SHEET PILE BARRIER AND BANK STABILIZATION · 2017. 3. 28. · HWL HIGH WATER LEVEL MIN. MINIMUM N...
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Transcript of SHEET PILE BARRIER AND BANK STABILIZATION · 2017. 3. 28. · HWL HIGH WATER LEVEL MIN. MINIMUM N...
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CERTIFICATE OF ENGINEER
STATE OF OHIO )
) SS:
COUNTY OF HAMILTON )
THIS CERTIFIES THAT THE HYDRAULIC MODELING AND
FLOOD-TOLERANT VEGETATION DESIGN, DRAWINGS, AND DETAILS HAVE
BEEN PREPARED BY ME OR UNDER MY DIRECT SUPERVISION.
SHEET NO. TITLE REV.
1PROJECT LOCATION, INDEX OF SHEETS
AND PLAN SET ABBREVIATIONSA
2 GENERAL REMEDY PLAN A
3 CROSS SECTION LOCATIONS AND CROSS SECTION A-A' A
4 CROSS SECTION B-B' AND CROSS SECTION C-C' A
5 SHEET PILE BARRIER PLAN, PROFILE, AND DETAILS A
6 FLOOD-TOLERANT VEGETATION PLAN AND DETAILS A
7HOOVEN DITCH REALIGNMENT PLAN, PROFILE
AND TYPICAL CROSS SECTIONA
8 HORIZONTAL AIR SPARGE PIPING AND COFFER DAM LAYOUT A
SITE
SHEET PILE BARRIER AND BANK STABILIZATION
ALONG THE GREAT MIAMI RIVERCHEVRON CINCINNATI FACILITY
HOOVEN, OHIO
DECEMBER 28, 2007
DIA. DIAMETER
EL. ELEVATION
FT AMSL FEET ABOVE MEAN SEA LEVEL
HWL HIGH WATER LEVEL
MIN. MINIMUM
N NORTH
NO. NUMBER
PVC POLYVINYL CHLORIDE
R RANGE
T TOWNSHIP
TYP. TYPICAL
2 OHIO STATE MAP
SCALE 1" = ~30 MILES
1 SITE VICINITY MAP
SCALE 1" = 500'
R3ER2E
T34N
T2ST
2S
T34N
R98W
SET NO.
CERTIFICATE OF ENGINEER
STATE OF OHIO )
) SS:
COUNTY OF HAMILTON )
THIS CERTIFIES THAT THE DESIGN, DRAWINGS, AND DETAILS FOR THE
AIR SPARGE SYSTEM, AND GENERAL SITE WORK HAVE BEEN PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION.
CERTIFICATE OF ENGINEER
STATE OF OHIO )
) SS:
COUNTY OF HAMILTON )
THIS CERTIFIES THAT THE STRUCTURAL DESIGN CALCULATIONS,
DRAWINGS, AND DETAILS PERTAINING TO THE STEEL SHEET PILE
BARRIER WALL AND RIPRAP REVETMENT SYSTEM HAVE BEEN
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION.
0 500' 1,000'
PROJECT LOCATION
0 ~30 MILES ~60 MILES
4 INDEX OF SHEETS 3
PLAN SET ABBREVIATIONS
A1
1/2
8/2
007
WO
RK
PL
AN
SU
BM
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GENERAL REMEDY PLAN
REV: FILE:
CHECKED BY:
SCALE:
DRAWN BY:
DATE
REVISIONS
DESCRIPTION CHK'DBYREV.
DATE:
IF THIS BAR DOES NOTMEASURE 1" IN LENGTHTHEN DRAWING IS NOT
AT INTENDED SCALE
WARNINGSHEET
2
2 OF 8
A
SV
JGP
7/17/07
1" = 200'
500REMEDYPLAN_S2
02
00
'4
00
'
SHEET PILE BARRIER AND RIVER BANK
STABILIZATION PROJECT
CHEVRON CINCINNATI FACILITY, OHIO
0 07/17/2007 PEER ASSIST SV JGP
A 12/28/2007 WORK PLAN SUBMITTAL TO EPA REP JGP
EX
PL
AN
AT
ION
PR
OP
OS
ED
GR
OU
ND
SU
RF
AC
E
(INT
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VA
L: 2
FT
, EL
: FT
AM
SL)
FE
ET
AB
OV
E M
EA
N S
EA
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VE
LF
T A
MS
L
EX
IST
ING
GR
OU
ND
SU
RF
AC
E
(INT
ER
VA
L: 2
FT
, EL
: FT
AM
SL)
CROSS SECTION LOCATIONS
AND CROSS SECTION A-A'
REV: FILE:
CHECKED BY:
SCALE:
DRAWN BY:
DATE
REVISIONS
DESCRIPTION CHK'DBYREV.
DATE:
IF THIS BAR DOES NOTMEASURE 1" IN LENGTHTHEN DRAWING IS NOT
AT INTENDED SCALE
WARNINGSHEET
3
3 OF 8
A
REP
JGP
12/28/07
AS SHOWN
500GMRTYPSECTIONS_S3-4
A C
RO
SS
SE
CT
ION
A - A
' S
CA
LE
H: 1
" = 2
0' V
: 1" =
10'
1 C
RO
SS
SE
CT
ION
LO
CA
TIO
NS
S
CA
LE
: 1" =
80'
08
0'
16
0'
SHEET PILE BARRIER AND RIVER BANK
STABILIZATION PROJECT
CHEVRON CINCINNATI FACILITY, OHIO
0 07/17/2007 PEER ASSIST SV JGP
A4
A'4
B5
C'
5
B'
5
C5
BE
DR
OC
K A
T 6
0-8
0 F
T-B
GS
NO
TE
:
WA
TE
R S
UR
FA
CE
ELE
VA
TIO
N
EX
PL
AN
AT
ION
PR
OP
OS
ED
GR
OU
ND
SU
RF
AC
E
(INT
ER
VA
L: 2
FT
, EL
: FT
AM
SL)
FE
ET
AB
OV
E M
EA
N S
EA
LE
VE
LF
T A
MS
L
A 12/28/2007 WORK PLAN SUBMITTAL TO EPA REP JGP
WA
TE
R S
UR
FA
CE
ELE
VA
TIO
NW
SE
L
EX
IST
ING
GR
OU
ND
SU
RF
AC
E
(INT
ER
VA
L: 2
FT
, EL
: FT
AM
SL)
