated .