Underwood_Creek_-_Amendment_0001_Plans.pdf
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Plans- Amendment 0001
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SHEETPILE
SHEETPILE
FAILURE
FA
IL
U R E
FAILURE
INVERT_EL. 679.02
12"_CMP
W
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T
FI
SHER
PARKW
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10301
10225
10217
10207
10141
10131 10123 A P
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S T A . 4
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In c r e a s e
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V a lu e n g in e e r in g
Detroit District of Engineers
US Army Corps
SHEET OF
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N
10+00
N
REQUIRED DEMOLITION PLAN LEGEND
EXISTING CONCRETE CHANNEL LINING
TO BE DEMOLISHED AND DISPOSED OFF SITE.
W. FISHER PARKWAY
STA. 50+45
UPSTREAM END
END PROJECT &
CONCRETE REMOVAL
CANADIAN PACIFIC RAILWAY
HIGH-VOLTAGE / FIBER-OPTICS
CONCRETE CHANNEL
POWER LINE
OVERHEAD
STA. 10+67
48" MIS (SEWER)
INVERT EL. 652.07
BEGIN CONCRETE
REMOVAL
DOWNSTREAM END
TRANSFORMERS
INVERT EL. 653.63
48" MIS (SEWER)
EXISTING 48"x96"
INVERT EL. 677.74'
CONCRETE OUTFALL
TO BE REMOVED
DROP STRUCTURE @ STA 49+90
EXISTING 1.90' HIGH SHEET PILE
SCALE: 1"=150'
N
ABANDONED 39"X30"
MIS (SEWER)
M A
R
J
U N
48" M
IS (S
EWER)ABANDONED 39"
X30"
G
G
G
G
G
G
G
G
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G
G
R
IP
R A
P
W
W
W
W
W
STA. 45+00
S T A . 5
0+
USH 45
USH 45
SHEETPILE
46'
W
X K -1
-B -0
PLAN NOTES
103 RD ST
104 TH ST
EXISTING 2- 36" PVC
DOWMNSTREAM END
TO BE REMOVED
DROP STRUCTURE @ STA 49+90
EXISTING 1.90' HIGH SHEET PILE
STA. 50+45
UPSTREAM END
END PROJECT &
CONCRETE REMOVAL
SUNDAY & HOLIDAYS
EXCLUDING SATURDAY,
TO DIGGING,
3 WORKING DAYS PRIOR
(TOLL FREE)
800-242-8511
CALL DIGGERS HOTLINE
THE CONTRACTOR SHALL
PRIOR TO ANY EXCAVATION
680 FEET TO BE REMOVED
TO BE REMOVED
DROP STRUCTURE @ STA 20+20
EXISTING 3.5' HIGH CONCRETE
SSP WALL REMOVAL
SECTION LOOKING UPSTREAM
8' 8'32'32' 6'-8" 6'-8"30'
8' LONG 16' LONG 12' LONG 8' LONG 12' LONG 16' LONG 8' LONG
88.71' TO REMAIN
SEE DETAIL 2 ON SHEET
REMOVE SSP DROP STRUCTURE
MOVED BY OTHERS
CROSSING 3" STEEL PIPE TO BE
CAUTION EXISTING GASLINE
ABANDONED USGS METERING STATION
REMOVE & DISPOSE OF
TO BE REMOVED
DROP STRUCTURE @ STA 43+45
EXISTING 4.0' HIGH SSP
TO BE REMOVED
DROP STRUCTURE @ STA 40+90
EXISTING 1.75' HIGH SSP
TO BE REMOVED
DROP STRUCTURE @ STA 33+70
EXISTING 0.5' HIGH CONCRETE & SSP
HWY 45 BRIDGE PIERS
INVERT EL. 663.14
MIS (SEWER)
ABANDONED 39"X30"
BEGIN REMOVAL OF
TO REMAIN
INVERT EL. 665.04
MIS (SEWER)
ABANDONED 39"X30"
END REMOVAL OF
TO REMAIN
TO REMAIN
TO REMAIN
APPROX 10'X3"X200'
CART PATH
REPLACE ASPHALT
REMOVE AND
DETAIL 1
CD101NOT TO SCALE
DETAIL
CD101NOT TO SCALE
CD101NOT TO SCALE
SEE DETAIL
PER COR
REMOVED AND RELOCATED
EXISTING FENCE TO BE
B
C O
E S B
A C
K C
H E
C K
J
U N
100'0 50'
SCALE:1"=50'
J
U N
J
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IF
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IF
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D F
IN
A L R
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FINISHED GRADE ELEVATION. FULL EXTRACTION OF THE SSP IS NOT REQUIRED.
11. SHEET PILE DROP STRUCTURE REMOVAL IS REQUIRED UP TO 3 FEET BELOW
AS STATED IN SPECIFICATIONS SECTION 31 00 00 PART 3.5 EXCAVATION PLAN.
10. THE CONTRACTOR SHALL TAKE PRECAUTIONS WHEN WORKING ABOVE THE 48" MIS
APPROXIMATELY 12 FEET LONG.
REFERENCE DRAWINGS CORRECTLY. STRUCTURE ARE ASSUMED TO BE SSP
9. DROP STRUCTURE SHOWN AT 40+90 AND 43+45 ARE NOT SHOWN ON PROVIDED
DETAILS
8. SEE REFERENCE DRAWINGS IN SPEC SECTION 01 99 90 FOR DROP STRUCTURE
NOTED.
7. ALL CONCRETE CHANNEL BOTTOM AND BANKS ARE TO BE REMOVED EXCEPT AS
WITH CONTRACTING OFFICER REPRESENTATIVE.
6. TWENTY FIVE (25) TREES SHALL REMAIN. CONTRACTOR SHALL VERIFY LOCATIONS
LIMITS AS SHOWN. IT HAS BEEN FILLED WITH FLOWABLE FILL.
5. THE ABANDONED 39" X 30" MIS SEWER SHALL BE REMOVED WITHIN THE PROJECT
4. SEE SHEETS RC301 THROUGH RC304 FOR EXISTING/DEMO TYPICAL SECTIONS.
BE DISPOSED AT THE APPROPRIATE SITE.
3. ALL EXCAVATED MATERIAL ABOVE THE EXCAVATION LIMIT FOR THE PROJECT SHALL
2. ALL EXISTING OUTFALLS AND PIPES TO REMAIN ACTIVE DURING CONSTRUCTION.
1. A MAXIMUM OF 200' OF STREAM CHANNEL MAY BE EXPOSED AT A GIVEN TIME.
A U
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6-12IN_X8
18-24IN
6-12IN_X2
6-12IN
12-18IN_X2
6-12IN_X3
6-12IN_X3
6-12IN_X2
6-12IN
6-12IN_X3
12-18IN
6-12IN_X2
6-12IN
6-12IN_X2
12-18IN
6-12IN
6-12IN
6-12IN_X5
12-18IN
6-12IN_X2
6-12IN
6-12IN
6-12IN
6-12IN6-12IN12-18IN6-12IN
6-12IN_X3
6-12IN_X2
12-18IN
6-12IN_X2
6-12IN
6-12IN6-12IN
12-18IN
12-18IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN_X3
6-12IN_X2
6-12IN
6-12IN_X2
6-12IN
12-18IN
6-12IN
6-12IN
12-18IN
6-12IN
6-12IN
6-12IN_X26-12IN
6-12IN
6-12IN
12-18IN
12-18IN
6-12IN
6-12IN
6-12IN
18-24IN
6-12IN
6-12IN6-12IN
6-12IN_X2
6-12IN
12-18IN
6-12IN6-12IN_X2
6-12IN
12-18IN
6-12IN_X2
6-12IN6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN_X2
6-12IN
>24IN6-12IN_X2
6-12IN
12-18IN_X3
6-12IN_X2
6-12IN
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6-12IN6-12IN
6-12IN6-12IN6-12IN
12-18IN
6-12IN
6-12IN
12-18IN
6-12IN
6-12IN
12-18IN
6-12IN_X2
6-12IN6-12IN
6-12IN
12-18IN
6-12IN6-12IN
6-12IN6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
12-18IN
6-12IN_X2
6-12IN_X2
6-12IN
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6-12IN
6-12IN
6-12IN
12-18IN
6-12IN
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12-18IN6-12IN
6-12IN
6-12IN_X2
6-12IN_X2
18-24IN
12-18IN_X4
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18-24IN
6-12IN
6-12IN
12-18IN
6-12IN_X2
6-12IN
6-12IN_X2
6-12IN_X2
12-18IN
12-18IN12-18IN
12-18IN
18-24IN_X2
12-18IN
18-24IN
6-12IN
6-12IN
6-12IN6-12IN
6-12IN6-12IN
6-12IN6-12IN_X2
6-12IN
6-12IN
6-12IN_X2
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN_X3
6-12IN
12-18IN
6-12IN
6-12IN_X2
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN6-12IN
6-12IN
6-12IN6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN6-12IN
6-12IN
6-12IN_X2
18-24IN
12-18IN_X3
6-12IN
6-12IN6-12IN
6-12IN
6-12IN
6-12IN
6-12IN_X2
12-18IN
6-12IN
6-12IN
6-12IN_X26-12IN
6-12IN
6-12IN
6-12IN
12-18IN_X2
6-12IN6-12IN
6-12IN
6-12IN
6-12IN_X2
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
12-18IN
6-12IN6-12IN
6-12IN6-12IN
6-12IN_X5
6-12IN
6-12IN
6-12IN
12-18IN_X5
6-12IN
12-18IN
6-12IN6-12IN_X2
6-12IN_X2
6-12IN_X2
6-12IN
6-12IN
6-12IN6-12IN
18-24IN
6-12IN_X2
6-12IN
12-18IN
6-12IN
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18-24IN_X26-12IN
6-12IN_X2
18-24IN
6-12IN
6-12IN12-18IN
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6-12IN
6-12IN
6-12IN
6-12IN_X2
6-12IN
6-12IN
12-18IN
6-12IN
6-12IN
6-12IN6-12IN
12-18IN_X3
6-12IN
6-12IN
6-12IN
18-24IN6-12IN6-12IN
12-18IN
12-18IN
12-18IN
12-18IN
18-24IN_X2
6-12IN_X2
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN6-12IN
6-12IN
6-12IN6-12IN6-12IN
12-18IN
12-18IN_X2
6-12IN
6-12IN
6-12IN
12-18IN
6-12IN_X2
6-12IN_X218-24IN
6-12IN
6-12IN
6-12IN
6-12IN6-12IN
6-12IN
12-18IN
12-18IN
6-12IN
>24IN
12-18IN
6-12IN
6-12IN6-12IN
6-12IN
6-12IN6-12IN12-18IN
6-12IN
12-18IN
12-18IN6-12IN
6-12IN
6-12IN
6-12IN
6-12IN 6-12IN_X2
6-12IN_X2
6-12IN12-18IN
6-12IN
6-12IN_X2
6-12IN
6-12IN
18-24IN_X2
6-12IN
6-12IN
6-12IN
6-12IN
12-18IN
6-12IN
12-18IN6-12IN
6-12IN6-12IN18-24IN
6-12IN
12-18IN6-12IN
12-18IN
12-18IN6-12IN
6-12IN
6-12IN
6-12IN6-12IN_X4
6-12IN6-12IN6-12IN
6-12IN
6-12IN
6-12IN6-12IN
12-18IN6-12IN
6-12IN
6-12IN
6-12IN6-12IN
12-18IN6-12IN6-12IN6-12IN
6-12IN
6-12IN
6-12IN
TMPCP
6-12IN6-12IN
6-12IN_X4
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN_X5
6-12IN
6-12IN6-12IN6-12IN
6-12IN
12-18IN_X26-12IN
6-12IN
6-12IN
12-18IN_X26-12IN6-12IN
12-18IN_X2
6-12IN
6-12IN
6-12IN 6-12IN
6-12IN6-12IN
6-12IN
6-12IN6-12IN6-12IN6-12IN_X26-12IN6-12IN_X3
6-12IN_X36-12IN12-18IN_X4
6-12IN 12-18IN_X3
12-18IN
18-24IN6-12IN_X3
6-12IN_X2
12-18IN_X4
12-18IN_X2
6-12IN
6-12IN6-12IN
6-12IN6-12IN
6-12IN
6-12IN
6-12IN
6-12IN6-12IN 6-12IN6-12IN
6-12IN6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN12-18IN6-12IN
6-12IN6-12IN
6-12IN
6-12IN6-12IN_X2
6-12IN6-12IN
6-12IN6-12IN
6-12IN
6-12IN
6-12IN6-12IN
6-12IN
6-12IN_X26-12IN
6-12IN_X2
6-12IN_X3
6-12IN6-12IN6-12IN
12-18IN_X3
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN_X3
6-12IN_X26-12IN
6-12IN
12-18IN6-12IN_X26-12IN
6-12IN
6-12IN6-12IN
6-12IN6-12IN_X2
6-12IN
12-18IN 12-18IN
6-12IN
6-12IN
12-18IN
12-18IN
18-24IN
6-12IN
12-18IN
12-18IN
18-24IN
18-24IN
12-18IN
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6-12IN
18-24IN
6-12IN_X3
6-12IN
6-12IN
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18-24IN
6-12IN
6-12IN
6-12IN
6-12IN_X36-12IN
6-12IN
6-12IN
18-24IN
12-18IN6-12IN6-12IN
12-18IN6-12IN_X2
6-12IN_X2
12-18IN_X2
18-24IN
12-18IN6-12IN6-12IN_X3
12-18IN
12-18IN_X2
6-12IN_X2
18-24IN6-12IN
6-12IN6-12IN
6-12IN
12-18IN
6-12IN12-18IN
12-18IN12-18IN
6-12IN
6-12IN12-18IN
6-12IN_X2
6-12IN_X3
6-12IN_X2
>24IN
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18-24IN
12-18IN
6-12IN
12-18IN
12-18IN
12-18IN
12-18IN
6-12IN
6-12IN6-12IN6-12IN_X3
6-12IN
12-18IN
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18-24IN
>24IN
18-24IN
18-24IN
>24IN
6-12IN
6-12IN
6-12IN
6-12IN
12-18IN
12-18IN
6-12IN
6-12IN
12-18IN
12-18IN
6-12IN
12-18IN_X2
6-12IN
6-12IN12-18IN
6-12IN
6-12IN
6-12IN_X2
6-12IN_X2
12-18IN
18-24IN
6-12IN
18-24IN
18-24IN
18-24IN
6-12IN
12-18IN
6-12IN6-12IN_X2
6-12IN
18-24IN
12-18IN
12-18IN
6-12IN
6-12IN
6-12IN6-12IN_X2
12-18IN_X2
6-12IN
>24IN
18-24IN
6-12IN
6-12IN
6-12IN
6-12IN
>24IN
18-24IN
12-18IN
6-12IN
6-12IN_X2
12-18IN
12-18IN
6-12IN_X212-18IN
6-12IN6-12IN
6-12IN
12-18IN
6-12IN6-12IN_X2
6-12IN6-12IN
12-18IN
12-18IN6-12IN
12-18IN
12-18IN6-12IN
6-12IN
6-12IN
18-24IN18-24IN18-24IN
6-12IN
6-12IN6-12IN
6-12IN
12-18IN
6-12IN
18-24IN
18-24IN
12-18IN
12-18IN
6-12IN
6-12IN_X3
6-12IN
6-12IN
12-18IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN12-18IN12-18IN
6-12IN
6-12IN6-12IN_X2
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN_X2
12-18IN
6-12IN
6-12IN
6-12IN
12-18IN12-18IN6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
12-18IN
6-12IN
>24IN
6-12IN
6-12IN
18-24IN
6-12IN
TMPCP
TMPCP
TMPCP
18-24IN
6-12IN
6-12IN
6-12IN
6-12IN_X2
6-12IN_X6
6-12IN6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN_X5
6-12IN
6-12IN
6-12IN_X2
6-12IN
6-12IN6-12IN
12-18IN
6-12IN6-12IN6-12IN
6-12IN12-18IN12-18IN
6-12IN12-18IN
6-12IN_X2
6-12IN
6-12IN6-12IN6-12IN
12-18IN
6-12IN_X212-18IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
12-18IN
6-12IN
6-12IN6-12IN
6-12IN
6-12IN6-12IN
6-12IN
>24IN
12-18IN6-12IN
6-12IN
12-18IN_X2
12-18IN
12-18IN
6-12IN
6-12IN
6-12IN
12-18IN
12-18IN
6-12IN
6-12IN
6-12IN12-18IN
6-12IN12-18IN6-12IN
6-12IN
6-12IN
6-12IN_X2
6-12IN
6-12IN_X2
6-12IN
6-12IN
6-12IN
12-18IN12-18IN6-12IN
6-12IN6-12IN
12-18IN
6-12IN_X36-12IN
12-18IN6-12IN6-12IN
6-12IN_X3
6-12IN6-12IN
6-12IN
6-12IN
12-18IN
6-12IN
6-12IN6-12IN_X2
6-12IN
12-18IN_X2
6-12IN
12-18IN6-12IN
6-12IN_X2
6-12IN
12-18IN
12-18IN
6-12IN6-12IN12-18IN
12-18IN 6-12IN
12-18IN
12-18IN
12-18IN
12-18IN6-12IN
12-18IN
18-24IN
6-12IN
12-18IN
12-18IN18-24IN12-18IN
12-18IN12-18IN
12-18IN12-18IN
6-12IN6-12IN
6-12IN
6-12IN6-12IN
12-18IN
6-12IN6-12IN12-18IN6-12IN_X5
12-18IN
6-12IN6-12IN
6-12IN
6-12IN
6-12IN
12-18IN
6-12IN
6-12IN
6-12IN_X5
6-12IN
12-18IN
6-12IN6-12IN
6-12IN
6-12IN6-12IN
12-18IN
12-18IN
155+00
CREEK
UNDERWOOD
CREEK
MENOMONEE
G
G
G
G
G
G
G
G
G
G
G
G
G
CE102
.T .S
D
2 3
C
4 5
A
B
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
P
R O
S S
J S
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
J
U L
W
X K -1
-C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
US Army Corps
J S
G L F
E R S
E C
T
IO
N
E C
O S
Y S
T E
M R
E S
T O
R A
T
IO
N U
N D
E R
W O
O D C
R E
S T
A T
O S
T A
R E
Q U
IR
E D P
L A
N A
N D P
R O
F
IL
E
C E .D
G N
EXISTING GROUND PROFILE (TYP)
SHEET OF
PROFILE
M A
R
J
U N
W
X K -1
-B -0
0 5'
SCALE: 1"= 5'
10' 100'0 50'
SCALE:1"=50'VERT: HORIZ:
M A
T C
H L
IN
E S
T A S
E E S
H E
E T C
E
M A T C
H L
IN
E S
T A . 2
S
E E S
H E E T C
E
FLOW
PROPERTY LI
NE
UNDERWOOD CREEK
SEE CROSS SECTIONS
REQUIRED LOW FLOW CHANNEL
REQ'D CHANNEL CL
INVERT EL. 677.74'
CONCRETE OUTFALL
EXISTING 48"X96" AT 103 RD ST.
48" MIS
N
SCALE: 1"=50'
PLAN
100'0 50'
SCALE:1"=50'
SEE GRADING PLANS
GRADING LIMIT
SEE GRADING PLAN
GRADING LIMIT
REQUIRED SSP WALL
POOL #18
POOL #17
POOL #16
POOL #15
POOL #14
POOL #13
POOL #12 TO REMAIN, SEE CE302 (TYP)
EXISTING TREE FLAGGED
M A
T C
H L
IN
E S
T A
M A
T C
H L
IN
E S
T A
REQ'D THALWEG PROFILE
POOL #12 POOL #13 POOL #16 POOL #17 POOL #18
FLOW
SEGMENT D/S XS U/S XS LENGTH (FT)
A
B
C D
2+50 25+13.11
2513.11 35+63.67
35+63.67 38+60.91 38+60.91
2263.11
1050.56
297.24 494.0943+55
2.5
EXCAVATION LIMIT (FT)
3.5
STONE THICKNESS, EXCAVATION LIIMIT
REQ'D EXCAVATION LIMIT (SEGMENT A)
REQ'D EXCAVATION LIMIT (SEGMENT B)
REQUIRED SEGMENTED BLOCK WALL
EL. 671.44
CONDUIT INVERT
EXISTING CMP 36" WITH
TO REMAIN IN PLACE
OUTSIDE PROJECT LIMITS
EXISTING ABANDONED 39"X30" MIS
FOR PLAN AND SPECS
ST. OUTFALL, SEE SPEC SECTION 01 99 90
REQUIRED WORK AT 103RD
WALL ELEVATIONS.
WING WALL, SEE REQ'D
REQ'D SLOPED SSP
REQ'D RAILING
11-2M 11-3M
B-3
11-4M
11-5M
B-4
SECTION 33 40 00
BY CONTRACTOR. SEE SPEC
ST. OUTFALL, TO BE DESIGNED
REQUIRED WORK AT 104TH
B
C O
E S B
A C
K C
H E
C K
J
U N
5. SEE SHEET CE501 FOR TERRACE RETURN WALLS AND DETAILS
4. SEE SHEETS CE505 THROUGH CE506 FOR FES DETAILS
GEOTEXTILE FABRIC AT ALL DISCHARGES UNLESS NOTED OTHERWISE. SEE TABLE ON CU101
GRADING. INSTALL AN APRON ENDWALL WITH GRATE ON PIPES, MEDIUM FIELDSTONE WITH
DURING CONSTRUCTION TO THE POINT WHERE THE INVERT OF THE PIPE MATCHES THE PROPOSED
3. EXTEND EXISTING STORM SEWER OUTLET PIPES LISTED ON THE OUTLET TABLE, ENCOUNTERED
2. SEE SHEETS CE304 THROUGH CE309 FOR CROSS SECTIONS.
1. SEE SHEETS CE301 & CE303 FOR TYPICAL SECTION
NOTES:
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
J
U N
J
U L
C E
R T
IF
IE
D F
IN
A L
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
A U
G
A M
E N
D M
E N
T
POOL #14 POOL #15
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T A 8+
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W
W
W
W
W
W
W W
WWW
W
W W
W W
W
17+00 16+00 15+00 14+0025+00 24+00 23+00 22+00 21+00 20+00 19+00 18+0027+00 26+00
CE104
.T .S
D
2 3
C
4 5
A
B
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
P
R O
S S
J S
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
J
U L
W
X K -1
-C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
US Army Corps
J S
G L F
E R S
E C
T
IO
N
E C
O S
Y S
T E
M R
E S
T O
R A
T
IO
N U
N D
E R
W O
O D C
R E
S T
A T
O S
T A
SHEET OF
R E
Q U
IR
E D P
L A
N A
N D P
R O
F
IL
E
C E .D
G N
N
EXISTING PHASE I
DEWATERING & LOW
FLOW CHANNEL
PROFILE (TYP)
EXISTING GROUND
PLAN
M A
R
J
U N
W
X K -1
-B -0
F L
O W
F L
O W
PROFILE
0 5'
SCALE: 1"= 5'
10' 100'0 50'
SCALE:1"=50'VERT: HORIZ:
100'0 50'
SCALE:1"=50'
M
ATC
H
LIN
E STA. 39+18 SEE SH
EET C
E103
END PROJECT
STA. 43+55
STA. 43+80
SEE CROSS SECTIONS
REQUIRED LOW FLOW CHANNEL
USH-45
USH-45
GAS LINE TO BE MOVED BY OTHERS
SEE SHEET CU101 FOR DEPTHS
3" STEEL PIPE
CAUTION EXISTING GAS LINE CROSSING
U
SH
-45
U
SH
-45
U
SH
-45 P
R O
P E
R T
Y L
IN
E
REQ'D CHANNEL CL
POOL #3
POOL #4
POOL #2
POOL #1
REQ'D THALWAG PROFILE
POOL #2
POOL #3
POOL #4
SEGMENT D/S XS U/S XS LENGTH (FT)
A
B
C D
2+50 25+13.11
2513.11 35+63.67
35+63.67 38+60.91 38+60.91
2263.11
1050.56
297.24 494.0943+55
2.5
EXCAVATION LIMIT (FT)
3.5
STONE THICKNESS, EXCAVATION LIIMIT
REQ'D EXCAVATION LIMIT (SEGMENT D)
INVERT EL. 687.01
EXISTING 15" CONCRETE OUTFALL
INVERT EL. 687.01
EXISTING 72" CONCRETE OUTFALL
CREEK CENTER LINE
RAILROAD AND UNDERWOOD
INVERT EL. 689.13
OUTFALL
EXISTING 104" CONCRETE
INVERT EL. 685.45
EXISTING 15" CONCRETE
B-9
11-6M
B-8
B-10
SOUTH BANK: 25'-3 3/8" LONG
NORTH BANK : 21'-10 1/4" LONG
(20 FT SHEET LENGTH)
REQ'D SSP END WALL
D/S 39+90.29
SOUTH BANK: U/S STA 41+71.12
D/S 39+88.2
NORTH BANK: U/S STA 41+71.12
REQ'D SSP WALL
5. SEE SHEET CE501 FOR TERRACE RETURN WALLS AND DETAILS
4. SEE SHEETS CE505 THROUGH CE506 FOR FES DETAILS
GEOTEXTILE FABRIC AT ALL DISCHARGES UNLESS NOTED OTHERWISE. SEE TABLE ON CU101
GRADING. INSTALL AN APRON ENDWALL WITH GRATE ON PIPES, MEDIUM FIELDSTONE WITH
DURING CONSTRUCTION TO THE POINT WHERE THE INVERT OF THE PIPE MATCHES THE PROPOSED
3. EXTEND EXISTING STORM SEWER OUTLET PIPES LISTED ON THE OUTLET TABLE, ENCOUNTERED
2. SEE SHEETS CE304 THROUGH CE309 FOR CROSS SECTIONS.
1. SEE SHEETS CE301 & CE303 FOR TYPICAL SECTION
NOTES:
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
J
U N
C E
R T
IF
IE
D F
IN
A L
J
U N
J
U L
B
C O
E S B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
REQ'D SSP
44+00
TIP ELEV 655.0
C E
A
A C
E
A
CE104
SECTION
REQ'D SSP (TYP)
EL. 678.8
GROUND
EXISTINGGROUND
EXISTING
TO REMAIN
CONCRETE
REINFORCED
THICK
EXISTING 8"
TO REMAIN
CONCRETE
REINFORCED
THICK
EXISTING 8"
TIP ELEV 655.0'
WALL
REQ'D SSP
A U
G
A M
E N
D M
E N
T
G
G
G
G
G
G
G
G
G
G
G
W
STA
+0
STA 39+
STA
+0
STA 4
1+
STA 42+00
STA 43+00
S T
A
STA 45+00
STA
+0
S T
A
39" x 30" MIS x
40+0044+00 43+00 42+00 41+00
CG105
.T .S
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
P
R O
S S
J S
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
J
U L
W
X K -1
-C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
US Army Corps
J S
G L F
E R S
E C
T
IO
N
E C
O S
Y S
T E
M R
E S
T O
R A
T
IO
N U
N D
E R
W O
O D C
R E
SHEET OF
M A
R
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
N
R E
Q U
IR
E D G
R A
D
IN
G P
L A
N
POOL #16
POOL #15
POOL #14
M A T C
H L
IN
E C
G
M A
T C
H L
IN
E C
G
GRADING PLAN
FLOW
C G
.D
G N
W
X K -1
-B -0
40'10'
SCALE:1"=20'
0 20'
GRADING LIMIT
PROPERTY LINE &
GRADING LIMIT
PROPERTY LINE &
REQ'D SSP WALL
REQ'D SSP WALL
665.33
664.94
666.47
2. SEE SHEETS CG201 - CG204 FOR WALL ELEVATIONS
GEOTEXTILE FABRIC AT ALL DISCHARGES UNLESS NOTED OTHERWISE. SEE TABLE ON CU101
GRADING. INSTALL AN APRON ENDWALL WITH GRATE ON PIPES, MEDIUM FIELDSTONE WITH
DURING CONSTRUCTION TO THE POINT WHERE THE INVERT OF THE PIPE MATCHES THE PROPOSED
1. EXTEND EXISTING STORM SEWER OUTLET PIPES LISTED ON THE OUTLET TABLE, ENCOUNTERED
NOTES:
B
C O
E S B
A C
K C
H E
C K
J
U N
S T
A .3
T
O S
T A .6
REQ'D SEGMENTAL RETAINING WALL
J
U N
J
U N
J
U L
C E
R T
IF
IE
D F
IN
A L
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
A U
G
A M
E N
D M
E N
T
S T
A
S T
A
S T
A
S T
A
S T
A
670 670
CG109
.T .S
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
P
R O
S S
J S
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
J
U L
W
X K -1
-C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
US Army Corps
J S
G L F
E R S
E C
T
IO
N
E C
O S
Y S
T E
M R
E S
T O
R A
T
IO
N U
N D
E R
W O
O D C
R E
SHEET OF
M A
R
J
U N
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
GRADING PLAN
R E
Q U
IR
E D G
R A
D
IN
G P
L A
N
POOL #04
POOL #03
POOL #02
M A
T C
H L
IN
E C
G
61.99°
PN
T N
F L
O W
FLOW
C G
.D
G N
W
X K -1
-B -0
40'10'
SCALE:1"=20'
0 20'
POOL #01
GRADING LIMIT
PROPERTY LINE &
3. SEE SHEETS CG201 - CG204 FOR WALL ELEVATIONS
WITHIN THE WALLED ZONE IS EQUAL TO THE PROPERTY LINE.
2. GRADING LIMIT WITHIN THE FLOOD PLAIN IS 5FT FROM THE PROPERTY LINE. WELL GRADING LIMIT
GEOTEXTILE FABRIC AT ALL DISCHARGES UNLESS NOTED OTHERWISE. SEE TABLE ON CU101
GRADING. INSTALL AN APRON ENDWALL WITH GRATE ON PIPES, MEDIUM FIELDSTONE WITH
DURING CONSTRUCTION TO THE POINT WHERE THE INVERT OF THE PIPE MATCHES THE PROPOSED
1. EXTEND EXISTING STORM SEWER OUTLET PIPES LISTED ON THE OUTLET TABLE, ENCOUNTERED
NOTES:
679.90
678.30
676.80
B
C O
E S B
A C
K C
H E
C K
J
U N
S T
A .3
T
O E
O P
J
U N
J
U L
C E
R T
IF
IE
D F
IN
A L
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
A U
G
A M
E N
D M
E N
T
S T
A
S T
A
S T
A
STA
+0
STA 44+00
68068
685685
690 690
0 690
0 690
690 690 6
690690690
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
CE301
P
R O
S S
W M
J S
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
J
U L
U N
D E
R W
O O
D C
R E
B
D L
C V
W
X K -1
-C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
R E
Q U
IR
E D T
Y P
IC
A L S
E C
T
IO
N S
S T
A T
O S
T A
G L F
E R S
E C
T
IO
N
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
SHEET
IDENTIFICATION
D A
T E
A P
P R
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
US Army Corps
SHEET OF
DD
BB
AA
CC
1 2 3 4 51 2 3 4 5
E C
O S
Y S
T E
M R
E S
T O
R A
T
IO
N
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
M A
R
J
U N
W
X K -1
-B -0
B
C O
E S B
A C
K C
H E
C K
J
U N
3.6'15'
64'
.5
.5
.6
68.5'
68.3'
68.7'
RETAINING WALL
REQ'D SEGMENTAL
W/ 1:3 MAX. SLOPE
MATCH EX. GRADE
W/ 1:3 MAX. SLOPE
MATCH EX. GRADE
W/ 1:3 MAX. SLOPE
MATCH EX. GRADE
W/ 1:3 MAX. SLOPE
MATCH EX. GRADE
W/ 1:3 MAX. SLOPE
MATCH EX. GRADE
10.9'
.3
0.75'
RETAINING WALL
REQ'D SEGMENTAL
3.7'
44'
GENERAL NOTES
BE USED FOR CONSTRUCTION PURPOSES
CONCEPTUAL PURPOSES ONLY AND NOT TO
1. BLOCK DIMENSIONS ARE SHOWN FOR
STA. 15+04 TO STA. 15+10
TYPICAL SECTION
RETAINING WALL
STA. 17+15 TO STA. 22+97
TYPICAL SECTION
RETAINING WALL
VARIES (TYP.)
SIZE AND EMBEDMENT
REQ'D 3' - 4' DIA. BOULDERS
STONE REACH LIMITS
REQ'D HANDRAIL
REQ'D HANDRAIL
REQ'D HANDRAIL
REQ'D HANDRAIL
REQ'D HANDRAIL
2'
2'
2'
2'
& RETAINING WALL STRUCTURES
3. SEE SHEETS CG201 - CG204 FOR SSP
STA. 3+30 TO STA. 8+06
TYPICAL SECTION
RETAINING WALL
STA. 8+06 TO STA. 11+95
TYPICAL SECTION
RETAINING WALL
STA. 11+95 TO STA. 15+04
TYPICAL SECTION
RETAINING WALL
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
SEGMENT D/S XS U/S XS LENGTH (FT)
A
B
C D
2+50 25+13.11
2513.11 35+63.67
35+63.67 38+60.91 38+60.91
2263.11
1050.56
297.24 494.0943+55
2.5
EXCAVATION LIMIT (FT)
3.5
STONE THICKNESS, EXCAVATION LIIMIT
REPRESENTATIVE IN THE FIELD.
STONE AND SHALL BE DIRECTED BY THE OWNERS
BETWEEN 1/2 TO 2/3 OF THE VERTICAL DIMENSION OF THE
NATURAL STREAMS. EMBEDDEDNESS SHALL VARY
ACHIEVE A RANDOM CONFIGURATION CONSISTENT WITH
BY THE OWNERS REPRESENTATIVE IN THE FIELD TO
2. 3' - 4' DIA. BOULDERS. PLACEMENT SHALL BE DIRECTED
STA 3+10
SOUTH SIDE BEGINS @
REQ'D SSP RETAINING WALL
STA 3+35
NORTH SIDE BEGINS @
REQ'D SSP RETAINING WALL
REQ'D APPROX. 2.5 FT. STONE LAYER
REQ'D SSP RETAINING WALL
REQ'D APPROX. 2.5 FT. STONE LAYER
REQ'D SSP RETAINING WALL
REQ'D APPROX. 2.5 FT. STONE LAYER
REQ'D APPROX. 2.5 FT. STONE LAYER
REQ'D SSP RETAINING WALL REQ'D SSP RETAINING WALL
REQ'D APPROX. 2.5 FT. STONE LAYER
SCOUR PROTECTION MATTING
SCOUR PROTECTION MATTING
SCOUR PROTECTION MATTING
SCOUR PROTECTION MATTING
SCOUR PROTECTION MATTING
SCOUR PROTECTION MATTING
REQ'D SSP RETAINING WALL
REQ'D SSP RETAINING WALL
MATTING
PROTECTION
SCOUR
10.9'
3.6'15' 10.9'
0.75'
3.7'
44'
VARIES (TYP.)
SIZE AND EMBEDMENT
REQ'D 3' - 4' DIA. BOULDERS
10.9'
3.6'15' 10.9'
0.75'
3.7'
44'
VARIES (TYP.)
SIZE AND EMBEDMENT
REQ'D 3' - 4' DIA. BOULDERS
10.9'
3.6'15' 10.9'
0.75'
3.7'
44'
VARIES (TYP.)
SIZE AND EMBEDMENT
REQ'D 3' - 4' DIA. BOULDERS
10.9'
3.6'15' 10.9'
0.75'
3.7'
44'
VARIES (TYP.)
SIZE AND EMBEDMENT
REQ'D 3' - 4' DIA. BOULDERS
10.9'
1 4
J
U N
J
U L
C E
R T
IF
IE
D F
IN
A L
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
A U
G
A M
E N
D M
E N
T
LEVELING PAD
REQ'D AGGREGATE
LEVELING PAD
REQ'D AGGREGATE
LEVELING PAD
REQ'D AGGREGATE
2 3
C
4 5
A
B
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
CE303
P
R O
S S
W M
J S
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
B
C O
E S R
E V
IE
W
J
U L
U N
D E
R W
O O
D C
R E
V
IR
O N
M E
N T
A L R
E S
T O
R A
T
IO
N
B
C O
E S R
E V
IE
W
B M
D L
C V
W
X K -1
-C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
SHEET
IDENTIFICATION
D A
T E
A P
P R
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
US Army Corps
R E
Q U
IR
E D T
Y P
IC
A L S
E C
T
IO
N S
S T
A T
O S
T A
G L F
E R S
E C
T
IO
N
SHEET OF
M A
R
J
U N
W
X K -1
-B -0
B
C O
E S B
A C
K C
H E
C K
J
U N
19'19'
EL. 683.0'
4:1 4:1
APPROX 3.5 FT STONE LAYER
EL. 678.8
NOT TO SCALE
GROUND
EXISTING
FACE OF LIFT.
LIFT. PLACE STONE ALONG
AFTER CONSTRUCTION FES
NOT TO SCALE
LIFTS & BOULDERS
REQUIRED TYPICAL SECTION
REQUIRED POOL SECTION BETWEEN DROP STRUCTURE AND DOWNSTREAM OF RAILROAD BRIDGE
GROUND
EXISTING
STA. 43+07 TO STA. 43+60
TO BE LINED WITH GROUTED STONE
APPROX 3.5 FT STONE LAYER
REQ'D SSP WALL
STA. 41+67 TO STA. 43+07
REQUIRED TYPICAL SECTION BETWEEN UPSTREAM OF USH 45 AND DROP STUCTURE
NOT TO SCALE
TO REMAIN
CONCRETE
REINFORCED
THICK
EXISTING 8"
TO REMAIN
CONCRETE
REINFORCED
THICK
EXISTING 8"
REPRESENTATIVE IN THE FIELD.
STONE AND SHALL BE DIRECTED BY THE OWNERS
BETWEEN 1/2 TO 2/3 OF THE VERTICAL DIMENSION OF THE
NATURAL STREAMS. EMBEDDEDNESS SHALL VARY
ACHIEVE A RANDOM CONFIGURATION CONSISTENT WITH
BY THE OWNERS REPRESENTATIVE IN THE FIELD TO
REQ'D 3' - 4' DIA. BOULDERS. PLACEMENT SHALL BE DIRECTED
CE506
SEE SHEETS CE505 &
(FES) LIFT
ENCAPSULATED SOIL
REQ'D FABRIC
4:1
4:1 4:1
4:1
VEGETATION
REQUIRED
REQUIRED
VEGETATION
SLOPE V
ARIE
S
GRADE
EXISTING
SHEETS CE505 THROUGH CE507
AND SLOPE AREAS PER DETAILS ON
PLACED ON THESE FLOODPLAIN
TRENCHES AND STAKES TO BE
SURFACE FABRIC, TRANSITION
FABRIC ENCAPSULATED SOIL LIFTS,
STONE LAYER
REQ'D APPROX 3.5 FT
22.3'10.87' 10.87' 17.44'17.44'
VEGETATION
REQUIRED
SHEETS CE505 THOUGH CE507
AND SLOPE AREAS PER DETAILS ON
PLACED ON THESE FLOODPLAIN
TRENCHES AND STAKES TO BE
SURFACE FABRIC, TRANSITION
FABRIC ENCAPSULATED SOIL LIFTS,
GRADE
EXISTINGSLOPE VARIES
SIZE VARIES
EMBEDDED 25%-50%
REQ'D 3'-4' DIA. BOULDERS
J
U N
J
U L
C E
R T
IF
IE
D F
IN
A L
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
TIP ELEV 655.0'TIP ELEV 655.0'
1 1
A U
G
A M
E N
D M
E N
T
050 -50
18+00
-100
700 700
050 -50
21+00
-100
050 -50
20+00
-100
050 -50
19+00
-100
TIER EL. 677.30
TIER EL. 677.30 TIER EL. 677.30
TIER EL. 677.30TIER EL. 677.30
19.7'26.4'
20.7'25.3'
22.2'23.8'
700 700
700 700
700 700
050 -50
22+00
-100
050 -50
23+00
-100
050 -50
24+00
-100
TIER EL. 677.30 TIER EL. 677.30
TIER EL. 677.30
TIER EL. 677.30TIER EL. 677.30
TIER EL. 677.30
23'
23.1'22.9'
23.4'22.7'
700 700
700700
700 700
050 -50
25+00
-100
700 700
23'
REQ'D SSP WALL
REQ'D SSP WALL
REQ'D SSP WALL
REQ'D SSP WALL
REQ'D SSP WALL
REQ'D SSP WALL
REQ'D SSP WALL
REQ'D SSP WALL
REQ'D SSP WALL
REQ'D SSP WALL
REQ'D SSP WALL
REQ'D SSP WALL
REQ'D SSP WALL
REQ'D SSP WALL
CE306
N .T .S
D
2 3
C
4 5
A
B
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
P
R O
S S
J S
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
J
U L
W
X K -1
-C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
US Army Corps
R E
Q U
IR
E D C
H A
N N
E L C
R O
S S S
E C
T
IO
N S
S T
A T
O S
T A
SHEET OF
J S
C E .D
G N
G L F
E R S
E C
T
IO
N
E N
V
IR
O N
M E
N T
A L R
E S
T O
R A
T
IO
N U
N D
E R
W O
O D C
R E
B
C O
E S R
E V
IE
W
B
C O
E S R
E V
IE
W
M A
R
J
U N
W
X K -1
-B -0
LEGEND
& CHANNEL
EXISTING GROUND
& CHANNEL
REQ'D GROUND
EXCAVATION
REQ'D LIMITS OF
1"=10' VERT.
SCALE: 1" = 20' HOR.
EXCAVATION
REQ'D LIMITS OF
EXCAVATION
REQ'D LIMITS OF
EXCAVATION
REQ'D LIMITS OF
EXCAVATION
REQ'D LIMITS OF
EXCAVATION
REQ'D LIMITS OF
EXCAVATION
REQ'D LIMITS OF
EXCAVATION
REQ'D LIMITS OF
EXCAVATION
REQ'D LIMITS OF
MODIFICATION
PROPOSED CHANNEL
FINISHED GRADE OF
MODIFICATION
PROPOSED CHANNEL
FINISHED GRADE OF
MODIFICATION
PROPOSED CHANNEL
FINISHED GRADE OF
MODIFICATION
PROPOSED CHANNEL
FINISHED GRADE OF
MODIFICATION
PROPOSED CHANNEL
FINISHED GRADE OF
SURFACE
EXISTING CHANNEL
SURFACE
EXISTING CHANNEL
SURFACE
EXISTING CHANNEL
SURFACE
EXISTING CHANNEL
SURFACE
EXISTING CHANNEL
SURFACE
EXISTING CHANNEL
SURFACE
EXISTING CHANNEL
SURFACE
EXISTING CHANNEL
TIER EL. 677.41
TIER EL. 677.30
TIER EL. 677.39
TIER EL. 677.30
18.2'27.8'
37.8' 25.8'
TIER EL. 677.30
MODIFICATION POOL #14
PROPOSED CHANNEL
FINISHED GRADE OF
MODIFICATION POOL #13
PROPOSED CHANNEL
FINISHED GRADE OF
MODIFICATION POOL #13
PROPOSED CHANNEL
FINISHED GRADE OF
REQ'D STONE FILL
REQ'D STONE FILL
REQ'D STONE FILL
REQ'D STONE FILL
REQ'D STONE FILL
REQ'D STONE FILL
REQ'D STONE FILL
REQ'D STONE FILL
J
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B
C O
E S B
A C
K C
H E
C K
NOTES:
SSP TIP ELEVATIONS VARY SEE SHEETS CG201-204.4.
SHEETS CG201-204.
WALL HANDRAIL NOT SHOWN FOR CLARITY. SEE 3.
FOR STONE FILL DIMENSIONS, SEE SHEET CE3022.
CROSS SECTIONS CUT LOOKING UPSTREAM.1.
C E
R T
IF
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IN
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C E
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SUGGESTED SEQUENCE FOR PLACEMENT OF FORMS
FIG A.
FIG B.
FIG C.
FIG D.
FIG E.
FIG F.
FIG G.
FIG H.
COMPLETED LENGTH OF FES LIFT
COMPLETED LENGTH OF FES LIFT
COMPLETED LENGTH OF FES LIFT
CONSTRUCTION FORMS
15 FT STAGGERS BETWEEN
PROFILE VIEW LOOKING INTO BANK
ALIGNMENT FOR FIRST FES LIFT.
FIG 1. PLACE A ROW OF CONSTRUCTION FORMS ALONG DESIRED CHANNEL
BEGIN PLACEMENT OF FORMS AND CONSTRUCTION OF SECOND LIFT.
FIG 2. CONSTRUCT FES LIFTS ALONG LENGTH OF FIRST SET OF FORMS AND THEN
FIG 3. STAGGER FABRIC OVERLAPS A MINIMUM OF 15 FT BETWEEN LIFTS.
GENERAL INSTRUCTIONS FOR FABRIC ENCAPSULATED LIFTS
SUB-GRADE
PREPARE LEVEL
EXISTING GROUND
FILLING WITH SOIL
FACE OF FABRIC PRIOR TO
APPLY SEED TO VERTICAL
NON-WOVEN COIR (INNER FABRIC)
FRONT EDGE
LAYERS 6" BACK FROM
STAKE THROUGH BOTH
WOVEN COIR (OUTER FABRIC)
FILL WITH TOPSOIL
FABRIC OVER SOIL
FOLD BOTH INNER AND OUTER
FROM LIFT TOE IF THIS IS TOP LIFT
FRONT OF NEXT LIFT, OR 2' (IF 2:1)
PLACE FIRST STAKE IMMEDIATELY IN
FABRIC PRIOR TO FILLING WITH SOIL
APPLY SEED TO VERTICAL FACE OF
AS TO ACHIEVE REQUIRED FINAL SLOPE
PLACE SECOND CONSTRUCTION FORM SO
FILL WITH TOPSOIL
FABRIC OVER SOIL
FOLD BOTH INNER AND OUTER
INSTALLATION
FLATTEN STREAM SIDE OF
PRIOR TO FLATTENING LIFT
REMOVE CONSTRUCTION FORM
EXISTING TOP OF BANK
STONE TOE
PROPOSED GRADE
NATIVE MATERIAL
ELEV. 670
ELEV. 666
FILTER FABRIC
ELEV. 660
SHEET CE507
SEE FABRIC STAKING AND TRENCHING
PLACE STAPLES ON 18" CENTERS.
TRENCHING SHEET CE507
TRENCH. SEE FABRIC STAKING AND
STAKE OUTER FABRIC IN TERMINATION
TRENCHING SHEET CE507
CENTERS. SEE FABRIC STAKING AND
STAKE FABRICS IN PLACE ON 3 FT
SEE DETAIL 8 ON SHEET CE507
CONSTRUCTION FORM
CE506
N .T .S
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IDENTIFICATION
SHEET
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SHEET
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US Army Corps
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BANK SIDE STREAM SIDE
3 FT EMBEDMENT
1 FT NON-WOVEN FABRIC
WILL NOT BE COVERED BY THE NEXT LIFT
APPLY SEED TO PORTION OF SOIL THAT
AND HORIZONTAL AREAS OF LIFT
APPLY SEED TO EXPOSED VERTICAL
3 FT EMBEDMENT
3 FT
BE STEEPER THAN 2:1
(SEE SHEETS CE505, CE506 & CE507). SLOPE SHALL NOT
FABRIC ENCAPSULATED SOIL LIFTS
FES LIFT THICKNESS IS 1.33 FT PER LIFT. 12.
ALREADY BEEN PLACED.
ON 18" CENTERS EXCEPT WHERE WOODEN STAKES HAVE
SUPPLEMENT LIFT STAKING WITH ADDITIONAL WOODEN STAPLES11.
APPLY NATIVE SEED MIX TO KEY TRENCH AREA.
APPLY TOPSOIL TO SMOOTHLY MERGE WITH EXISTING CONTOURS.
BACKFILL THE KEY TRENCH WITH TOPSOIL AND CONTINUE TO10.
FABRIC IN THE KEY TRENCH WITH WOODEN STAKES, 3 FT O.C.
DEEP ALONG THE EDGE OF THE OUTER FABRIC LAYER, PARALLEL TO THE FORMS. SEED ENTIRE AREA OF TOP LIFT. SECURE
WHERE THE TOP OF THE LIFT MEETS THE GROUND SURFACE, EXCAVATE A KEY TRENCH 1.5 FEET WIDE AND 1 FOOT 9.
END OF THE NEWLY CONSTRUCTED LIFT (FIG. 2).
REMOVE THE FORMS FROM THE FRONT OF THE COMPLETED LIFTS (FIG. 2). LEAVE THE LAST FORM IN PLACE AT THE 8.
UNDISTURBED SOIL.
TIGHTLY TO REMOVE WRINKLES (FIG D). SECURE WITH WOODEN STAKES 1 PER 3 L.F. ALONG THE BACK EDGE AND INTO
FOLD THE LOOSE ENDS OF THE TWO COIR FABRIC LAYERS BACK OVER THE COMPACTED FILL MATERIAL AND STRETCH 7.
APPLY NATIVE SEED MIX TO TOP OF FILL FROM THE FRONT OF THE LIFT TO 3 FT BACK FROM FRONT OF THE LIFT (FIG C).6.
FABRIC ON THE BANK SIDE OF THE FORMS. LEVEL THE FILL AND COMPACT TO 85-90 PERCENT RELATIVE COMPACTION (FIG C).
APPLY NATIVE SEED MIX TO INNER FABRIC ALONG VERTICAL EDGE OF LIFT (FIG C). PLACE SPECIFIED FILL OVER THE 5.
FABRICS. STRETCH AND PULL THE FABRIC LAYERS TO REMOVE WRINKLES.
REMAINDER OF THE FABRIC OVER THE TOP OF THE FORMS ON THE STREAM SIDE AND ALIGN THE LONG EDGES OF THE FOOT OF THE INNER FABRIC EXTENDS AS AN EMBEDMENT LENGTH ON THE BANK SIDE OF THE FORMS (FIG C). DRAPE THE
UNROLL THE INNER FABRIC OVER THE TOP OF THE WOVEN COIR FABRIC (FIG B) AND POSITION IT SO THAT AT LEAST 1 4.
FORM FOR OVERLAP. DRAPE THE REMAINDER OF THE FABRIC OVER THE TOP OF THE FORMS ON THE STREAM SIDE (FIG B).
FOR EMBEDMENT ON THE BANK SIDE OF THE FORMS (FIG B), AND A MINIMUM 3 FEET EXTENDS LENGTHWISE BEYOND THE LAST
UNROLL THE OUTER FABRIC PARALLEL TO THE LONG AXIS OF THE CHANNEL AND POSITION IT SO THAT 3 FEET EXTENDS 3.
BANK ALIGNMENT. BUTT THE ENDS OF THE FORMS TIGHTLY TOGETHER.
PLACE A SERIES OF THREE OR MORE FORMS ON THE GROUND SO THAT THE FORMS FOLLOW THE PROPOSED STREAM 2.
OVERLAPPED IN THE PROPER DIRECTION.
BANKS MAY BE CONSTRUCTED IN EITHER AN UPSTREAM OR DOWNSTREAM DIRECTION, AS LONG AS THE FABRIC IS 1.
NOT TO SCALE
NOT TO SCALE
MULTIPLE FES LIFTS CONSTRUCTION SEQUENCE
TYPICAL DETAIL
PROPOSED DOWNSTREAM BANK TREATMENT
TYPICAL SECTION (STA. 2+50 TO STA. 3+00)
| 16CE102_Amd0001-Model-000 |
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| 33CE303_Amd0001-Default-000 |
| 36CE306_Amd0001-Default-000 |
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