B.08.03 Solicitation Amendment-0004 Volume 1 Plans.pdf
PDF 2 MB Posted
- Attached to
- Manhattan Levee Flood Risk Management Project Federal contract opportunity
- Solicitation number
- W912DQ21B1002
About this file
This pre-solicitation notice describes an upcoming Invitation for Bid for construction services related to the Manhattan Levee Flood Risk Management Project. The US Army Corps of Engineers, Kansas City District intends to issue a solicitation to complete approximately 14,600 feet of levee raises, 26 relief wells, and 9,200 feet of underseepage control berms. Additional work includes modifying and replacing drainage structures. The total project value is estimated between $25-100 million.
The solicitation is expected to be available on or about April 21, 2021 via the SAM.gov website. Bids are due on the date specified in the solicitation. A bid bond of 20% or $3 million is required, and payment and performance bonds of 100% will be due before notice to proceed. The estimated period of performance is 913 days from notice to proceed. Interested parties must ensure their SAM registration is up to date and represents the bidding entity. Technical questions should be submitted through PROJNET after solicitation release.
View the file
Other files for this federal contract opportunity
Show all 30
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
MFRM LEVEE BASELINE
UNDERSEEPAGE BERM CROWN
4 1
2 2
PROP ELEV = 1007.27
PROP ELEV = 1008.19
PROP ELEV = 1006.84
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
C O
N S
T R
U C
T
IO
N
N O
T F
O R
OUT ELEV = 1004.27
12" x 24" RCP CULVERT
C
W
OUT ELEV = 1005.05
12" x 24" RCP CULVERT
E
S S
INV ELEV UNKNOWN
TOP ELEV = 1006.47
SS MH
C
101010101010
W
10151015
101510151015
TOP ELEV = 1015.12
STORM DROP INLET
G
S
W6" WATERLINE
(GIS)
6" WATERLINE
(GIS)
W A
T E
R L
IN
E U
N K
N O
W N D
IA
M E
T E
R (G
IS
INV ELEV UNKNOWN
TOP ELEV = 1005.92
SS MH
(GIS)
54" SANITARY SEWER
(G
IS
S
A N
IT
A R
Y S
E W
E R
(GIS)
54" SANITARY SEWER
B-017D-61
D-169
ADU-168
S T
A
F
O R
C E M
A
IN
U
N K
N O
W N D
E P
T H
MINIMUM LEVEL OF PROTECTION
TOP OF LEVEE
ELEV 1018.64
STA. 154+00ELEV 1019.25
STA. 144+00
S = -0.0649%
STA 120+00 TO STA 149+00
UNDERSEEPAGE BERM CROWN
STA 120+00 TO STA 149+00
UNDERSEEPAGE BERM TIE-IN
EXISTING GRADE
CLEARANCE UNKNOWN
EXISTING OVERHEAD ELECTRIC
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:50:36 PM 2021-08-03
...\Manhattan Levee Improvements\6.0 Engineering-Design\6.1 Drawings\CAD_BIM\_Sheets\MFRM_CS116.dgn
F
IL
E N
A M
E
CS116
M L
A R
S O
N
S E
E C
O V
E R S
H E
E T
S E
E C
O V
E R S
H E
E T
K A
N S
A S C
IT
Y
M O
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y D
IS
T R
IC
T
D R
A W
IN
G C
O D
E
D R
A W
IN
G
C O
D E
F Y
H
M
IL
D E
N B
E R
G E
R
J
M E
W M
A W M
F R
M
C S .d g n
M A
N H
A T
T A
N U
N
IT
L
E V
E E R
A
IS
E
K A
N S
A S R
IV
E R F
L O
O D P
R O
T E
C T
IO
N P
R O J E
C T
J S
C
IA
R R
A
A1
PROFILE
HORIZONTAL SCALE: 1" = 50' 50' 100'0
0 5' 10'
VERTICAL SCALE: 1" = 5'
P L
A N A
N D P
R O
F
IL
E
S E
E S
H E
E T C
S
M A
T C
H L
IN
E
S E
E S
H E
E T C
S
M A
T C
H L
IN
E
S E
E S
H E
E T C
S
M A
T C
H L
IN
E S
H E
E T C
S
M A
T C
H L
IN
D1
PLAN - STA. 144+00 TO STA. 154+00
SCALE: 1" = 50' 50' 100'0
N
144+50 145+00 145+50 146+00 146+50 147+00 147+50 148+00 148+50 149+00 149+50 150+00 150+50 151+00 151+50 152+00 152+50 153+00 153+50 154+00144+00
10101010
T
A T
O
GENERAL NOTESGENERAL NOTES
SHEET KEYNOTESLEVEE DRIVE
TO ORIGINAL CONDITION AT COMPLETION OF CONSTRUCTION.
CONTRACTOR'S DISCRETION ARE TO BE FULLY REMOVED AND RESTORED
TEMPORARY ACCESS ROADS CONSTRUCTED ON RIVERSIDE OF LEVEE AT 9.
OF STATION 140+00 TO 161+00.
OF MANHATTAN AT LEAST 14 DAYS NOTICE PRIOR TO WORKING IN THE AREA
MANHATTAN. CONTRACTOR TO PROVIDE CONTRACTING OFFICER AND CITY
CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER AND CITY OF
PLANT VIA LEVEE DRIVE FOR THE DURATION OF THE CONTRACT.
CONTRACTOR TO PROVIDE ACCESS TO THE WASTE WATER TREATMENT 8.
WHEN WORKING BETWEEN STATION 120+00 AND 151+00.
CONTRACTOR SHALL PROTECT EXISTING 54" SANITARY SEWER, ESPECIALLY 7.
OFFSITE.
MATERIAL NOT USED WITHIN RANDOM BERM FILL IS TO BE DISPOSED OF
OPTIONAL USE OF AGGREGATE SURFACING WITHIN RANDOM BERM FILL.
REMOVE TOP 6" OF THE LEVEE CREST. SEE SPECIFICATION 35 41 00 FOR 6.
SEE C-101 THROUGH C-105 FOR CONSTRUCTION LIMITS.5.
SEE CS310 THROUGH CS321 FOR LEVEE CROSS SECTIONS.4.
SEE TOPSOIL STRIPPING AND PLACEMENT SECTIONS ON SHEET CS304.3.
SCHEDULES.
SEE CS301 THROUGH CS303 FOR TYPICAL LEVEE SECTIONS AND BERM 2.
EXISTING FEATURES.
THROUGH V-115 TO SEE CALLOUTS AND ADDITIONAL INFORMATION ABOUT
CALLOUTS FOR EXISTING FEATURES ARE NOT SHOWN. SEE SHEETS V-101 1.
J U
N E
A N
S I
D
J U
L
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
AS ADVERTISED
BORING AND TEST PIT LOCATIONS SHOWN ON PLAN VIEW.
BERM CONSTRUCTION IS COMPLETE
REMOVE EXISTING FENCE AS NEEDED FOR CONSTRUCTION . REPLACE WHEN 8.
EXISTING BIOSOLIDS LINE TO BE RELOCATED. SEE VOLUME 2.7.
EXISTING FENCE AND GATE - DO NOT DISTURB.6.
TEMPORARY RING LEVEE. SEE SHEET C-103 5.
NOT BE DISTURBED.
EXISTING COMMUNICATIONS LINE AND UNDERGROUND ELECTRIC LINE SHALL 4.
DETAILS.
ELEVATIONS PROVIDED ON PLANS. SEE VOLUME 2 FOR MANHOLE RAISE
FLUSH WITH FINISH GRADE.
RAISE EXISTING SANITARY SEWER MANHOLE. TOP ELEVATION SHOULD BE 3.
UNDISTURBED.
EXISTING POWER POLES AND OVERHEAD POWER LINES TO REMAIN 2.
ALONG STATION 127+00 TO 149+20.
REMOVE EXISTING 3-STRAND WIRE FENCE AS NEEDED FOR CONSTRUCTION 1.
A U
G
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
IMPERVIOUS FILL
10'-0"
EXISTING LEVEE
RANDOM FILL
V A
R
IE
S H
E
IG
H T
R A
IS
E
SEE CS304
STRIP EXISTING TOPSOIL
SEE CS304
TOPSOIL
SEE CS501
AGGREGATE SURFACE
BASELINE
MFRM LEVEE
IMPERVIOUS FILL
10'-0"
EXISTING LEVEE
V A
R
IE
S H
E
IG
H T
R A
IS
E
SEE CS304
STRIP EXISTING TOPSOIL
SEE CS304
TOPSOIL
SEE CS501
AGGREGATE SURFACE
BASELINE
MFRM LEVEE
IMPERVIOUS FILL
10'-0"
EXISTING LEVEE
BASELINE C
SEE NOTE
STRIP EXISTING TOPSOIL
IMPERVIOUS FILL (SEE NOTE 6)
OF PROTECTION
MINIMUM LEVEL
TOP OF LEVEE
L E
S S T
H A
N
R A
IS
E H
E
IG
H T
5' 5'
EXISTING LEVEE
ELEV = 1004.8
X = 220 FT
ELEV = 1005.4
X = 106 FT
ELEV = 1006.3
X = 100 FT
ELEV = 1007.8
X = 95.5 FT
ELEV = 1008.25
SEE CS501
AGGREGATE SURFACE
SHOULDER OF STRIPPED LEVEE TOP
BEGIN LEVEE RAISE FROM RIVERSIDE
SHOULDER OF STRIPPED LEVEE TOP
BEGIN LEVEE RAISE FROM LANDSIDE
SAND DRAIN
SEE TABLE D6
SAND DRAIN
W
H
SEE TABLE D6
SAND DRAIN
W
H
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
C O
N S
T R
U C
T
IO
N
N O
T F
O R
1 O N 3
1 O N 3 (A
SS
UMED)
RIVERSIDELANDSIDE
1 ON 3 (ASSUMED)
SEE PROFILE
MINIMUM LEVEL OF PROTECTION
TOP OF LEVEE
F1
TYPICAL SECTION A - LANDSIDE LEVEE RAISE
SCALE: NTS
1 ON 3
1 O N 3 (A
SS
UMED)
RIVERSIDE
LANDSIDE
1 ON 3 (ASSUMED)
SEE PROFILE
MINIMUM LEVEL OF PROTECTION
TOP OF LEVEE
D1
TYPICAL SECTION B - RIVERSIDE LEVEE RAISE
SCALE: NTS
A8
SCHEDULE OF UNDERSEEPAGE BERMS
D8
SCHEDULE OF STABILITY BERMS
SHEET NOTES
A1 SCALE: NTS
L
1 ON 2.5 MAX1 O
N 2 .5
MAX
REGARDLESS OF GEOMETRIC ALIGNMENT CENTERLINE LOCATION.
3. CENTER LEVEE RAISE ON THE TOP OF EXISTING LEVEE,
ASSUMED AVG. 6" THICKNESS AND 10' WIDE.
RECEIVE LEVEE RAISE. AGGREGATE SURFACE MATERIAL IS
2. REMOVE ALL AGGREGATE SURFACE MATERIAL FROM AREAS TO
SPECIFICATIONS.
AND STOCK PILE PRIOR TO PLACEMENT OF NEW MATERIAL PER
1. CONTRACTOR SHALL STRIP THE TOP 6" OF THE EXISTING TOPSOIL
NOTES:
LANDSIDE RIVERSIDE
TYPICAL SECTION C - CENTERED LEVEE RAISE
F8 SCALE: NTS
BERM STA 231+15 TO STA 231+65
LANDSIDE
1 O N 3
1 ON 3
S = 1.0%
NOTE: X IS THE OFFSET DISTANCE FROM THE MFRM LEVEE BASELINE
DETAILS SHOWN ON CS304.
FINISH GRADE IS TOP OF TOPSOIL. TOPSOIL STRIPPING AND PLACEMENT 3.
WIDTH OF LEVEE TOP IS 10' UNLESS OTHERWISE NOTED.2.
MATERIAL.
EXISTING TOPSOIL AND STOCKPILE PRIOR TO PLACEMENT OF NEW
TOPSOIL STRIPPING AND PLACEMENT DETAIL SHOWN ON CS304. STRIP 1.
LESS THAN 1%, RAISE TIE-IN ELEVATION AS NEEDED TO MEET MINIMUM GRADE REQUIREMENT.
4. A MINIMUM 1% GRADE (1/100 SLOPE) IS REQUIRED FOR UNDERSEEPAGE BERMS. IF GRADE IS
3. SEE C6/CS303 FOR TYPICAL BERM HORIZONTAL TRANSITION.
2. SEE A8/CS302 FOR TYPICAL BERM VERTICAL TRANSITION.
1. BERM WIDTH IS THE DISTANCE FROM THE PROJECTED LEVEE TOE TO THE BERM CROWN.
NOTES:
D6 SCALE: NTS
SAND DRAIN SCHEDULE
A6 SCALE: NTS
LEVEE TYPICAL SECTIONS
SHOULD EXTEND THROUGH THE BOTTOM OF THE TRAIL RAMP. SEE VOLUME 2 FOR GRADING PLAN.
EXISTING PREVAILING GROUND SURFACE, WHICHEVER IS GREATER. THE SAND DRAIN
THE BASE OF THE SAND DRAIN BEGINS AT EITHER PROPOSED GROUND SURFACE OR
2. STATION 268+00 THROUGH 272+00 CONFORMS TO TYPICAL SECTION A ON SHEET CS301.
1. THE STABILITY BERM TIE-IN ELEVATION IS SHOWN ON PROFILE.
NOTE:
7. PERVIOUS FILL ONLY BE PLACED IN STATION 199+00 TO 272+00.
REQUIREMENTS IN SPECIFICATION.
MAY BE CONSTRUCTED IN ACCORDANCE WITH "RANDOM FILL"
6. LEVEE RAISE FILL MATERIAL OUTSIDE THE 10-FT WIDE LEVEE TOP
THAN 1FT" SHALL OCCUR OVER A TRANSITION RATE OF 10:1.
5. THE HORIZONTAL TRANSITION FROM "GREATER THAN 1FT" TO "LESS
1FT" SIDE OF THE TRANSITION POINT.
"LESS THAN 1FT" THE TRANSITION WILL OCCUR ON THE "LESS THAN
4. WHERE LEVEE RAISE TRANSITIONS FROM "GREATER THAN 1FT" TO
3. TOPSOIL TO BE PLACED ON TOP OF SAND DRAIN.
2. EXISTING GROUND VARIES. MAINTAIN SAND DRAIN MINIMUM THICKNESS ALONG LEVEE.
1. PERVIOUS FILL TO BE PLACED ACCORDING TO D6/CS301.
NOTE:
3. TOPSOIL TO BE PLACED ON TOP OF SAND DRAIN.
2. EXISTING GROUND VARIES. MAINTAIN SAND DRAIN MINIMUM THICKNESS ALONG LEVEE.
1. PERVIOUS FILL TO BE PLACED ACCORDING TO D6/CS301.
NOTE:
F
IL
E N
A M
E
A N
S I
D
F P
R
IT
K A
N S
A S C
IT
Y
M O
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y D
IS
T R
IC
T
D R
A W
IN
G C
O D
E
F P
R
J
M E
W M
A W
N \A
M F
R M
C
S .d g n
CS301
H
M
IL
D E
N B
E R
G E
R
F Y
M A
N H
A T
T A
N U
N
IT
L
E V
E E R
A
IS
E
K A
N S
A S R
IV
E R F
L O
O D P
R O
T E
C T
IO
N P
R O J E
C T
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:33:04 AM 2021-08-03
...\Manhattan Levee Improvements\6.0 Engineering-Design\6.1 Drawings\CAD_BIM\_Sheets\MFRM_CS301.dgn
T Y
P
IC
A L L
E V
E E S
E C
T
IO
A
D B
E R
M S
C H
E D
U L E
S /1
/2
R
E V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
AS ADVERTISED
S E
E C
O V
E R S
H E
E T
J U
N E
A U
G
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
LEVEE BASELINE
NO BERMBERMTRANSITIONBERMTRANSITIONBERMNO BERM
IMPERVIOUS FILL
BASELINE
MFRM LEVEE
SUBGRADE OUTSIDE EDGE OF ROUNDING
BE STRIPPED BEFORE BENCHING
EXISTING EMBANKMENT SLOPE TO
H E
IG
H T O
F F
IL
L
NOTE 2
OF ROUNDING, NOTE 1.
EXISTING OUTSIDE EDGE
EXISTING SUBGRADE
>0.5 FT. AND <2 FT.
BENCH HEIGHT
BENCH WIDTH
IMPERVIOUS FILL
RANDOM FILL
LEVEE CENTERLINE
TEMPORARY RING
SEE SPECIFICATION
QUARRY RUN ROCK
EXISTING LEVEE
IMPERVIOUS FILL
10'-0"
BERM CROWN
UNDERSEEPAGE
"B"
"X"
"A" BERM TIE-IN
SEE PROFILE
PROTECTION
MINIMUM LEVEL OF
TOP OF LEVEE
SHOULDER OF STRIPPED LEVEE TOP
BEGIN LEVEE RAISE FROM RIVERSIDE
BASELINE
MFRM LEVEE
SEE CS504
AGGREGATE SURFACE
SEE CS304
STRIP EXISTING TOPSOIL
SEE CS304
STRIP EXISTING TOPSOIL
BERM RANDOM FILL
RANDOM FILL
RANDOM FILL
10'-0" - SEE NOTE
STRIP EXISTING TOPSOIL
SAND DRAIN
"Y
"X"
10'-0" SEE NOTE 3'-5"
INSPECTION TRENCH
4'
1 ON 1.5
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
C O
N S
T R
U C
T
IO
N
N O
T F
O R
C6 SCALE: NTS
SECTION SECTION SECTION
LANDSIDE
TYPICAL BERM HORIZONTAL TRANSITION
LANDSIDE RIVERSIDE
VARIABLE
L
A6 SCALE: NTS
BENCHING OF EARTH SLOPES
C1 SCALE: NTS
TYPICAL TEMPORARY RING LEVEE SECTION
RIVERSIDELANDSIDE
1 O N 2 .5
1 O N
1.51 O
N
1 O N
RIVERSIDE
LANDSIDE
1 O N 3
1 O N 3
F1 SCALE: NTS
TYPICAL SECTION G - LEVEE RAISE WITH UNDERSEEPAGE BERM
SEE NOTE
1 ON 3
THE MAXIMUM TRANSITION LENGTH WILL BE 100 FT.
HORIZONTAL TRANSITIONS BETWEEN UNDERSEEPAGE BERMS WITH DIFFERENT WIDTHS WILL BE 1:1 (WIDTH:LENGTH). 1.
NOTE:
SEE TABLE E1/CS303
TOP OF RING LEVEE
E1 SCALE: NTS
RING LEVEE ELEVATION AND SAND DRAINS TABLES
C
1. RING LEVEE WIDTH IS 10 FEET WIDE EXCEPT AT STATION 10+78 WHERE THE WIDTH IS 8 FEET WIDE.
NOTE:
A1 SCALE: NTS
TYPICAL SECTION H - LEVEE SECTION
1 ON 31 O
N 3
B. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN.
A. BENCHING IS NOT REQUIRED ON EXISTING SLOPES FLATTER THAN 6H:1V.
BENCHES ARE TO BE EXCAVATED ONE LEVEL AT A TIME AND THE FILL PLACED AND COMPACTED BEFORE THE NEXT BENCH IS EXCAVATED.2.
EXISTING SLOPE.
WHEN SUBGRADE IS BELOW THE EXISTING OUTSIDE EDGE OF ROUNDING, BENCHING SHALL BE CARRIED OUT BELOW THE POINT WHERE THE SUBGRADE INTERSECTS THE 1.
NOTE:
2. STATION 141+50 TO 149+50 UNDERSEEPAGE BERM RANDOM FILL IS TO BE REPLACED BY SAND DRAIN MATERIAL AND TOPPED WITH 6" OF TOPSOIL.
1. SLOPE FROM UNDERSEEPAGE BERM CROWN TO EXISTING IS TO BE 1 ON 3 EXCEPT BETWEEN STATION 161+00 AND 184+00 WHERE IT IS TO BE 1 ON 6.
NOTE:
FOR THE TIE-BACK LEVEE BETWEEN STATION 0+00 AND 5+45 TO PROVIDE FOR POSITIVE DRAINAGE AND TIE INTO EXISTING ROAD EDGES.
5. IMPERVIOUS MATERIAL TO BE USED AS FILL ON THE LANDSIDE FROM STATION -1+45 TO 1+55 AS REQUIRED FOR POSITIVE DRAINAGE. IMPERVIOUS MATERIAL TO BE USED AS FILL ON RIVERSIDE SLOPES OF THE TRENCH. ONCE CONTRACTING OFFICER INSPECTION IS COMPLETE, REPLACE WITH IMPERVIOUS FILL FOLLOWING SPECIFICATION SECTION 35 41 00.
4. EXCAVATE INSPECTION TRENCH TO DIMENSIONS AS SHOWN. HAVE CONTRACTING OFFICER VERIFY AND RECORD SOIL STRATUM ALONG 1:1.5 SIDE
3. LEVEE TIE-BACK STATION 1+40 TO 5+47 WILL HAVE A RIVERSIDE SLOPE OF 1 ON 4.
2. SEE CS304 FOR TOPSOIL DETAILS. STATION -1+58 TO STATION 1+48 WILL RECEIVE 4" OF TOPSOIL.
1. SEE TYPICAL SECTION SCHEDULE CS301.
NOTE:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:45:49 PM 2021-08-03
...\Manhattan Levee Improvements\6.0 Engineering-Design\6.1 Drawings\CAD_BIM\_Sheets\MFRM_CS303.dgn
F
IL
E N
A M
E
A N
S I
D
F P
R
A
N S
A S C
IT
Y
M O
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y D
IS
T R
IC
T
D R
A W
IN
G C
O D
E
F P
R
M
IL
D E
N B
E R
G E
R
J
M E
W M
A W
N \A
M F
R M
C
S .d
CS303
Y
P
IC
A L L
E V
E E S
E C
T
IO
N S
A N
D B
E N
C H
IN
G D
E T
A
IL
F Y
M A
N H
A T
T A
N U
N
IT
L
E V
E E R
A
IS
E
K A
N S
A S R
IV
E R F
L O
O D P
R O
T E
C T
IO
N P
R O J E
C T
S E
E C
O V
E R S
H E
E T
J U
N E
AS ADVERTISED
A U
G
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
EXISTING LEVEE
EXISTING LEVEE
UNDERSEEPAGE BERM
LEVEE CREST
STRIP 6" EXISTING
LEVEE
TOPSOIL ON LEVEE
STRIP 6" EXISTING
TOPSOIL ON LEVEE
STRIP 6" EXISTING
LEVEE
LEVEE CREST
STRIP 6" EXISTING
EXISTING LEVEE
UNDERSEEPAGE BERM
TOPSOIL ON LEVEE
STRIP 6" EXISTING
BASELINE
MFRM LEVEE
PLACE 6" TOPSOIL ON LEVEE
BASELINE
MFRM LEVEE
PLACE 6" TOPSOIL ON LEVEE
BASELINE
MFRM LEVEE
SEE NOTE.
BERM LOCATIONS
UNDER UNDERSEEPAGE
STRIP EXISTING TOPSOIL
SEE NOTE
ON UNDERSEEPAGE BERM
PLACE TOPSOIL
SEE NOTE
ON UNDERSEEPAGE BERM
PLACE TOPSOIL
SEE NOTE
BERM LOCATIONS
UNDER UNDERSEEPAGE
STRIP EXISTING TOPSOIL
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
C O
N S
T R
U C
T
IO
N
N O
T F
O R
RIVERSIDE
LANDSIDE
1 O N 3
1 ON 3
1 O N 3
1 O N 3
1 ON 3
1 O N 3
A1 SCALE: NTS
C1 SCALE: NTS
PLACE SALVAGED TOPSOIL TO FINISH GRADE
STRIP THE EXISTING LEVEE CREST AND DISPOSE OFF SITE.
STRIP THE EXISTING TOPSOIL AND STOCKPILE PRIOR TO PLACEMENT OF NEW MATERIAL.
LEGEND:
PLACE SALVAGED TOPSOIL TO FINISH GRADE
STRIP THE EXISTING LEVEE CREST AND DISPOSE OFF SITE.
STRIP THE EXISTING TOPSOIL AND STOCKPILE PRIOR TO PLACEMENT OF NEW MATERIAL.
LEGEND:
E1 SCALE: NTS
TOPSOIL STRIPPING AND PLACEMENT - NO LEVEE RAISE
RIVERSIDE
LANDSIDE
1 O N 3
1 ON 3
TOPSOIL STRIPPING AND PLACEMENT - LEVEE RAISE AND UNDERSEEPAGE BERM
TOPSOIL STRIPPING AND PLACEMENT - LANDSIDE/RIVERSIDE LEVEE RAISE
LANDSIDE/RIVERSIDE
RIVERSIDE/LANDSIDE
1. STATION -1+58 TO STATION 1+48 HAS 4" OF TOPSOIL ON LEVEE.
NOTE:
SEE NOTE
1 ON 3
SEE NOTE
1 ON 3
2. SLOPE FROM UNDERSEEPAGE BERM CROWN TO EXISTING IS TO BE 1 ON 3 EXCEPT BETWEEN STATION 161+00 AND 184+00 WHERE IT IS TO BE 1 ON 6.
1. STRIP AND PLACE 6" OF TOPSOIL FOR UNDERSEEPAGE BERMS EXCEPT BETWEEN STATION 161+00 AND 184+00 WHERE 12" OF TOPSOIL SHOULD BE STRIPPED AND PLACED.
NOTE:
2. SLOPE FROM UNDERSEEPAGE BERM CROWN TO EXISTING IS TO BE 1 ON 3 EXCEPT BETWEEN STATION 161+00 AND 184+00 WHERE IT IS TO BE 1 ON 6.
1. STRIP AND PLACE 6" OF TOPSOIL FOR UNDERSEEPAGE BERMS EXCEPT BETWEEN STATION 161+00 AND 184+00 WHERE 12" OF TOPSOIL SHOULD BE STRIPPED AND PLACED.
NOTE:
PLACE SALVAGED TOPSOIL ABOVE UNDERSEEPAGE BERM DESIGN GRADE.
STRIP THE EXISTING TOPSOIL AND STOCKPILE PRIOR TO PLACEMENT OF NEW MATERIAL.
LEGEND:
F
IL
E N
A M
E
A N
S I
D
F P
R
A
N S
A S C
IT
Y
M O
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y D
IS
T R
IC
T
D R
A W
IN
G C
O D
E
F P
R
M
IL
D E
N B
E R
G E
R
J
M E
W M
A W
N \A
M F
R M
C
S .d
CS304
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:15:47 AM 2021-07-28
...\Manhattan Levee Improvements\6.0 Engineering-Design\6.1 Drawings\CAD_BIM\_Sheets\MFRM_CS304.dgn
T Y
P
IC
A L L
E V
E E S
E C
T
IO
N S
T O
P S
O
IL
S
T R
IP
P
IN
G A
N D P
L A
C E
M E
F Y
M A
N H
A T
T A
N U
N
IT
L
E V
E E R
A
IS
E
K A
N S
A S R
IV
E R F
L O
O D P
R O
T E
C T
IO
N P
R O J E
C T
AS ADVERTISED
J U
N E
A U
G
R E
V
IS
E D I
N A
C C
O R
D A
C N
E W
IT
H A
M E
N D
M E
N T
S E
E C
O V
E R S
H E
E T
| MFRM_CS116 |
| MFRM_CS301 |
| MFRM_CS303 |
| MFRM_CS304 |
File details come from the government source that posted it. Updated .