W912BU22B0003_Dwgs-AM2.pdf
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- W912BU22B0003 - The General Edgar Dam Modification Poject formerly W912BU21B0012 Dam Modification
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- W912BU21B0012
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LIMITS OF 1970'S GROUTING
(SEE DETAIL 1/C-301)
UPSTREAM BERM
WETLAND
LIMIT (TYP)
WETLAND
LIMIT
DOWNSTREAM
BERM
EXISTING DAM RIPRAP
LIMIT OF TOP
OF DAM (TYP)
EXISTING DAM RIPRAP
USGS GAGE SHED
(TO BE REMOVED)
E
X
I S
T
I N
G
C
O
N
C
R
E
T
E
W
I R
EXIST. GROUT
WASHOUT
EXIST. BOOM
ANCHOR PAD
(TO REMAIN)
℄ CREST OF DAM
D
Y
B
E
R
R
Y
E
E
K
S
P
I L
L
W
A
Y
EXISTING CONCRETE
CONDUIT THROUGH DAM
C
O
N
T
R
A
C
T
A
C
E
S
X
I
S
T
I
A
V
L
A
D
C
O
N
T
R
A
C
T
C
E
X
I S
T
I
A
V
A
D
EXISTING USGS
PIPE OUTLET
(TO REMAIN)
EXISTING USGS
PIPE OUTLET
(TO REMAIN)
EXIST. USGS
PIPE OUTLET
(TO REMAIN)
118119
126127
D
M
D
CONTRACTOR
WORK LIMIT
(TYP)
STAGING AREA
LIMIT (TYP)
LIMIT OF
DISTURBANCE
(TYP)
EDGE OF LINER
SYSTEM (TYP)
EDGE OF LINER
SYSTEM (TYP)
C
O
N
T
R
A
C
T
C
E
X
I S
T
I
A
V
A
D
APPROX. LIMITS OF
TEMPORARY STREAM
CROSSING
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
U M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
P
F
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
D A
N G
M G
A D
D A
D D
P H
I L A
D E
L P
H I A
A D
D
N
O V
A D
D E
D
S
T O
C K
P I L
E
A
R E
A
M
O D
I F
I E
D
C
T
E
A M
-W
B U
B
C
R
V E
Y
A
N
S T
R U
C T
I O
N
C
O N
T R
O L d w g
D A
M
S
A F
E T
Y
M
O D
I F
I C
A T
I O
N
S U
R V
N
S T
R U
C T
I O
N
C
O N
T R
O L
D A
M
S
A F
E T
Y
M
O D
I F
I C
A T
I O
N
G E
N E
R A
L
E
D G
J
D W
I
M
D Y
B E
R R
Y
C
R E
E K
H O
N E
S D
A L
E
P
E N
N S
Y L
V A
N I A
C-002
PHILADELPHIA
NOTES:
1. CWL POINTS 130-163, 170-172 ,177-211 AND STOCKPILE AREA POINTS 79-81 ARE NOT SHOWN ON PLAN.
SEE GENERAL PLAN SHEET C-101 FOR GRAPHICAL LOCATION.
2. CWL, LOD, STAGING AREA AND LINER LIMITS POINT TABLES ARE SHOWN ON SHEET C-003.
3. SEE SPECIFICATIONS FOR BENCHMARK DESCRIPTION SHEETS.
4. SEE SHEET C-104 FOR PIEZOMETER PLAN AND TABLE OF WORK.
NORTH
PLAN
SURVEY AND CONSTRUCTION CONTROL PLAN
SURVEY AND CONSTRUCTION CONTROL PLAN
NORTH
PLAN
a a
LINER
COORDINATES
POINT #
NORTHING
536362.76
536377.72
536438.56
536544.29
536569.22
536594.16
536629.06
536818.57
536847.51
536658.01
536623.10
536598.16
536573.23
536467.51
536406.67
536391.71
EASTING
2647457.30
2647456.22
2647451.80
2647444.13
2647442.33
2647440.52
2647437.98
2647424.24
2647823.19
2647836.94
2647839.47
2647841.28
2647843.09
2647850.76
2647855.17
2647856.25
LIMIT OF DISTURBANCE
(LOD) COORDINATES
POINT #
NORTHING
536574.89
536624.18
536864.78
536832.05
536593.07
536542.62
536377.06
536362.98
536353.03
536338.89
536371.09
536393.51
536403.42
536409.33
EASTING
2647866.03
2647854.43
2647836.97
2647408.22
2647425.56
2647421.19
2647433.21
2647377.08
2647378.43
2647436.17
2647881.01
2647936.36
2647935.61
2647878.04
CONTRACTOR STAGING
AREA COORDINATES
POINT #
NORTHING
536575.50
536591.96
536836.43
536870.38
536618.30
536626.36
536658.57
536837.11
536905.94
536911.96
536866.56
536445.92
536478.33
536509.89
536501.36
536443.85
536435.32
536440.08
536422.89
536445.32
536602.61
536873.92
536877.42
536777.77
536717.33
536484.29
536456.27
536048.08
535919.05
535940.07
536055.43
536116.84
536221.80
536198.06
536181.71
536154.11
535912.05
535997.87
535992.35
535830.31
535728.15
535796.91
535899.61
EASTING
2647209.17
2647416.03
2647399.87
2647844.59
2647862.88
2647967.51
2648055.40
2648147.59
2648083.24
2647929.50
2647334.79
2648513.58
2648511.30
2648483.99
2648438.18
2648353.80
2648388.37
2648499.59
2648677.74
2648685.79
2648658.33
2648582.72
2648554.71
2648511.92
2648477.51
2648576.31
2648575.08
2647401.23
2647459.70
2647485.55
2647480.14
2648139.32
2648097.75
2647804.20
2647649.75
2647353.18
2648203.85
2648132.12
2648044.22
2648075.46
2648026.64
2648117.64
2648222.89
CONTRACTOR WORK LIMIT
(CWL) COORDINATES
POINT #
NORTHING
536619.23
536621.66
536655.64
536801.81
536872.83
536817.57
536812.79
536937.58
536960.07
536896.92
536805.56
536685.69
536642.52
536514.83
536491.10
536469.09
536512.07
536503.24
536445.84
536445.84
536416.90
536398.05
536419.70
536389.56
536367.15
536334.85
536349.00
536332.54
536294.91
536042.98
535831.39
535681.74
535482.05
535402.97
535294.03
535151.87
535028.21
534878.79
534772.63
534688.40
534593.56
534573.71
534542.87
534449.95
534286.03
EASTING
2647940.01
2647969.23
2648060.65
2648136.12
2648222.61
2648301.89
2648336.53
2648264.42
2648282.52
2648480.73
2648499.58
2648439.90
2648441.97
2648523.28
2648528.31
2648521.83
2648484.75
2648437.38
2648353.56
2648353.56
2647954.69
2648444.34
2648352.61
2647937.28
2647881.92
2647435.83
2647378.09
2647151.27
2647125.47
2647196.79
2647206.86
2647194.83
2647211.62
2647207.96
2647152.48
2647067.29
2646998.01
2646928.71
2646866.65
2646758.67
2646448.99
2646420.20
2646391.15
2646343.20
2646641.54
CONTRACTOR WORK LIMIT
(CWL) COORDINATES
POINT #
NORTHING
534213.35
534139.66
534057.24
533901.08
533649.96
533623.42
533652.00
533892.93
534133.71
534219.08
534396.53
534443.96
534523.14
534736.28
534928.51
535110.04
535298.86
535543.54
535667.82
535891.55
536158.06
536228.72
536136.03
536098.72
535908.66
535793.11
535711.29
535830.99
536002.72
535941.56
535944.31
535876.72
535578.56
535297.37
535090.80
534937.30
534731.28
534518.49
534438.75
534391.75
534238.29
534129.55
533888.19
533611.90
533540.82
EASTING
2646714.23
2646892.70
2646969.07
2646995.10
2647084.69
2647102.65
2647126.17
2647191.84
2647250.27
2647267.90
2647288.59
2647301.78
2647324.94
2647370.17
2647434.40
2647476.19
2647492.05
2647510.02
2647500.43
2647465.02
2647347.01
2648101.20
2648137.55
2648226.17
2648264.14
2648120.91
2648012.61
2648070.24
2648037.13
2647712.29
2647548.64
2647494.29
2647531.65
2647510.99
2647493.70
2647457.50
2647388.53
2647343.38
2647320.05
2647306.98
2647291.26
2647268.81
2647210.24
2647136.25
2647138.74
CONTRACTOR WORK LIMIT
(CWL) COORDINATES
POINT #
NORTHING
533532.03
533640.82
533895.10
534025.63
534083.75
534132.90
534188.21
534266.55
534441.98
534441.98
534556.86
534592.03
534615.42
534720.62
534804.95
535039.14
535163.91
535391.03
535481.53
535681.33
535740.21
535832.02
536020.97
536303.30
536355.31
536373.48
536581.13
536569.53
536782.74
536875.51
536920.97
536915.47
537007.28
537195.92
537195.19
536875.74
536603.08
536445.15
536420.38
536454.84
536483.93
536633.87
536625.15
536500.14
536426.68
EASTING
2647121.90
2647063.54
2646971.79
2646950.25
2646913.34
2646847.59
2646705.71
2646627.25
2646312.16
2646312.16
2646371.36
2646404.48
2646438.42
2646760.95
2646857.75
2646976.62
2647046.53
2647174.95
2647187.57
2647170.79
2647173.41
2647182.80
2647173.79
2647097.97
2647105.74
2647356.26
2647341.20
2647196.80
2647276.82
2647333.78
2647929.24
2648069.68
2648181.50
2648371.00
2648454.57
2648584.30
2648660.28
2648687.85
2648678.97
2648573.01
2648574.29
2648510.72
2648485.98
2648552.69
2648549.37
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
-D A
N G
M G
A D
D A
D D
P H
I L A
D E
L P
H I A
A D
D
N
O V
A D
D E
D
C
O N
T R
A C
T O
R
S
T A
G I N
G
A
R E
A
C
O O
R D
I N
A T
A
D
I F
I E
D
P
O I N
A M
-W
B U
B
C O
N S
T R
U C
T I O
N
C
O N
T R
B
L E
S d w g
D A
M
S
A F
E T
Y
M
O D
I F
I C
A T
I O
N
C O
N S
T R
U C
T I O
N
C
O N
T R
B
L E
S
D A
M
S
A F
E T
Y
M
O D
I F
I C
A T
I O
N
G E
N E
R A
L
E
D G
D W
M
D Y
B E
R R
Y
C
R E
E K
H O
N E
S D
A L
E
P
E N
N S
Y L
V A
N I A
C-003
PHILADELPHIA
a
ORIGINAL
DIVERSION
CHANNEL
(BURIED) SEE
NOTE 1
14+69.39
0+00
1+
2+
3+
4+00
5+00
6+00
7+00
8+00
9+
10+00
11+
12+00
13+00
14+00
LIMITS OF 1970'S
GROUTING
(SEE DETAIL 1/C-301)
UPSTREAM
BERM
WETLAND
LIMITS
(TYP)
WETLAND
LIMIT (TYP)
WETLAND
LIMIT
DOWNSTREAM
BERM
EXISTING
DAM
RIPRAP
LIMIT OF TOP
OF DAM (TYP)
EXISTING
DAM
RIPRAP
USGS GAGE SHED
(TO BE REMOVED)
EXISTING
CONCRETE
WEIR
EXIST.
GROUT
WASHOUT
EXIST. BOOM
ANCHOR PAD
(TO REMAIN)
ORIGINAL
DIVERSION
CHANNEL
ROCK BERM
(BURIED)
SEE NOTE 1
℄ CREST OF DAM
D
H A
N C
O C
K H
W Y
. 1
D
Y
B
E
R
E
E
K
D
Y
B
E
R
E
E
K
S
P
I L
L
W
A
Y
D
C
E
A
D
EXISTING CONCRETE
CONDUIT THROUGH DAM
C
O
N
T
R
A
C
T
C
E
S
S
E
X
I S
T
I
A
V
A
D
CONTRACTOR ACCESS
(EXISTING GRAVEL ROAD)
CONTRACTOR ACCESS (EXISTING PAVED ROAD, POOR CONDITION)
M
I
L
L
S H
E E
T
C
E
S
118119
D
ES102
CONTRACTOR ACCESS
(EXISTING GRAVEL ROAD)
CONTRACTOR ACCESS (EXISTING
PAVED ROAD, FAIR CONDITION)
CONTRACTOR
WORK LIMIT (TYP)
GATE
GATE
C O
N T
R A
C T
C
E S
S
E
X I S
T I N
G
G
R A
V E
L
R
O A
D
E S
I N
S E
T
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
D A
N G
M G
A D
D A
D D
P H
I L A
D E
L P
H I A
A D
D
N
O V
A D
D E
D
S
T O
C K
P I L
E
A
R E
A
A
D
I F
I E
D
C
W L
A M
-W
B U
B
G E
N E
R A
L
P
L A
N d w g
G E
N E
R A
L
P
L A
N
D A
M
S
A F
E T
Y
M
O D
I F
I C
A T
I O
N
G E
N E
R A
L
E
D G
D W
M
D Y
B E
R R
Y
C
R E
E K
H O
N E
S D
A L
E
P
E N
N S
Y L
V A
N I A
C-101
PHILADELPHIA
GENERAL PLAN
GENERAL PLAN
NORTH
PLAN
NOTES:
1. FOR GENERAL INFORMATION SEE SHEET C-001.
2. FOR SURVEY AND CONSTRUCTIONS POINT LOCATIONS SEE SHEET C-002 AND C-003.
3. ACCESS TO THE SITE IS OFF OF MILLER DRIVE, A PAVED STATE ROUTE. THE UPPER AND LOWER
ACCESS ROADS ARE GATED. THE UPPER ACCESS ROAD IS GRAVEL. THE LOWER ACCESS ROAD IS
ASPHALT-PAVED. THE SECTION OF THE LOWER ACCESS ROAD THAT IS INDICATED AS POOR
CONDITION SHALL BE MAINTAINED PER SPEC SECTION 31 00 00 AS IF IT IS UNPAVED (I.E. GRAVEL), WHILE THE SECTION THAT IS INDICATED AS FAIR CONDITION SHALL BE MAINTAINED AS SPECIFIED
FOR PAVED AREAS.
ORIGINAL DIVERSION CHANNEL
(BURIED) SEE NOTE 1
LIMITS OF 1970'S GROUTING
(SEE DETAIL 1/C-301)
UPSTREAM BERM
WETLAND
LIMIT (TYP)
WETLAND
LIMIT
DOWNSTREAM
BERM
EXISTING DAM RIPRAP
LIMIT OF TOP
OF DAM (TYP)
EXISTING DAM RIPRAP
USGS GAGE SHED
(TO BE REMOVED)
E
X
I S
T
I
N
C
R
E
I R
EXIST. GROUT
WASHOUT
EXIST. BOOM
ANCHOR PAD
(TO REMAIN)
ORIGINAL DIVERSION
CHANNEL ROCK BERM
(BURIED) SEE NOTE 1
℄ CREST OF DAM
D
Y
B
E
R
E
E
K
S
P
I L
L
W
A
Y
EXISTING CONCRETE
CONDUIT THROUGH DAM
C
O
N
T
R
A
C
T
C
E
X
I
S
T
I
A
V
A
D
C
O
N
T
R
A
C
T
C
E
X
I S
T
I
A
V
A
D
EXISTING USGS
PIPE OUTLET
(TO REMAIN)
EXISTING USGS
PIPE OUTLET
(TO REMAIN)
EXIST. USGS
PIPE OUTLET
(TO REMAIN)
118119
126127
D
CONTRACTOR
WORK LIMIT
(TYP)
LIMIT OF
DISTURBANCE
(TYP)
C
O
N
T
R
A
C
T
C
E
X
I S
T
I
A
V
A
D
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
D A
N G
M G
A D
D A
D D
P H
I L A
D E
L P
H I A
A D
D
N
O V
M O
D I F
I E
D
C
W L
A M
-W
B U
B
E X
I S
T I N
G
C
O N
D I T
I O
N S d w g
D A
M
S
A F
E T
Y
M
O D
I F
I C
A T
I O
N
E X
I S
T I N
G
C
O N
D I T
I O
N S
D A
M
S
A F
E T
Y
M
O D
I F
I C
A T
I O
N
G E
N E
R A
L
E
D G
D W
M
D Y
B E
R R
Y
C
R E
E K
H O
N E
S D
A L
E
P
E N
N S
Y L
V A
N I A
C-102
PHILADELPHIA
EXISTING CONDITIONS PLAN
EXISTING CONDITIONS PLAN
NORTH
PLAN
C-301
NORTH
PLAN
NOTES:
1. EXTENT AND LOCATION OF ORIGINAL DIVERSION CHANNEL AND ROCK BERM IS APPROXIMATE. IT IS UNKNOWN IF THE ORIGINAL
DIVERSION CHANNEL AND ROCK BERM WAS COMPLETELY REMOVED OR BURIED IN PLACE. FOR BIDDING PUPOSES, ASSUME
THAT THE ROCK BERM WILL NOT BE ENCOUNTERED ON THE UPSTREAM BERM. THE ORIGINAL CHANNEL MAY BE ENCOUNTERED
AT THE NORTHERN EDGE OF THE BERM. EXCAVATION AT THIS LOCATION IS TO BE CATEGORIZED AS "COMMON EXCAVATION"
AS DEFINED IN THE SPECIFICATIONS.
400'
M
E
A
R
A
N
C
E
M
E
A
R
A
N
C
E
23'
23'
100'
100'
LIMITS OF 1970'S GROUTING
(SEE DETAIL 1/C-301)
UPSTREAM BERM
WETLAND
LIMIT (TYP)
WETLAND
LIMIT
DOWNSTREAM
BERM
EXISTING DAM RIPRAP
LIMIT OF TOP
OF DAM (TYP)
EXISTING DAM RIPRAP
USGS GAGE SHED
(TO BE REMOVED)
E
X
I S
T
I
N
C
R
E
I R
EXIST. GROUT
WASHOUT
EXIST. BOOM
ANCHOR PAD
(TO REMAIN)
℄ CREST OF DAM
D
Y
B
E
R
E
E
K
S
P
I L
L
W
A
Y
EXISTING CONCRETE
CONDUIT THROUGH DAM
LIMIT OF RIPRAP
REPLACEMENT
C
O
N
T
R
A
C
T
C
E
X
I
S
T
I
A
V
A
D
UP STREAM STAGING/
STOCKPILING AREA
STAGING AREA
MOVABLE
EQUIPMENT
ONLY
C
O
N
T
R
A
C
T
C
E
X
I S
T
I
A
V
A
D
T E
M P
O R
A R
Y H
A U
L R
O A
D
UPSTREAM EDGE
OF LINER SYSTEM
APPROX. LIMITS OF
TEMPORARY STREAM
CROSSING
STAGING AREA
FOR FACILITIES
DOWN STREAM STAGING/ STOCKPILING AREA/ EXCESS MATERIAL DISPOSAL AREA
SIDE ANCHOR
TRENCH (TYP)
UPSTREAM
BERM ANCHOR
TRENCH (TYP)
TRANSITION HIGHLY
TEXTURED GM TO
TEXTURED GM
LIMIT OF LINER
EXIT DRAIN
15'
15'
LIMIT OF
GEOGRID
CONC. ANCHOR TRENCH
SUBGRADE
SLOPE
BREAK
EXISTING USGS
PIPE OUTLET
(TO REMAIN)
EXISTING USGS
PIPE OUTLET
(TO REMAIN)
EXIST. USGS
PIPE OUTLET
(TO REMAIN)
118119
126127
D
CONTRACTOR
WORK LIMIT
(TYP)
STAGING AREA
LIMIT (TYP)
LIMIT OF
DISTURBANCE
(TYP)
EDGE OF LINER
SYSTEM (TYP)
EDGE OF LINER
SYSTEM (TYP)
C
O
N
T
R
A
C
T
C
E
X
I S
T
I
A
V
A
D
STOCKPILING AREA/
EXCESS MATERIAL
DISPOSAL AREA
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
D A
N G
M G
A D
D A
D D
P H
I L A
D E
L P
H I A
A D
D
N
O V
A D
D E
D
S
T A
K
L
E
A
R E
A
A
D
I F
I E
D
C
W L
A M
-W
B U
B
C
D
I F
I C
A T
I O
N
P
L A
N d w g
D A
M
S
A F
E T
Y
M
O D
I F
I C
A T
I O
N
M O
D I F
I C
A T
I O
N
P
L A
N
D A
M
S
A F
E T
Y
M
O D
I F
I C
A T
I O
N
G E
N E
R A
L
E
D G
D W
M
D Y
B E
R R
Y
C
R E
E K
H O
N E
S D
A L
E
P
E N
N S
Y L
V A
N I A
C-103
PHILADELPHIA
UPSTREAM DAM MODIFICATION PLAN
UPSTREAM DAM MODIFICATION PLAN
NORTH
PLAN
NOTES:
1. SEE SPECIFICATIONS FOR TEMPORARY STREAM CROSSING REQUIREMENTS.
2. SEE SPECIFICATIONS FOR USGS GAGE SHED AND PIPE, SEE DETAIL 3/C-502
3. SEE SHEET C-003 AND SECTION 2/C-301 FOR LINER LOCATION COORDINATES AND ELEVATIONS.
NORTH
PLAN
C-301
C-302
C-302
C-302
C-302
C-302
400'
M
E
A
R
A
N
C
E
M
E
A
R
A
N
C
E
23'
23'
100'
100'
LIMITS OF 1970'S GROUTING
(SEE DETAIL 1/C-301)
UPSTREAM BERM
WETLAND
LIMIT (TYP)
WETLAND
LIMIT
DOWNSTREAM
BERM
EXISTING DAM RIPRAP
LIMIT OF TOP
OF DAM (TYP)
EXISTING DAM RIPRAP
USGS GAGE SHED
(TO BE REMOVED)
E
X
I S
T
I
N
C
R
E
I R
EXIST. GROUT
WASHOUT
EXIST. BOOM
ANCHOR PAD
(TO REMAIN)
℄ CREST OF DAM
D
Y
B
E
R
E
E
K
S
P
I L
L
W
A
Y
EXISTING CONCRETE
CONDUIT THROUGH DAM
LIMIT OF RIPRAP
REPLACEMENT
C
O
N
T
R
A
C
T
C
E
X
I
S
T
I
A
V
A
D
UP STREAM STAGING/
STOCKPILING AREA
STAGING AREA
MOVABLE
EQUIPMENT
ONLY
C
O
N
T
R
A
C
T
C
E
X
I S
T
I
A
V
A
D
T E
M P
O R
A R
Y H
A U
L R
O A
D
UPSTREAM EDGE
OF LINER SYSTEM
APPROX. LIMITS OF
TEMPORARY STREAM
CROSSING
STAGING AREA
FOR FACILITIES
DOWN STREAM STAGING/ STOCKPILING AREA/ EXCESS MATERIAL DISPOSAL AREA
SIDE ANCHOR
TRENCH (TYP)
UPSTREAM
BERM ANCHOR
TRENCH (TYP)
TRANSITION HIGHLY
TEXTURED GM TO
TEXTURED GM
LIMIT OF LINER
EXIT DRAIN
15'
15'
LIMIT OF
GEOGRID
CONC. ANCHOR TRENCH
SUBGRADE
SLOPE
BREAK
EXISTING USGS
PIPE OUTLET
(TO REMAIN)
EXISTING USGS
PIPE OUTLET
(TO REMAIN)
EXIST. USGS
PIPE OUTLET
(TO REMAIN)
118119
126127
D
CONTRACTOR
WORK LIMIT
(TYP)
STAGING AREA
LIMIT (TYP)
LIMIT OF
DISTURBANCE
(TYP)
EDGE OF LINER
SYSTEM (TYP)
EDGE OF LINER
SYSTEM (TYP)
C
O
N
T
R
A
C
T
C
E
X
I S
T
I
A
V
A
D
STOCKPILING AREA/
EXCESS MATERIAL
DISPOSAL AREA
S
F
S
F
S
F
S F
S F
S F
S F
S F
S F
S F
SF
SF
S F
S F
S F
S F
S F
S F
S F
S
F
S
F
SEDIMENT BARRIER (TYP)
(SEE NOTE 2)
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
D A
N G
M G
C T
L A
D D
P H
I L A
D E
L P
H I A
A D
D
N
O V
A D
D E
D
S
T O
K
L
E
A
R E
A
E
X T
E N
D E
D
S
E D
I M
E N
T
B
A R
R I E
R
A
D
I F
I E
D
C
W L
A M
-W
B U
B
E R
O S
I O
N
A
D
I M
E N
T
C
O N
T R
A
N d w g
D A
M
S
A F
E T
Y
M
O D
I F
I C
A T
I O
N
E R
O S
I O
N
A
D
I M
E N
T
C
O N
T R
A
N
D A
M
S
A F
E T
Y
M
O D
I F
I C
A T
I O
N
G E
N E
R A
L
E
D G
D W
M
D Y
B E
R R
Y
C
R E
E K
H O
N E
S D
A L
E
P
E N
N S
Y L
V A
N I A
CE101
PHILADELPHIA
EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL PLAN
NOTES:
1. FOR SEEDING REQUIREMENTS, REFER TO THE CONTRACT SPECIFICATIONS.
2. SEDIMENT BARRIER OPTIONS MAY BE FOUND ON SHEETS CE501 THROUGH CE503.
NORTH
PLAN
MATCHLINE MATCHLINE
RE: CE102 RE: CE102
a a
MATCHLINE MATCHLINE
RE: CE101 INSET RE: CE101 INSET
MATCHLINE MATCHLINE
RE: CE101 RE: CE101
| Sheets and Views |
| C-002 SURVEY AND CONSTRUCTION CONTROL |
| MODIFICATION PLAN |
| C-003 CONSTRUCTION CONTROL TABLES |
| TABLE 1 |
| TABLE 2 |
| TABLE 3 |
| TABLE 4 |
| C-101 GENERAL PLAN |
| GENERAL PLAN |
| C-102 EXISTING CONDITIONS |
| MODIFICATION PLAN |
| C-103 MODIFICATION PLAN |
| MODIFICATION PLAN |
| CE101 EROSION AND SEDIMENT CONTROL PLAN |
| EROSION AND SEDIMENT CONTROL PLAN |
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