28 march 2003 - lrp.usace.army.mil design plans.pdf · 18-28). 3.each restoration work area may be...
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JOB NO.
ISSUED FOR:
PERMIT
RECORD
CONSTRUCTION
BID
REV.
DAT
ED
ESC
RIP
TIO
N
2019330
Stru
ther
s D
am R
emov
alSt
ruth
ers,
OH
-
-
-
-
520 South Main StreetAkron, OH 44311
330.572.2100 Fax 330.572.2101
SHEET NO:
SHEET:
0
400
200
1001"=200'
Horizontal Scale inFeet
1
2
C-204
SHEET 8/29
SWPP
PLA
NST
AGIN
G A
ND
AC
CES
S
12
BMP 4
POTENTIAL SITE ACCESS ROUTE.15' WIDE TEMPORARY ACCESSDRIVE WITH CONSTRUCTIONENTRANCE.
POTENTIAL SITEACCESS ROUTE
EXISTING SUBMERGEDWOODEN STRUCTURE(TO BE REMOVED)
EXISTING DAM (TOBE REMOVED)
BMP 2BMP 5BMP 7
BMP 1BMP 2BMP 6
BMP 3
500
501
502
503
504505
506507 508 509 510 511 512 513 514 515 516 517
STA
500+
00
DESI
GN S
PEED
0 mi
/h
501+
00
503+
00
504+
50
513+
75
515+
00
516+
50
518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 53551
9+50
521+
00
528+
75
531+
50
532+
50
JOB NO.
ISSUED FOR:
PERMIT
RECORD
CONSTRUCTION
BID
REV.
DAT
ED
ESC
RIP
TIO
N
2019330
Stru
ther
s D
am R
emov
alSt
ruth
ers,
OH
-
-
-
-
520 South Main StreetAkron, OH 44311
330.572.2100 Fax 330.572.2101
SHEET NO:
SHEET: C-206
SHEET 10/29
SWPP
P D
RED
GE
PLAN
MATC
H LIN
E ST
A. 51
7+50
GENERAL DREDGE ACTIVITY SEQUENCE1. REMOVE WOODY DEBRIS LOG JAM AT DAM SITE.2. IMPLEMENT WATER MANAGEMENT PLAN /
DEWATERING TRENCH PER SHEET 9.3. DREDGE SELECTED LOCATIONS IN ORDER OF
PRIORITY ZONE # 1-4. MORE OR LESS SEDIMENTMAY BE DREDGED BASED ON ACTUAL SITECONDITIONS AND AVAILABLE BUDGET. NOTE,SEDIMENT AREAS SHOWN OUTSIDE OF PRIORITYDREDGE ZONES HAS BEEN DEEMED TO REMAINBASED ON THE SEDIMENT SAMPLING STUDY.
4. UTILIZE SILT CURTAIN AND/OR OIL BOOM ASNEEDED ADJACENT TO THE DREDGE OPERATION.
5. DREDGE DEPTHS PER CROSS-SECTIONS ONSHEETS 11-13.
6. UTILIZE DEFINED UPLAND AREA(S) FOR DREDGESPOIL PLACEMENT PER SHEET 14.
SEDIMENT: -0.5' TO -1.99'
SEDIMENT: -2.00' TO -3.99'
LEGEND
SEDIMENT: -4.00' TO -9.00'
ENVIROSCIENCE FIELD SAMPLELOCATION AND IDENTIFICATIONNUMBER
#
MATC
H LIN
E ST
A. 51
7+50
PROP. B/L CONST.
PROP. B/L CONST.
CONTAMINATED SEDIMENT,PRIORITY SEDIMENT REMOVAL AREA
0
160
80
401"=80'
Horizontal Scale inFeet
MUNICIPAL BOUNDARY
EXISTING SUBMERGEDWOODEN STRUCTURE(TO BE REMOVED)
EXISTING DAM(TO BE REMOVED)
30% DREGE SEDIEMENT QUANTITIESDREDGEAREA NO. APPROX. CUT (CY)
D1D2D3D4
TOTAL 6325
10551550
6203100
NOTES
PARTIALLY INSIDE GRADING AREA G3 & G4INSIDE GRADING AREA G2INSIDE GRADING AREA G2
INSIDE GRADING AREA G3
NOTE: DREDGE QUANTITIES REFLECT ONLY DREDGING EXCAVATIONVOLUMES PRIOR TO PROPOSED RIVER RESTORATION GRADING. DREDGEDAREAS SHALL BE FILLED PER THE PROPOSED RIVER GRADING (REFER TORIVER RESTORATION GRADING PLANS ON SHEET 17).
D3
D4 D2
D1
RIVER RESTORATION GRADINGWORK AREA
D# PROPOSED DREDGE AREAPRIORITY ZONE #
531+00532+00
533+00534+00
535+00536+00
JOB NO.
ISSUED FOR:
PERMIT
RECORD
CONSTRUCTION
BID
REV.
DAT
ED
ESC
RIP
TIO
N
2019330
Stru
ther
s D
am R
emov
alSt
ruth
ers,
OH
-
-
-
-
520 South Main StreetAkron, OH 44311
330.572.2100 Fax 330.572.2101
SHEET NO:
SHEET: C-301
SHEET 16/29
DAM
REM
OVA
L PL
AN
0
40
20
101"=20'
Horizontal Scale inFeet
EX. THALWEG
PROP. SILT CURTAIN
LEGEND
ACCESS ROUTE
DAM REMOVAL LIMITS
POTENTIAL CONCRETE SPOIL AREA
GENERAL DAM REMOVAL KEYNOTES
ACCESS AND STAGING FROM THE NORTH BANK.
REMOVE FROM SOUTH TO NORTH (NOTE: DAMREMOVAL TO TAKE PLACE SUBSEQUENT TODREDGING ACTIVITY).
CONCRETE DEBRIS TO BE PLACED BENEATHPLANNED RESTORATION AREAS.
1
2
3
2
3
3
1
1
3
3
539+71.27
504+00505+00
506+00 507+00 508+00 509+00 510+00 511+00 512+00 513+00 514+00 515+00 516+00 517+00 518+00 519+00 520+00 521+00 522+00 523+00 524+00 525+00 526+00 527+00 528+00 529+00 530+00 531+00532+00 533+00 534+00 535+00 536+00 537+00 538+00
539+00
JOB NO.
ISSUED FOR:
PERMIT
RECORD
CONSTRUCTION
BID
REV.
DAT
ED
ESC
RIP
TIO
N
2019330
Stru
ther
s D
am R
emov
alSt
ruth
ers,
OH
-
-
-
-
520 South Main StreetAkron, OH 44311
330.572.2100 Fax 330.572.2101
SHEET NO:
SHEET: C-401
SHEET 17/29
RIV
ER R
ESTO
RAT
ION
KEY
PLAN
0
300
150
751"=150'
Horizontal Scale inFeet
SHEET 18
SHEET 19
SHEET 20
SHEET 21
SHEET 22SHEET 23PROP. B/L CONST.
PROP. WORK AREA 4
PROP. WORK AREA 3
PROP. WORK AREA 2
PROP. WORK AREA 1
RIVER RESTORATION GRADING QUANTITIES
WORKAREA
BASEAPPROX.CUT (CY)
1234
TOTAL 11,300
18003220
36702620
NOTES
8,875
18903820
18051360
NO DREDGE WORK---------
NOTES:1. GRADING QUANTITIES WERE DETERMINED USING POST DREDGE RIVER BED SURFACE.2. CUT/FILL QUANTITIES REFLECT GRADING TO SUBGRADE (NOT INCLUDING ROCK
PLACEMENT PER BANK STABILIZATION DETAIL ON SHEET 29).LEGEND
RIVER RESTORATION GRADING WORK AREA
GENERAL RESTORATION ACTIVITY SEQUENCE:1. RIVER RESTORATION GRADING TYPICALLY SHALL BE
IMPLEMENTED AFTER DREDGE ACTIVITY COMPLETED.
2. RESTORATION GRADING SHALL TAKE PLACE IN ORDER OF WORKAREA #1-4 (REFER TO PLAN/PROFILE AND CROSS-SECTION SHEETS18-28).
3. EACH RESTORATION WORK AREA MAY BE MODIFIED IN THE FIELDBASED ON SITE CONDITIONS AND AVAILABLE MATERIALS.
4. BANK STABILIZATION TECHNIQUES MAY INCLUDE MIXED ROCK/SOILMATERIALS AND/OR BRUSH LAYERING.
5. RESTORATION ACTIVITY MAY BE MORE OR LESS THAN SHOWNBASED ON AVAILABLE PROJECT BUDGET.
PROP. WORK AREA 2OPTIONAL GRADING AREA
OPTIONAL RIVER RESTORATION GRADING WORK AREA
BASEAPPROX.FILL (CY)
OPTIONALAPPROX.CUT (CY)
580
-580
2,705
-2705
OPTIONALAPPROX.FILL (CY)
- -- -
800
805
810
815
820
800
805
810
815
820
509+50 510+00 511+00 512+00 513+00 514+00 514+50
PROP.GRADE
PROP.GRADE
809.4
9
809.2
8
809.0
8
-0.20%
BEGI
N RI
FFLE
STA.
510+
49.32
ELEV
. 809
.59
END
RIFF
LEST
A. 51
3+39
.79EL
EV. 8
09.00
-0.05%
510+00 511+00 512+00 513+00 514+00
513+
38.31
510+
50.62
512+
00
810
811
812813 814
810
815
815
815
811812
813814
816
816
816
817
817 817
818
810
815
811812813814
816817
818
810
811
812813814
JOB NO.
ISSUED FOR:
PERMIT
RECORD
CONSTRUCTION
BID
REV.
DAT
ED
ESC
RIP
TIO
N
2019330
Stru
ther
s D
am R
emov
alSt
ruth
ers,
OH
-
-
-
-
520 South Main StreetAkron, OH 44311
330.572.2100 Fax 330.572.2101
SHEET NO:
SHEET: C-402
SHEET 18/29
RIV
ER R
ESTO
RAT
ION
PLAN
AN
D P
RO
FILE
WO
RK
AREA
4
0
40
20
101"=20'
Horizontal Scale inFeet
PROP. RIVER THALWEG
PROP. BANKFULL
PROP. GRADE CONTROL
PROP. B/L CONST.
FOR RIVER CROSS SECTIONS, SEE SHEETS 24-28.
RESTORATION KEYNOTES
GRADE CONTROL FEATURE (SEE SHEET 29)
ABANDONED STORM OUTFALL; CONFIRM ANDSEAL OFF. ACTIVE STORM OUTFALL SHALL BEEXTENDED WITH NEW END TREATMENT.
PROPOSED BANK STABILIZATION RESTORATION.
1
2
3
1
3
3
22
2
800
805
810
815
820
800
805
810
815
820
517+50 518+00 519+00 520+00 521+00 522+00 522+50
PROP.GRADE
PROP.GRADE
805.5
0
805.0
0
806.5
4
-2.95%0.00%
3.47%
MID
POOL
STA.
519+
86.30
ELEV
. 805
.00
-0.05%
518+00 519+00 520+00 521+00 522+00
519+
90.33
521+
35.45
805
810
806807
808809
811
812812812
805
810
806807
808809
811
807808
809809
807808
JOB NO.
ISSUED FOR:
PERMIT
RECORD
CONSTRUCTION
BID
REV.
DAT
ED
ESC
RIP
TIO
N
2019330
Stru
ther
s D
am R
emov
alSt
ruth
ers,
OH
-
-
-
-
520 South Main StreetAkron, OH 44311
330.572.2100 Fax 330.572.2101
SHEET NO:
SHEET: C-403
SHEET 19/29
RIV
ER R
ESTO
RAT
ION
PLAN
AN
D P
RO
FILE
WO
RK
AREA
3
0
40
20
101"=40'
Horizontal Scale inFeet
PROP. RIVER THALWEG
PROP. BANKFULL
PROP. GRADE CONTROL
PROP. B/L CONST.
FOR RIVER CROSS SECTIONS, SEE SHEETS 24-28.
RESTORATION KEYNOTES
GRADE CONTROL FEATURE (SEE SHEET 29)
ABANDONED STORM OUTFALL; CONFIRM ANDSEAL OFF. ACTIVE STORM OUTFALL SHALL BEEXTENDED WITH NEW END TREATMENT.
PROPOSED BANK STABILIZATION RESTORATION.
1
2
3
1
222
3
3
800
805
810
815
820
800
805
810
815
820
523+20 524+00 525+00 526+00 527+00 528+00 528+20
PROP.GRADE
PROP.GRADE
808.9
3
808.7
9
808.6
5
808.5
1
808.3
7
808.3
5
-0.14%
BEGI
N RI
FFLE
STA.
523+
53.81
ELEV
. 808
.65
-0.05%
524+00 525+00 526+00 527+00 528+00
523+
63.51
525+
00
526+
50
528+
00
810
809
811
812813
810
809
811
812813
811
812
811811
812
810
809
809
JOB NO.
ISSUED FOR:
PERMIT
RECORD
CONSTRUCTION
BID
REV.
DAT
ED
ESC
RIP
TIO
N
2019330
Stru
ther
s D
am R
emov
alSt
ruth
ers,
OH
-
-
-
-
520 South Main StreetAkron, OH 44311
330.572.2100 Fax 330.572.2101
SHEET NO:
SHEET: C-404
SHEET 20/29
RIV
ER R
ESTO
RAT
ION
PLAN
AN
D P
RO
FILE
WO
RK
AREA
2 W
EST
0
40
20
101"=40'
Horizontal Scale inFeet
PROP. RIVER THALWEG
PROP. BANKFULL
SEE
SHEE
T C-4
05
PROP. B/L CONST.
FOR RIVER CROSS SECTIONS, SEE SHEETS 24-28.
RESTORATION KEYNOTES
EX. SUBMERGED WOOD STRUCTURE, ELEV. = 811.29'± ( TO BE REMOVEDTO ELEV. = 809.00', BASE TO BE REUSED FOR GRADE CONTROL.
ABANDONED STORM OUTFALL; CONFIRM ANDSEAL OFF. ACTIVE STORM OUTFALL SHALL BEEXTENDED WITH NEW END TREATMENT.
PROPOSED BANK STABILIZATION RESTORATION.
3
1
2
3
11 1
2
2
3
LEGENDOPTIONAL RIVER RESTORATIONGRADING WORK AREA
800
805
810
815
820
800
805
810
815
820
525+40 526+00 527+00 528+00 529+00 530+00 530+40
PROP.GRADE
PROP.GRADE
-0.14%
808.7
4
808.6
5
808.5
1
808.3
7
808.2
3
808.0
9
807.2
4
-0.05%
526+00 527+00 528+00 529+00 530+00
530+
11.68
526+
50
528+
00
529+
00
811
811
810
808809
811
812813
811811
812
810
809
809
810
808809
811
JOB NO.
ISSUED FOR:
PERMIT
RECORD
CONSTRUCTION
BID
REV.
DAT
ED
ESC
RIP
TIO
N
2019330
Stru
ther
s D
am R
emov
alSt
ruth
ers,
OH
-
-
-
-
520 South Main StreetAkron, OH 44311
330.572.2100 Fax 330.572.2101
SHEET NO:
SHEET: C-405
SHEET 21/29
RIV
ER R
ESTO
RAT
ION
PLAN
AN
D P
RO
FILE
WO
RK
AREA
2
0
40
20
101"=20'
Horizontal Scale inFeet
SEE SHEET C-404
PROP. RIVER THALWEG
PROP. BANKFULL
SEE
SHEE
T C-4
06
PROP. B/L CONST.
FOR RIVER CROSS SECTIONS, SEE SHEETS 24-28.
RESTORATION KEYNOTES
ABANDONED STORM OUTFALL; CONFIRM ANDSEAL OFF. ACTIVE STORM OUTFALL SHALL BEEXTENDED WITH NEW END TREATMENT.
PROPOSED BANK STABILIZATION RESTORATION.
1
2
1 1 12
2
LEGENDOPTIONAL RIVER RESTORATIONGRADING WORK AREA
800
805
810
815
820
800
805
810
815
820
530+00 531+00 532+00 533+00 534+00 535+00
PROP.GRADE
PROP.GRADE
-2.95%
-0.32%
MID
POOL
STA.
532+
52.30
ELEV
. 805
.56-0.05%
530+00 531+00 532+00 533+00 534+00 535+00
530+
11.68 53
2+52
.30
810
806807
808809
811812 813
810
806807
808
811812 813
807808
810
808809
811
810
810
806
806
806
806
807
807
808
808809
809
811
811812
812
813
813
JOB NO.
ISSUED FOR:
PERMIT
RECORD
CONSTRUCTION
BID
REV.
DAT
ED
ESC
RIP
TIO
N
2019330
Stru
ther
s D
am R
emov
alSt
ruth
ers,
OH
-
-
-
-
520 South Main StreetAkron, OH 44311
330.572.2100 Fax 330.572.2101
SHEET NO:
SHEET: C-406
SHEET 22/29
RIV
ER R
ESTO
RAT
ION
PLAN
AN
D P
RO
FILE
WO
RK
AREA
2 E
AST
SEE SHEET C-405
PROP. RIVER THALWEG
PROP. BANKFULL
0
40
20
101"=20
Horizontal Scale inFeet
PROP. B/L CONST.
FOR RIVER CROSS SECTIONS, SEE SHEETS 24-28.
RESTORATION KEYNOTES
ABANDONED STORM OUTFALL; CONFIRM ANDSEAL OFF. ACTIVE STORM OUTFALL SHALL BEEXTENDED WITH NEW END TREATMENT.
PROPOSED BANK STABILIZATION RESTORATION.
1
2
12
2
800
805
810
815
820
800
805
810
815
820
536+08.13 537+00 538+00 539+00 540+00
PROP.GRADE
PROP.GRADE
PVI S
ta. 53
9+69
.86PV
I Elev
. 812
.80
-0.34%
807.7
9
807.4
5
807.1
2
BEGI
N RI
FFLE
STA.
536+
38.83
ELEV
. 808
.00
END
RIFF
LEST
A. 53
9+34
.58EL
EV. 8
07.00
-0.05%
536+00 537+00538+00
539+00
539+71.27
536+
39
539+
33.90
538+
00
808
809
810
811812
813 813
808809810
811812
813
JOB NO.
ISSUED FOR:
PERMIT
RECORD
CONSTRUCTION
BID
REV.
DAT
ED
ESC
RIP
TIO
N
2019330
Stru
ther
s D
am R
emov
alSt
ruth
ers,
OH
-
-
-
-
520 South Main StreetAkron, OH 44311
330.572.2100 Fax 330.572.2101
SHEET NO:
SHEET: C-407
SHEET 23/29
RIV
ER R
ESTO
RAT
ION
PLAN
AN
D P
RO
FILE
WO
RK
AREA
1
0
40
20
101"=20'
Horizontal Scale inFeet
FOR RIVER CROSS SECTIONS, SEE SHEETS 24-28.
PROP. RIVER THALWEG
PROP. BANKFULL
PROP. B/L CONST.
PROP. GRADE CONTROL
RESTORATION KEYNOTES
GRADE CONTROL FEATURE (SEE SHEET 29)
ABANDONED STORM OUTFALL; CONFIRM ANDSEAL OFF. ACTIVE STORM OUTFALL SHALL BEEXTENDED WITH NEW END TREATMENT.
PROPOSED BANK STABILIZATION RESTORATION.
1
2
3
1
2 22
3
3