Project_Drawing_Set_3_of_3.pdf
PDF 5 MB Posted
- Attached to
- Repair Storm Drains WPAFB Area B Federal contract opportunity
- Solicitation number
- FA8601-18-B-0002
About this file
Attachment 2 Drawing Set 3 of 3 for FA8601-18-B-0002
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attachment_4_WDOL_update_07.06.18.pdf | ||
| Amendment_SF_30_U0002.docx | DOCX document | |
| Specifications_amended_warranty_period.pdf | ||
| Clarifications_to_RFI_Answers_3_thru_6.docx | DOCX document | |
| Addendum_1_SF30.docx | DOCX document | |
| Updated_WD_OH20180002.pdf | ||
| RFI_Answers_Set_3_thru_6.docx | DOCX document | |
| Site_Visit_Attendance_Sheet.pdf | ||
| 090235_PreAward_RFIs_set_2.docx | DOCX document | |
| 090235_-_RFI_1_-_Summary_of_Structures_Pipes.xlsx | XLSX spreadsheet | |
| Specifications.pdf | ||
| Project_Drawing_Set_2_of_3.pdf | ||
| IFB_FA8601-18-B-0002.docx | DOCX document | |
| Project_Drawing_Set_1_of_3.pdf | ||
| Wage_Determination_OH20180002.pdf | ||
| BID_SCHEDULE.doc | DOC document |
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796.16
795.69
796.18 795.97 796.34
796.44
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795.88
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X X
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x
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x
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x
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SD
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SDx SDx SDx
SDx SDx
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S-CB
S-CB
12" HDPE
(115.1 LF)
1 TAP
SD SDSD SD
SD
SD SD
S D
S D
S D
S D
S D
S D
S D
N
HC
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(98 LF)
N
HC
48" RCP
(181.6 LF)
N
HC
48" RCP
(20.6 LF)
N
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0 TAPS
N
PB
12" RCP
CIPP
(28 LF)
0 TAPS
N
NEW MH20173
12" RCP
12" RCP
48" R C
P 48" R
C P
CIPP
(49.5 LF)
0 TAPS
N
12" R
CP
48" R C
P
C S
TR
EE
T
(6' DIA)
N: 655355.52 E: 1519584.40
C S
TR
EE
T
REPAIR STORM DRAINS AREA B
N 20' 40'
SCALE: 1 INCH = 20 FEET
10'20' 0'
M
AT
C H
LI
N
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EE
S
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C-117REHABILITATION PLAN
JDJ NSP SWS
MATCHLINE - SEE SHEET C-113
C-117
C-116C-115C-114C-113
C-112C-111C-110C-109
C-108C-107C-106C-105
C-104C-101 C-103C-102
C-119 C-120C-118
LEGEND:
CIPP
OTR
PR
(103 LF FROM
MH20000)
INSTALL CURED IN PLACE PIPE
LINER W/ ESTIMATED LENGTH AND
NUMBER OF TAPS
OPEN TRENCH REPLACEMENT
W/ NEW PIPE SIZE, MATERIAL,
ESTIMATED LENGTH AND NUMBER OF
TAPS
MAINLINE POINT REPAIR
(LOCATION OF POINT REPAIR)
ABANDON PIPELINE
(210 LF)
1 TAP
8" PVC
(301 LF)
1 TAP
PB
INSTALL PIPE BY PIPEBURSTING
W/ NEW PIPE SIZE, MATERIAL,
ESTIMATED LENGTH AND NUMBER OF
TAPS
8" PVC
(301 LF)
1 TAP
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EXISTING CATCH BASINS
EXISTING STORM DRAIN TO REMAIN
EXISTING STORM DRAIN TO
REPLACE OR REHAB
REPLACE MANHOLE W/
(DIAMETER, FT)
REPLACE CATCH BASIN W/
(SIZE, IN)
SD
AB ABANDON PIPELINE W/ EXISTING PIPE
SIZE, MATERIAL AND ESTIMATED
LENGTH
8" CMP
(301 LF)
10" RCP
20'40'
SCALE: 1 INCH = 20 FEET
10'20'0'
HC HEAVY CLEAN W/ EXISTING PIPE SIZE,
MATERIAL AND ESTIMATED LENGTH8" PVC
(301 LF)
SDx
SD
NOTP NEW OPEN TRENCH PIPE W/ NEW
PIPE SIZE, MATERIAL, ESTIMATED
LENGTH AND NUMBER OF TAPS
8" PVC
(301 LF)
1 TAP
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AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text
COORDINATOR
AutoCAD SHX Text
ENGINEERING CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text
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AutoCAD SHX Text
AF
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text B
AutoCAD SHX Text
WRIGHT-PATTERSON AIR FORCE BASE
AutoCAD SHX Text
88TH ABW
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
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AutoCAD SHX Text 10/3/17
AutoCAD SHX Text
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AutoCAD SHX Text 10/3/17
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text
CB
AutoCAD SHX Text
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CB
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804.82
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806.04
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807.55
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CB20039
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807.10
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(32"X32")
NSEE SHEET C-202 FOR
PROFILE(4' DIA)
(4' DIA)
(48"X48")
(4' DIA)
N
SEE SHEET C-202 FOR
PROFILE
12" PVC
(135.1 LF)
1 TAP
20'40'SCALE: 1 INCH = 20 FEET10'20'0'NEW MH20174
12" HDPE
(75.1 LF)
2 TAPS
20'40'SCALE: 1 INCH = 20 FEET10'20'0'
18" HDPE
(241.5 LF)
0 TAPS
15" PVC
(18.6 LF)
0 TAPS
S D
SD SD SD SD SD SD
SD SD SD
SD
NPIPE BURST FROM
MH20045 TO MH20044 IN
ONE BURST
PB
12" VC
P
12" VC
P
12" VCP
18" RCP
PB
OTR
OTR
12" VCP
15" R C
P
12" PVC
(10.6 LF)
0 TAPS
OTR70
SEVENTH STREET
D S
TR
EE
T
435 19
71-A
SIXTH STREET
18-E 18
(4' DIA)
N: 655284.41 E: 1519921.88
IRP AREA
SEE SHEET C-100
IRP AREA
SEE SHEET C-100
SEVENTH STREET
D S
TR
EE
T
435 19
71-A
SIXTH STREET
18-E 18
IRP AREA
SEE SHEET C-100
IRP AREA
SEE SHEET C-100
REPAIR STORM DRAINS AREA B
N 20' 40'
SCALE: 1 INCH = 20 FEET
10'20' 0'
M
AT
C H
LI
N
E
- S
EE
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H
EE
T C
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LIN
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-117
C-118REHABILITATION PLAN
JDJ NSP SWS
MATCHLINE - SEE SHEET C-114
C-118C-117
C-116C-115C-114C-113
C-112C-111C-110C-109
C-108C-107C-106C-105
C-104C-101 C-103C-102
C-119 C-120
LEGEND:
CIPP
OTR
PR
(103 LF FROM
MH20000)
INSTALL CURED IN PLACE PIPE
LINER W/ ESTIMATED LENGTH AND
NUMBER OF TAPS
OPEN TRENCH REPLACEMENT
W/ NEW PIPE SIZE, MATERIAL,
ESTIMATED LENGTH AND NUMBER OF
TAPS
MAINLINE POINT REPAIR
(LOCATION OF POINT REPAIR)
ABANDON PIPELINE
(210 LF)
1 TAP
8" PVC
(301 LF)
1 TAP
PB
INSTALL PIPE BY PIPEBURSTING
W/ NEW PIPE SIZE, MATERIAL,
ESTIMATED LENGTH AND NUMBER OF
TAPS
8" PVC
(301 LF)
1 TAP
EXISTING MANHOLE
EXISTING CATCH BASINS
EXISTING STORM DRAIN TO REMAIN
EXISTING STORM DRAIN TO
REPLACE OR REHAB
REPLACE MANHOLE W/
(DIAMETER, FT)
REPLACE CATCH BASIN W/
(SIZE, IN)
SD
AB ABANDON PIPELINE W/ EXISTING PIPE
SIZE, MATERIAL AND ESTIMATED
LENGTH
8" CMP
(301 LF)
10" RCP
20'40'
SCALE: 1 INCH = 20 FEET
10'20'0'
HC HEAVY CLEAN W/ EXISTING PIPE SIZE,
MATERIAL AND ESTIMATED LENGTH8" PVC
(301 LF)
SDx
SD
NOTP NEW OPEN TRENCH PIPE W/ NEW
PIPE SIZE, MATERIAL, ESTIMATED
LENGTH AND NUMBER OF TAPS
8" PVC
(301 LF)
1 TAP
CLIENT COMMENT REVISION110/25/17
AutoCAD SHX Text D
AutoCAD SHX Text
CB
AutoCAD SHX Text D
AutoCAD SHX Text
CB
AutoCAD SHX Text
CI
AutoCAD SHX Text
CI
AutoCAD SHX Text D
AutoCAD SHX Text
CB
AutoCAD SHX Text D
AutoCAD SHX Text
CB
AutoCAD SHX Text
CI
AutoCAD SHX Text
CI
AutoCAD SHX Text
COORDINATOR
AutoCAD SHX Text
ENGINEERING CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text
US
AutoCAD SHX Text
AF
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text B
AutoCAD SHX Text
WRIGHT-PATTERSON AIR FORCE BASE
AutoCAD SHX Text
88TH ABW
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text 10/3/17
AutoCAD SHX Text
FINAL DESIGN
AutoCAD SHX Text A
AutoCAD SHX Text 10/3/17
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text
CB
AutoCAD SHX Text
CI
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CI
805.94
806.62805.84
807.44 807.12
807.49
808.16
807.56
807.50 807.56
807.64
807.05
809.91
809.43 811.08
809.85
810.13
XXXXXX
X X
X
X X
X X
X
X
X
X X
X X
X X
X X X
D
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HPSHPSHPSHPSHPSHPS
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H P S
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HPS HPS
HPSHPSHPSHPSHPSHPS
H P S
HPS HPS
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H P S
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Wx Wx Wx Wx Wx
SSx SSx SSx SSx
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CWR CWR CWRCWR CWR CWR
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W R
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SDx SDx SDx
CB20070
MH20077
CB20123
CB20122
SDx SDx SDx
CB20156
MH20128
CB20124
CB20155
SD
x
SD
x
SD
x
SD
x
S-CB
S-CB
S-CB
S-CB
S-CB
S-MH
S-CB
15" HDPE
(79.9 LF)
1 TAP
15" RCP
(18.9 LF)
0 TAPS
10" HDPE
(37.9 LF)
0 TAPS
N SEE SHEET C-202 FOR
PROFILE
(48"X36")
(48"X48")
NNEW CB20171
N NEW CB20172
SD SD
OTR
15" RCP
15" R C
P
PB
10" R C
P
15" RCP
PB
SEVENTH STREET
E S
TR
EE
T
20 20-A
71-B
71-A
SIXTH STREET
(48"X48")
(48"X48")
N: 655318.47 E: 1520493.82
N: 655297.59 E: 1520514.66
IRP AREA
SEE SHEET C-100
SEVENTH STREET
E S
TR
EE
T
20 20-A
71-B
71-A
SIXTH STREET
IRP AREA
SEE SHEET C-100
REPAIR STORM DRAINS AREA B
N 20' 40'
SCALE: 1 INCH = 20 FEET
10'20' 0'
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T C
-1 20M
ATC
H
LIN
E - SEE SH
EET C
-118
C-119REHABILITATION PLAN
JDJ NSP SWS
MATCHLINE - SEE SHEET C-115
C-119C-118C-117
C-116C-115C-114C-113
C-112C-111C-110C-109
C-108C-107C-106C-105
C-104C-101 C-103C-102
C-120
LEGEND:
CIPP
OTR
PR
(103 LF FROM
MH20000)
INSTALL CURED IN PLACE PIPE
LINER W/ ESTIMATED LENGTH AND
NUMBER OF TAPS
OPEN TRENCH REPLACEMENT
W/ NEW PIPE SIZE, MATERIAL,
ESTIMATED LENGTH AND NUMBER OF
TAPS
MAINLINE POINT REPAIR
(LOCATION OF POINT REPAIR)
ABANDON PIPELINE
(210 LF)
1 TAP
8" PVC
(301 LF)
1 TAP
PB
INSTALL PIPE BY PIPEBURSTING
W/ NEW PIPE SIZE, MATERIAL,
ESTIMATED LENGTH AND NUMBER OF
TAPS
8" PVC
(301 LF)
1 TAP
EXISTING MANHOLE
EXISTING CATCH BASINS
EXISTING STORM DRAIN TO REMAIN
EXISTING STORM DRAIN TO
REPLACE OR REHAB
REPLACE MANHOLE W/
(DIAMETER, FT)
REPLACE CATCH BASIN W/
(SIZE, IN)
SD
AB ABANDON PIPELINE W/ EXISTING PIPE
SIZE, MATERIAL AND ESTIMATED
LENGTH
8" CMP
(301 LF)
10" RCP
20'40'
SCALE: 1 INCH = 20 FEET
10'20'0'
HC HEAVY CLEAN W/ EXISTING PIPE SIZE,
MATERIAL AND ESTIMATED LENGTH8" PVC
(301 LF)
SDx
SD
NOTP NEW OPEN TRENCH PIPE W/ NEW
PIPE SIZE, MATERIAL, ESTIMATED
LENGTH AND NUMBER OF TAPS
8" PVC
(301 LF)
1 TAP
CLIENT COMMENT REVISION110/25/17
AutoCAD SHX Text D
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COORDINATOR
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ENGINEERING CHIEF
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DATE
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REVISION
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BY
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NO.
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DATE
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REVISION
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US
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AF
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AutoCAD SHX Text A
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AutoCAD SHX Text
WRIGHT-PATTERSON AIR FORCE BASE
AutoCAD SHX Text
88TH ABW
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text 10/3/17
AutoCAD SHX Text
FINAL DESIGN
AutoCAD SHX Text A
AutoCAD SHX Text 10/3/17
AutoCAD SHX Text D
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CB
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CI
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CB
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CB
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CI
826.02 827.09
835.52
835.48
834.38
835.08
809.91 809.91
811.08
810.22 810.56 810.16
809.85
810.13
812.85
810.48
808.84
807.16
810.93
X X
XX
XXXXXXXXX
D
X
XXX
X
X
X X
ExExExExExExE
E x
E x
E x
E x
E x
E x
Ex Ex Ex Ex Ex Ex
E x
E x
Ex Ex
ExExExExEx
E x
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E x
E x
E x
ExExExExEx
ES
x
ES
x
ES
x
E S x
E S x
E S x
E S x
E S x
ESxESxESxESxESxESxESx
E S x
E S x
E S x
E S x
E S x
E S x
ESxESxESxESxESxESxESx
ESx ESx ESx ESx ESx ESx ESx ESx ESx ESx ESx ESx
Ex Ex Ex Ex E x
E x
E x
E x
E x
E x
E x
E x
E x
ExExExExExEx
SSxSSxSSxSSxSSx
W x
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Wx Wx Wx Wx Wx
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WxWxWxWxWxWx
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811.74
SD
x
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x
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x
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x
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x
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SDxSDxSDx
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SDx
SD
x
SD
x
SDx SDx SDx SDx SDx SDx SDx SDx
CB20141CB20140
CB20128
CB20126 CB20127
MH20157
CB20157
MH20130
810.22 820.39
S-CB
S-CB
S-CB
S-CB
S-CB
S-CB
S-CB
S-CB
S-CB
S-CB
S-CB
S-CB
S-CB
S-MH
(14 LF)
1 TAP
15" HDPE
(76.9 LF)
3 TAPS
15" HDPE
(92.2 LF)
4 TAPS
15" HDPE
(43.7 LF)
0 TAPS
SD SD SD SD SD
(27.3 LF)
0 TAPS
PB
15" VCP
PB
15" VCP
15" VCP
PB
15" VCP
CIPPN
CIPP N
15" VC
P
G S
TR
EE
T
20A
G S
TR
EE
T
20A
REPAIR STORM DRAINS AREA B
N 20' 40'
SCALE: 1 INCH = 20 FEET
10'20' 0'
M
ATC
H
LIN
E - SEE SH
EET C
-119
C-120REHABILITATION PLAN
JDJ NSP SWS
MATCHLINE - SEE SHEET C-116
C-120C-119C-118C-117
C-116C-115C-114C-113
C-112C-111C-110C-109
C-108C-107C-106C-105
C-104C-101 C-103C-102
LEGEND:
CIPP
OTR
PR
(103 LF FROM
MH20000)
INSTALL CURED IN PLACE PIPE
LINER W/ ESTIMATED LENGTH AND
NUMBER OF TAPS
OPEN TRENCH REPLACEMENT
W/ NEW PIPE SIZE, MATERIAL,
ESTIMATED LENGTH AND NUMBER OF
TAPS
MAINLINE POINT REPAIR
(LOCATION OF POINT REPAIR)
ABANDON PIPELINE
(210 LF)
1 TAP
8" PVC
(301 LF)
1 TAP
PB
INSTALL PIPE BY PIPEBURSTING
W/ NEW PIPE SIZE, MATERIAL,
ESTIMATED LENGTH AND NUMBER OF
TAPS
8" PVC
(301 LF)
1 TAP
EXISTING MANHOLE
EXISTING CATCH BASINS
EXISTING STORM DRAIN TO REMAIN
EXISTING STORM DRAIN TO
REPLACE OR REHAB
REPLACE MANHOLE W/
(DIAMETER, FT)
REPLACE CATCH BASIN W/
(SIZE, IN)
SD
AB ABANDON PIPELINE W/ EXISTING PIPE
SIZE, MATERIAL AND ESTIMATED
LENGTH
8" CMP
(301 LF)
10" RCP
20'40'
SCALE: 1 INCH = 20 FEET
10'20'0'
HC HEAVY CLEAN W/ EXISTING PIPE SIZE,
MATERIAL AND ESTIMATED LENGTH8" PVC
(301 LF)
SDx
SD
NOTP NEW OPEN TRENCH PIPE W/ NEW
PIPE SIZE, MATERIAL, ESTIMATED
LENGTH AND NUMBER OF TAPS
8" PVC
(301 LF)
1 TAP
AutoCAD SHX Text
COORDINATOR
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ENGINEERING CHIEF
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DATE
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REVISION
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BY
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NO.
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DATE
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NO.
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REVISION
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BY
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AutoCAD SHX Text N
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AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text
US
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AF
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text B
AutoCAD SHX Text
WRIGHT-PATTERSON AIR FORCE BASE
AutoCAD SHX Text
88TH ABW
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text 10/3/17
AutoCAD SHX Text
FINAL DESIGN
AutoCAD SHX Text A
AutoCAD SHX Text 10/3/17
AutoCAD SHX Text D
AutoCAD SHX Text D
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CB
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CI
EL
EV
AT
IO
N
STATION
MH20008 TO MH20005
0+00 1+00 2+00 2+20
EL
EV
AT
IO
N
STATION
MH20082 TO MH20084
0+00 1+00 1+20
EL
EV
AT
IO
N
STATION
MH20079 TO MH20080
0+00 0+80
EL
EV
AT
IO
N
STATION
CB20092 TO CB20093
0+00 1+00 1+20
EL
EV
AT
IO
N
STATION
MH20067 TO MH20072
0+00 1+00 1+80
EL
EV
AT
IO
N
STATION
MH20116 TO CB20103
0+00 1+00 1+80
EL
EV
AT
IO
N
STATION
MH20113 TO MH20123
0+00 1+00 1+20
EL
EV
AT
IO
N
STATION
MH20124 TO MH20126
0+00 1+00 1+20
18" PVC - 52.58 LF @ 2.37%
18" PVC - 10.99 LF @ 4.28%
M H
T/
EL
(8
.0
5)
ST
A 0+
.9
IE
(7
.9 5)
8"
IN
E
IE
(7
.9
5)
8" O
U T
N
M H
T/
EL
(8
.9
3)
ST
A 0+
IE
(7
.4 8)
8"
IN
S
IE
(7
.3
3)
8"
IN
E
IE
(7
.2 8)
8"
O U
T W
M H
T/
EL
(8
.1
4)
ST
A 0+
.5
IE
(7
.2 9)
5"
IN
E
IE
(7
.2
4)
2"
IN
S
IE
(7
.1 9)
8"
O U
T W
M H
T/
EL
(7
.3
8)
ST
A 0+
.5
IE
(7
.9 0)
2"
IN
S
W
IE
(7
.7 5)
2"
O U
T
NM
H
T/
EL
(7
.3 9)
ST
A
0+
IE
(7
.7
4)
8"
IN
E
IE
(7
.7 4)
2"
IN
S
IE
(7
.5
9)
8" O
U T
N
12" PVC - 11.53 LF @ 0.07%
C B2
T/
EL
(8
.7 3)
ST
A
0+
.7
IE
(8
.7
7)
5"
IN
E
IE
(8
.5 7)
5"
O U
T W
C B2
T/
EL
(8
.3 2)
ST
A
0+
IE
(8
.9
7)
5"
IN
E
IE
(8
.2 7)
5"
O U
T S
15" PVC - 63.76 LF @ 5.64%
M H
T/
EL
(8
.4
6)
ST
A 1+
.3
IE
(7
.6 1)
2"
IN
N
IE
(7
.3
6)
2" O
U T
W
M H
T/
EL
(7
.7
5)
ST
A 0+
IE
(7
.5 5)
2"
IN
E
IE
(7
.5
5)
4"
IN
N
12" PVC - 100.39 LF @ 6.78%
C B2
T/
EL
(8
.1 8)
ST
A
1+
.6
IE
(8
.7
8)
2" O
U T
S
M H
T/
EL
(8
.7
7)
ST
A 0+
IE
(8
.6 7)
2"
IN
N
IE
(8
.4
7)
2" O
U T
W
12" RCP - 114.61 LF @ 4.46%
M H
T/
EL
(8
.4
5)
ST
A 0+
.3
IE
(7
.5 5)
4"
IN
S
IE
(7
.3
5)
4" O
U T
N
24" PVC - 93.39 LF @ 2.88%
M H
T/
EL
(8
.9
1)
ST
A 0+
IE
(7
.6 6)
4"
IN
S
IE
(7
.7
6)
2"
IN
E
IE
(7
.4 6)
2"
O U
T W
EL
EV
AT
IO
N
STATION
CB20074 TO CB20168
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+20
C B2
T/
EL
(8
.1 9)
ST
A
7+
.5
IE
(8
.9
6)
5" O
U T
N
C B2
T/
EL
(8
.8 0)
ST
A
6+
.0
IE
(8
.2
3)
5"
IN
S
IE
(8
.1 3)
5"
O U
T N
C B2
T/
EL
(8
.8 8)
ST
A
5+
.4
IE
(8
.7
2)
5"
IN
S
IE
(8
.6 2)
8"
O U
T N
C B2
T/
EL
(8
.6 9)
ST
A
4+
.8
IE
(8
.0
1)
8"
IN
S
IE
(8
.9 1)
8"
O U
T N
C B2
T/
EL
(8
.0 6)
ST
A
2+
.2
IE
(8
.1
7)
8"
IN
S
IE
(8
.0 7)
8"
O U
T N
M H
T/
EL
(8
.8
0)
ST
A 1+
.3
IE
(8
.1 0)
8"
IN
S
E
IE
(8
.0 0)
8"
O U
T W
18" RCP - 33.93 LF @ 0.50%
18" RCP - 84.60 LF @ 0.51%
18" RCP - 147.55 LF @ 0.50%
18" RCP - 123.66 LF @ 0.49%
15" RCP - 80.59 LF @ 0.51%
15" RCP - 146.51 LF @ 0.50%
M H
T/
EL
(7
.2
3)
ST
A 0+
IE
(7
.3 2)
0"
IN
S
E
IE
(7
.6 6)
4"
IN
S
M H
T/
EL
(7
.2
5)
ST
A 0+
.1
IE
(7
.4 0)
2"
IN
S
E
IE
(7
.3 5)
4"
O U
T N
M H
T/
EL
(7
.5
4)
ST
A 1+
.2
IE
(7
.0 4)
0"
IN
S
IE
(7
.0
0)
2" O
U T
N W
12" PVC - 77.10 LF @ 2.07%
24" PVC - 62.14 LF @ 2.72%
M H
T/
EL
(8
.7
5)
ST
A 0+
.1
IE
(8
.8 3)
2"
O U
T N
E
M H
T/
EL
(8
.2
6)
ST
A 0+
IE
(8
.8 1)
2"
IN
S
W
IE
(8
.7 1)
2"
O U
T N
12" RCP - 85.11 LF @ 1.20%
(C-115)
* CONTRACTOR TO LOCATE MH20126, EXCAVATE
AND DETERMINE INVERT ELEVATIONS.
EL
EV
AT
IO
N
STATION
MH20065 TO CB20062
0+00 1+00 1+20
M H
T/
EL
(7
.0
6)
ST
A 0+
IE
(7
.8 1)
8"
IN
N
IE
(7
.9
6)
2"
IN
S
IE
(7
.5 6)
0"
IN
W
IE
(7
.4
6)
8" O
U T
W
C B2
T/
EL
(7
.2 6)
ST
A
0+
.8
IE
(7
.3
1)
8" O
U T
S
18" RCP - 49.80 LF @ 3.01%
EX
IS
TI
N
G W
AT
ER
L
IN
E
EX
IS
TI
N
G S
AN
IT
AR
Y
SE
W
ER
EX
IS
TI
N
G S
AN
IT
AR
Y
SE
W
ER
EX
IS
TI
N
G W
AT
ER
L
IN
E
EX
IS
TI
N G
W
AT
ER
L
IN
E
EX
IS
TI
N
G S
AN
IT
AR
Y
SE
W
ER
EX
IS
TI
N
G S
TE
AM
(5
EX
IS
TI
N
G E
LE
C
TR
IC
L
IN
E (2
EX
IS
TI
N
G S
AN
IT
AR
Y
SE
W
ER
EX
IS
TI
N
G W
AT
ER
L
IN
E
EX
IS
TI
N
G S
AN
IT
AR
Y
SE
W
ER
EX
IS
TI
N
G W
AT
ER
L
IN
E
EX
IS
TI
N
G S
TO
R
M S
EW
ER
EX
IS
TI
N
G W
AT
ER
L
IN
E
EXISTING
SANITARY
SEWER
EXISTING
WATER
LINE (2)
EXISTING
ELECTRICAL
LINE
EX
IS
TI
N
G E
LE
C
TR
IC
L
IN
E
EX
IS
TI
N
G S
TE
AM
(3
(I E
2.
7)
EX
IS
TI
N
G S
TE
AM
L
IN
E (3
EX
IS
TI
N
G E
LE
C
TR
IC
L
IN
E
EXISTING
WATER
LINE (2)
C B2
T/
EL
(8
.2 3)
ST
A
1+
.2
IE
(8
.3
7)
8"
IN
S
IE
(8
.2 7)
8"
O U
T N
W C
B2
T/
EL
(8
.6
5)
ST
A 2+
.6
IE
(8
.6 4)
8"
IN
S
IE
(8
.5
9)
2"
IN
W
IE
(8
.5 4)
8"
O U
T N
C B2
T/
EL
(8
.5 2)
ST
A
0+
IE
(8
.8
2)
8"
IN
E
IE
(8
.7 2)
8"
O U
T W
18" PVC - 145.35 LF @ 0.80%
EX
IS
TI
N
G S
AN
IT
AR
Y
SE
W
ER
EX
IS
TI
N G
W
AT
ER
L
IN
E
EX
IS
TI
N
G S
TE
AM
L
IN
E (2
EX
IS
TI
N
G W
AT
ER
L
IN
E
EX
IS
TI
N
G G
AS
L
IN
E
EX
IS
TI
N
G W
AT
ER
L
IN
E
18" RCP - 32.40 LF @ 0.52%
EX
IS
TI
N
G W
AT
ER
L
IN
E
EX
IS
TI
N
G W
AT
ER
L
IN
E
(IE
.2
(IE
.2
6)
(1 2"
D
IA
IE
.6 5)
(C-101, C-105)
(C-103, C-104, C-108, C-112)
(C-103) (C-103)
(C-108)
(C-112) (C-111, C-115) (C-110) (C-110)
REPAIR STORM DRAINS AREA B
C-201STORMWATER PROFILES
JDJ BM SWS
N 50' 100'
SCALE: 1 INCH = 50 FEET HORIZONTAL
25'50' 0'
5' 10'
SCALE: 1 INCH = 5 FEET VERTICAL
2.5'5' 0'
NEW VERTICAL & HORIZONTAL
ALIGNMENT
NEW VERTICAL & HORIZONTAL
ALIGNMENT
NEW VERTICAL & HORIZONTAL ALIGNMENT
AutoCAD SHX Text
COORDINATOR
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ENGINEERING CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
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NO.
AutoCAD SHX Text
DATE
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NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text
US
AutoCAD SHX Text
AF
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text B
AutoCAD SHX Text
WRIGHT-PATTERSON AIR FORCE BASE
AutoCAD SHX Text
88TH ABW
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text 10/3/17
AutoCAD SHX Text
FINAL DESIGN
AutoCAD SHX Text A
10/3/17
AT
IO
N
STATION
MH20164 TO MH20088
0+00 1+00 2+00 2+20
EL
EV
AT
IO
N
STATION
MH20169 TO MH20105
0+00 1+00 1+80
EL
EV
AT
IO
N
STATION
MH20020 TO MH20063
0+00 1+00 1+20
EL
EV
AT
IO
N
STATION
MH20063 TO MH20021
0+00 1+00 1+20
EL
EV
AT
IO
N
STATION
MH20032 TO MH20033
0+00 0+80
EL
EV
AT
IO
N
STATION
CB20138 TO CB20139
0+00 1+00 1+80
EL
EV
AT
IO
N
STATION
CB20068 TO CB20069
0+00 0+75
EL
EV
AT
IO
N
STATION
MH20047 TO CB20050
0+00 1+00 1+80
EL
EV
AT
IO
N
STATION
MH20113 TO MH20114
0+00 0+75
EL
EV
AT
IO
N
STATION
CB20123 TO CB20122
0+00 0+80
EL
EV
AT
IO
N
STATION
MH20024 TO MH20023
0+00 0+80
M H
T/
EL
(8
.4
3)
ST
A 1+
.6
IE
(8
.8 3)
2"
IN
N
IE
(8
.5
3)
2" O
U T
W
12" RCP - 161.66 LF @ 0.13%
M H
T/
EL
(8
.3
7)
ST
A 1+
.5
IE
(8
.3 7)
0"
IN
E
IE
(8
.2
7)
0" O
U T
S
10" PVC - 103.56 LF @ 2.50%
M H
T/
EL
(7
.4
4)
ST
A 0+
.1
IE
(7
.3 4)
0"
IN
N
IE
(7
.3
4)
0"
IN
N W
IE
(7
.2
4)
0" O
U T
S
C B2
T/
EL
(7
.4 4)
ST
A
0+
.6
IE
(7
.0
6)
0"
IN
N
IE
(7
.8 6)
0"
O U
T W
M H
T/
EL
(7
.0
5)
ST
A 0+
IE
(7
.8 5)
0"
IN
E
IE
(7
.4
5)
2" O
U T
W
10" PVC - 54.63 LF @ 1.85%
10" PVC - 17.52 LF @ 1.03%
M H
T/
EL
(7
.6
2)
ST
A 0+
.1
IE
(7
.6 2)
0"
IN
E
IE
(7
.4
2)
2" O
U T
S
M H
T/
EL
(7
.6
0)
ST
A 0+
IE
(7
.0 0)
2"
IN
N
IE
(7
.8
0)
2" O
U T
W
12" PVC - 28.17 LF @ 5.04%
C B2
T/
EL
(8
.3 7)
ST
A
1+
.5
IE
(8
.3
6)
0"
IN
S
IE
(8
.1 6)
0"
O U
T N
10" PVC - 126.56 LF @ 2.98%
C B2
T/
EL
(8
.7 4)
ST
A
0+
IE
(8
.3
9)
0"
IN
S
IE
(8
.1 9)
2"
O U
T W
C B2
T/
EL
(8
.2 0)
ST
A
0+
.5
IE
(7
.3
0)
5"
IN
S
IE
(7
.0 6)
5"
O U
T N
C B2
T/
EL
(8
.1 2)
ST
A
0+
IE
(7
.6
2)
5"
IN
S
IE
(7
.4 2)
8"
O U
T N
15" RCP - 18.58 LF @ 2.37%
C B2
T/
EL
(8
.4 6)
ST
A
1+
.6
IE
(7
.6
1)
2"
IN
N
IE
(7
.4 1)
2"
O U
T
SW
M H
T/
EL
(8
.4
0)
ST
A 1+
IE
(7
.3 0)
2"
IN
N
E
IE
(7
.1 0)
2"
O U
T W
12" PVC - 126.00 LF @ 2.21%
M H
T/
EL
(8
.8
2)
ST
A 0+
IE
(7
.3 2)
2"
IN
E
IE
(7
.1
2)
2" O
U T
W
12" PVC - 10.60 LF @ 1.05%
M H
T/
EL
(7
.9
9)
ST
A 0+
.2
IE
(7
.9 9)
8"
IN
E
IE
(7
.0
9)
5"
IN
S
IE
(7
.9 9)
8"
O U
T W
18" PVC - 27.29 LF @ 0.55%
M H
T/
EL
(7
.4
4)
ST
A 0+
IE
(7
.8 4)
8"
IN
E
IE
(7
.8
4)
8" O
U T
S
C B2
T/
EL
(8
.4 4)
ST
A
0+
.8
IE
(8
.3
4)
5" O
U T
E
15" RCP - 18.86 LF @ 1.14%
C B2
T/
EL
(8
.1 2)
ST
A
0+
IE
(8
.1
2)
5"
IN
W
IE
(8
.0 2)
5"
O U
T N
M H
T/
EL
(7
.2
0)
ST
A 0+
.0
IE
(7
.0 0)
0"
O U
T
SE
M H
T/
EL
(7
.4
4)
ST
A 0+
IE
(7
.3 4)
0"
IN
N
IE
(7
.3
4)
0"
IN
N W
IE
(7
.2
4)
0" O
U T
S
10" PVC - 70.02 LF @ 0.94%
M H
T/
EL
(8
.1
8)
ST
A 0+
.5
IE
(7
.2 3)
2"
IN
E
IE
(8
.8
8)
" I N
N
IE
(8
.1 8)
8"
IN
S
IE
(7
.2
3)
2" O
U T
WM
H
T/
EL
(8
.9
1)
ST
A 0+
IE
(7
.6 6)
4"
IN
S
IE
(7
.7
6)
2"
IN
E
IE
(7
.4 6)
2"
O U
T W
42" RCP - 22.50 LF @ 2.08%
M H
T/
EL
(8
.8
5)
ST
A 0+
IE
(8
.3 2)
2"
IN
E
IE
(8
.6
3)
2"
IN
S E
IE
(8
.5
7)
2" O
U T
N W
M H
T/
EL
(8
.2
2)
ST
A 0+
IE
(8
.6 8)
0"
IN
N
IE
(8
.6
8)
2" O
U T
W
EX
IS
TI
N
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AN
IT
AR
Y
SE
W
ER
EX
IS
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AN
IT
AR
Y
SE
W
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EX
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G W
AT
ER
L
IN
E
EX
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AT
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IN
E
EX
IS
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G S
AN
IT
AR
Y
SE
W
ER
EX
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G S
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AM
L
IN
E (3
EX
IS
TI
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G E
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C
TR
IC
L
IN
E
EX
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TI
N
G W
AT
ER
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IN
E
EXISTING STEAM
LINE (3)
EXISTING WATER LINE
EXISTING SANITARY SEWER
(IE 800.42)
EL
EV
AT
IO
N
STATION
CB20063 TO MH20062
0+00 1+00 1+20
24" PVC - 52.35 LF @ 2.56%
M H
T/
EL
(8
.0
1)
ST
A 0+
.3
IE
(7
.5 1)
0"
IN
E
IE
(7
.5
1)
2"
IN
N
IE
(7
.8 1)
4"
O U
T S
C B2
T/
EL
(7
.9 2)
ST
A
0+
IE
(7
.4
7)
4"
IN
N
IE
(7
.4 2)
4"
O U
T S
EX
IS
TI
N
G S
AN
IT
AR
Y
SE
W
ER
EX
IS
TI
N
G S
AN
IT
AR
Y
SE
W
ER
EXISTING WATER
(3) LINE
EXISTING ELECTRIC LINE
EXISTING SANITARY SEWER
EX
IS
TI
N
G E
LE
C
TR
IC
SE
C
O N
D
AR
Y
LI
N E
EX
IS
TI
N
G G
AS
L
IN
E
EX
IS
TI
N
G S
TE
AM
L
IN
E (2
(IE
.7
4)
(C-103)
(C-110) (C-114) (C-110) (C-118) (C-119)
(C-116)
(C-118)
(C-111) (C-112) (C-110) (C-110) REPAIR STORM DRAINS AREA B
C-202STORMWATER PROFILES
JDJ BM SWS
N 50' 100'
SCALE: 1 INCH = 50 FEET HORIZONTAL
25'50' 0'
5' 10'
SCALE: 1 INCH = 5 FEET VERTICAL
2.5'5' 0'
NEW VERTICAL & HORIZONTAL
ALIGNMENT
NEXISTING WATER LINE
AutoCAD SHX Text
COORDINATOR
AutoCAD SHX Text
ENGINEERING CHIEF
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DATE
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REVISION
AutoCAD SHX Text
BY
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NO.
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DATE
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NO.
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REVISION
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BY
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AutoCAD SHX Text N
AutoCAD SHX Text E
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AutoCAD SHX Text R
AutoCAD SHX Text
US
AutoCAD SHX Text
AF
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text B
AutoCAD SHX Text
WRIGHT-PATTERSON AIR FORCE BASE
AutoCAD SHX Text
88TH ABW
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text 10/3/17
AutoCAD SHX Text
FINAL DESIGN
AutoCAD SHX Text A
AT
IO
N
STATION
MH20079 TO MH20082
0+00 1+00 1+75
EL
EV
AT
IO
N
STATION
MH20158 TO CB20174
0+00 0+75
EL
EV
AT
IO
N
STATION
MH20099 TO CB20150
0+00 1+00 1+20
EL
EV
AT
IO
N
STATION
MH20165 TO CB20082
0+00 0+80
EL
EV
AT
IO
N
STATION
MH20166 TO CB20090
0+00 0+80
EL
EV
AT
IO
N
STATION
MH20112 TO CB20118
0+00 1+00 1+20
C B2
T/
EL
(8
.3 2)
ST
A
0+
.3
IE
(8
.4
4)
2" O
U T
N E
12" RCP - 21.38 LF @ 0.76%
C
B2
T/
EL
(8
.7
2)
ST
A 0+
.8
IE
(8
.6 2)
0"
O U
T N
E
10" DIP - 18.84 LF @ 0.98%
C
B2
T/
EL
(8
.8
1)
ST
A 0+
.2
IE
(8
.7 1)
2"
IN
N
W
IE
(8
.5 1)
4"
O U
T W
M H
T/
EL
(7
.3
9)
ST
A 0+
IE
(7
.7 4)
8"
IN
E
IE
(7
.7
4)
2"
IN
S
IE
(7
.5 9)
8"
O U
T N
18" PVC - 117.69 LF @ 3.00%
M H
T/
EL
(8
.9
3)
ST
A 1+
.6
IE
(7
.4 8)
8"
IN
S
IE
(7
.3
3)
8"
IN
E
IE
(7
.2 8)
8"
O U
T W
24" RCP - 60.21 LF @ 9.63%
EL
EV
AT
IO
N
STATION
MH20171 TO MH20172
0+00 1+00 2+00 3+00 3+20 M
H
T/
EL
(7
.7
8)
ST
A 2+
IE
(7
.8 9)
2"
O U
T N
M H
T/
EL
(7
.6
8)
ST
A 0+
IE
(7
.2 9)
2"
IN
S
IE
(7
.0
9)
2"
IN
E
IE
(7
.0 9)
0"
O U
T W
12" PVC - 270.00 LF @ 0.22%
EL
EV
AT
IO
N
STATION
CB20149 TO CB20094
0+00 1+00 1+20
C B2
T/
EL
(8
.5 8)
ST
A
0+
IE
(8
.2
8)
5"
IN
E
IE
(8
.0 8)
5"
O U
T W C
B2
T/
EL
(8
.0
8)
ST
A 0+
.1
IE
(8
.0 3)
5"
IN
E
IE
(8
.8
3)
5" O
U T
W
M H
T/
EL
(8
.1
2)
ST
A 0+
IE
(8
.2 8)
2"
IN
S
W
IE
(8
.5 2)
2"
O U
T N
M H
T/
EL
(8
.1
5)
ST
A 0+
IE
(8
.4 4)
0"
IN
S
W
M H
T/
EL
(8
.4
5)
ST
A 0+
IE
(8
.7 1)
4"
IN
E
EL
EV
AT
IO
N
STATION
MH20167 TO CB20088
0+00 1+00 1+20
12" RCP - 18.67 LF @ 0.50%
M H
T/
EL
(8
.0
1)
ST
A 0+
IE
(8
.7 5)
2"
IN
W
IE
(8
.9
6)
8" O
U T
N C
B2
T/
EL
(8
.8
9)
ST
A 0+
.6
IE
(8
.8 4)
2"
O U
T E
EX
IS
TI
N
G S
TE
AM
(5
EX
IS
TI
N
G E
LE
C
TR
IC
L
IN
E
EX
IS
TI
N
G S
AN
IT
AR
Y
SE
W
ER
EX
IS
TI
N
G W
AT
ER
L
IN
E
EX
IS
TI
N
G S
TE
AM
(3
EX
IS
TI
N
G E
LE
C
TR
IC
L
IN
E
EX
IS
TI
N
G E
LE
C
TR
IC
L
IN
E (2
EXISTING SANITARY SEWER
EX
IS
TI
N
G S
TE
AM
(3
EX
IS
TI
N
G E
LE
C
TR
IC
L
IN
E
EX
IS
TI
N
G W
AT
ER
L
IN
E (2
EX
IS
TI
N
G G
AS
L
IN
E
EX
IS
TI
N
G W
AT
ER
L
IN
E
EX
IS
TI
N
G W
AT
ER
L
IN
E
15" PVC - 61.16 LF @ 4.17%
(C-108)
* CONTRACTOR TO EXCAVATE AT NEW MH20166
TO DETERMINE INVERTS AND SLOPE. VERIFY WITH
OWNER.
(C-114)
CONTRACTOR TO FIELD DETERMINE INVERT
ELEVATIONS AND SLOPE. VERIFY WITH OWNER.
C B2
T/
EL
(8
.6 5)
ST
A
0+
IE
(8
.6
4)
8"
IN
S
IE
(8
.5 9)
2"
IN
W
IE
(8
.5
4)
8" O
U T
N
M H
T/
EL
(8
.9
8)
ST
A 0+
.2
IE
(8
.1 3)
" I
N W
IE
(8
.5
3)
" I N
W
IE
(8
.8 8)
2"
O U
T E
12" RCP - 24.25 LF @ 5.32%
EXISTING WATER LINE (2)
(IE
.8
10" DIP - 49.62 LF @ 0.26%
C B2
T/
EL
(8
.3 5)
ST
A
0+
.6
IE
(8
.4
5)
0"
IN
S
IE
(8
.2 7)
" I
N W
IE
(8
.2
5)
0" O
U T
N
M H
T/
EL
(8
.0
2)
ST
A 0+
IE
(8
.1 2)
0"
IN
S
IE
(8
.9
2)
2" O
U T
W
(C-111)
* CONTRACTOR TO EXCAVATE AT CB20118 TO
DETERMINE INVERTS AND SLOPE. VERIFY WITH
OWNER.
EX
IS
TI
N
G E
LE
C
TR
IC
L
IN
E
EL
EV
AT
IO
N
STATION
MH20163 TO CB20175
0+00 1+00 1+20
M H
T/
EL
(7
.6
1)
ST
A 0+
IE
(7
.0 0)
8"
IN
S
IE
(7
.0
0)
2"
IN
E
IE
(7
.0 0)
8"
O U
T N
M H
T/
EL
(7
.9
9)
ST
A 0+
.6
IE
(7
.2 1)
2"
O U
T W
12" RCP - 42.60 LF @ 0.50%
(C-103)
* CONTRACTOR TO EXCAVATE AT MH20163 TO
DETERMINE INVERTS AND SLOPE. VERIFY WITH
OWNER.
EX
IS
TI
N
G S
TE
AM
L
IN
E (6
EX
IS
TI
N
G W
AT
ER
L
IN
E
EX
IS
TI
N G
S
AN
IT
AR
Y
SE
W
ER
(C-103)
(C-104)
(C-104)
(C-108)
(C-108) (C-103, C-104)
REPAIR STORM DRAINS AREA B
C-203STORMWATER PROFILES
JDJ BM SWS
N 50' 100'
SCALE: 1 INCH = 50 FEET HORIZONTAL
25'50' 0'
5' 10'
SCALE: 1 INCH = 5 FEET VERTICAL
2.5'5' 0'
NEW VERTICAL & HORIZONTAL
ALIGNMENT
NEW VERTICAL & HORIZONTAL ALIGNMENT
NN
AutoCAD SHX Text
COORDINATOR
AutoCAD SHX Text
ENGINEERING CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
BY
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text
US
AutoCAD SHX Text
AF
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text B
AutoCAD SHX Text
WRIGHT-PATTERSON AIR FORCE BASE
AutoCAD SHX Text
88TH ABW
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN CHIEF
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text 10/3/17
AutoCAD SHX Text
FINAL DESIGN
AutoCAD SHX Text A
SCALE = 1:24,000
HEREINAFTER, THE TERM “CONTRACTOR” IN THESE DESIGN DRAWINGS SHALL REFER TO THE ENTITIES (I.E. THE CONTRACTOR AND/OR ITS SUBCONTRACTOR(S)) IMPLEMENTING THE CONSTRUCTION OF THE "REPAIR STORM DRAINS, AREA B", RELATED STRUCTURES, AND INFRASTRUCTURE.
THE CONTRACTOR SHALL COMPLETE ALL EROSION AND SEDIMENT CONTROL ACTIVITIES ASSOCIATED WITH THE PROJECT IN COMPLIANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS AND REQUIREMENTS INCLUDING BUT NOT LIMITED TO "RAINWATER AND LAND DEVELOPMENT", LATEST EDITION.
EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITY THAT MAY CAUSE EROSION OR SEDIMENTATION. EROSION CONTROL MEASURES SHALL BE MAINTAINED, REPAIRED, AND REINSTALLED AS NECESSARY THROUGHOUT THE DURATION OF CONSTRUCTION AND ACTIVITIES.
ANY DISTURBED AREA SCHEDULED TO BE LEFT IDLE FOR A PERIOD GREATER THAN 21 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING WITHIN 7 DAYS OF THE
MOST RECENT DISTURBANCE WITHIN THE AREA.
ANY DISTURBED AREA THAT WILL BE LEFT DORMANT FOR A PERIOD OF ONE YEAR OR MORE SHALL BE STABILIZED WITH PERMANENT SEEDING AND MULCH.
ALL STORM WATER INLETS NOT NOTED ON THE SITE PLAN BUT WITHIN THE PROJECT STORM WATER TRIBUTARY AREA SHALL BE PROTECTED FROM CONSTRUCTION SILT.
THE SWPPP SHALL BE APPROVED BY 88 ABW/CEIEA PRIOR TO SOIL DISTURBANCE ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP.
WORK SHALL TAKE PLACE DURING INCLEMENT WEATHER (INCLUDING, BUT NOT LIMITED TO, EXCESSIVE PRECIPITATION, EXCESSIVE WINDS, APPROACHING INCLEMENT WEATHER, ETC.) AS DETERMINED BY THE COR.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETION OF THE NOI, CO-PERMITEE NOI, AND ASSOCIATED PERMIT FEES. ALL PERMIT APPLICATIONS AND PLANS MUST BE APPROVED BY 88 CEG/CEIEA, ENVIRONMENTAL BRANCH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP.
THE CONTRACTOR SHALL COORDINATE ALL WASTE MANAGEMENT ACTIVITIES WITH THE COR AND THE WPAFB WASTE MANAGEMENT (WM). WASTE HANDLING AND DISPOSAL ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH APPLICABLE STATE AND FEDERAL REGULATIONS FOR WASTE MATERIAL. WPAFB WM WILL BE GIVEN 1 MONTH'S NOTICE
FOR WASTE SHIPPING.
ALL DEMOLITION DEBRIS NOT SCHEDULED FOR RECYCLING SHALL BE DISPOSED AT A LANDFILL APPROVED BY WPAFB WASTE MANAGEMENT TEAM.
THE CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY FACILITIES AND SHALL CLEAN AND MAINTAIN THESE FACILITIES AND ENCLOSURES. TEMPORARY FACILITIES SHALL BE REMOVED FROM THE SITE AT THE COMPLETION OF WORK. THE CONTRACTOR SHALL PROVIDE REST AREA AND EMERGENCY AID MATERIALS FOR PROJECT WORKERS.
CONTRACTOR'S EMPLOYEES MAY SMOKE ONLY WITHIN THE DESIGNATED AREA OF THE CONTRACTOR STAGING AREA.
NO SOLID OR LIQUID WASTE SHALL BE DISCHARGED INTO THE STORM SEWER SYSTEM.
OFF-SITE VEHICLE TRACKING OF SEDIMENTS AND DUST GENERATION SHALL BE MINIMIZED.
ALL TEMPORARY AND PERMANENT CONTROL PRACTICES SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED
FUNCTION.
THE CONTRACTOR SHALL COORDINATE WITH WPAFB ON THE FIELD LOCATION OF THE FUELING AREAS, DUMPSTERS AND TEMPORARY SANITATION FACILITIES AND MARK THESE
ON THE SWPPP.
FOLLOWING EACH INSPECTION, THE CONTRACTOR SHALL MAINTAIN A CHECKLIST IN ACCORDANCE WITH THE OHIO GENERAL PERMIT NO. OHC000004, PART III.G.2.i. THE PERMIT CAN BE OBTAINED FROM THE FOLLOWING WEB ADDRESS http://www.epa.ohio.gov/Portals/35/permits/OHC000004_GP_Final.pdf.
IF PERIODIC INSPECTIONS OR OTHER INFORMATION INDICATES A CONTROL HAS BEEN USED INAPPROPRIATELY, INEFFECTIVELY, OR INCORRECTLY, THE CONTRACTOR SHALL
REPLACE OR MODIFY THE CONTROL FOR SITE CONDITIONS.
THE GENERATION OF FUGITIVE EMISSIONS MUST BE KEPT TO A MINIMUM USING APPROVED DUST SUPPRESSION METHODS SUCH AS WATER SPRAYS ON AREA OF HIGH DUST GENERATION. FOR ADDITIONAL INFORMATION PLEASE CONTACT THE 88 CEG/CEIE AIR PM CHRIS TUMBUSCH. CHRIS CAN BE REACHED AT 937-257-2455 OR BY EMAIL AT
CHRISTOPHER.TUMBUSCH@US.AF.MIL.
FUEL AND OIL SPILLS (TO INCLUDE ALL PETROLEUM PRODUCTS): REPORT ALL SPILLS OF MORE THAN ONE GALLON OF MATERIAL. REPORT ALL SPILLS OF ANY SIZE IF THE MATERIAL ENTERS A SEWER OR DRAIN. REPORT ALL SPILLS OF ANY SIZE THAT CREATE A FIRE HAZARD. REPORT THESE SPILLS TO THE BASE FIRE DEPARTMENT BY CALLING 911 (937-257-9111 FROM A CELL PHONE OR OFF-BASE LINE) OR FIRE DISPATCH AT 937-257-3033 AND ALSO NOTIFY THE GOVERNMENT'S PROJECT INSPECTOR.
SPILLS OF HAZARDOUS CHEMICALS: REPORT ALL SPILLS OF ANY SIZE TO THE BASE FIRE DEPARTMENT BY CALLING 911 OR FIRE DISPATCH AT 937-257-3033 AND ALSO NOTIFY THE
GOVERNMENT'S PROJECT INSPECTOR.
SPILLS OF OTHER MATERIALS (SUCH AS PAINT, TAR, ETC.): REPORT ALL SPILLS THAT ENTER SEWERS OR DRAINS OR THAT HAVE THE POTENTIAL TO DAMAGE OR POLLUTE THE ENVIRONMENT. REPORT THESE SPILLS TO THE BASE FIRE DEPARTMENT BY DIALING 911 USING A BASE TELEPHONE OR BY CALLING 937-257-3033 AND NOTIFY THE GOVERNMENT'S PROJECT INSPECTOR ALSO. AFTER DUTY HOURS REPORT THESE TO THE BASE FIRE DEPARTMENT BY CALLING 911 OR FIRE DISPATCH AT 937-257-3033.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTAINMENT OF OF ALL SPILLS. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SPILL CONTAINMENT AND CLEANUP EQUIPMENT AND MATERIALS ON-SITE THAT ARE APPROPRIATE FOR THE MATERIALS BEING STORED AND IN SUFFICIENT QUANTITIES TO PROVIDE CONTAINMENT FOR THE VOLUME OF MATERIAL STORED. THE CONTRACTOR SHALL CLEAN UP ALL SPILLS THAT RESULT FROM THE CONTRACTOR'S ACTIONS OR ACTIVITIES, INCLUDING FAULTY EQUIPMENT. THE CLEANUP METHODS SHALL BE AS REQUIRED BY OR ACCEPTABLE OR THE CONTRACTING OFFICER OR THE CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE.
ALL EROSION AND SEDIMENT CONTROLS ON THE SITE ARE TO BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN ONE-HALF INCH OF RAIN PER 24 HOUR PERIOD. INSPECTION FREQUENCY MAY BE REDUCED TO AT LEAST ONCE EVERY MONTH IF THE ENTIRE SITE IS
TEMPORARILY STABILIZED OR RUNOFF IS UNLIKELY DUE TO WEATHER CONDITIONS.
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SWPPP NOTES
THIS PROJECT CONSISTS OF THE REPAIR AND/OR
REPLACEMENT OF STORM SEWER, UTILITIES, AND
AFFECTED SITE FEATURES AT WRIGHT-PATTERSON AIR
FORCE BASE, AREA B.
PROJECT DESCRIPTION
VICINITY MAP
REPAIR STORM DRAINS AREA B
NSP NSP SWS
CG101EROSION & SEDIMENT
CONTROL NOTES
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COORDINATOR
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ENGINEERING CHIEF
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DATE
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REVISION
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BY
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US
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AF
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WRIGHT-PATTERSON AIR FORCE BASE
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88TH ABW
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OF
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DESIGN CHIEF
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DATE
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DRAWN
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DESIGNED
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CHECKED
AutoCAD SHX Text 10/3/17
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FINAL DESIGN
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01 ODOT TYPE 2-2B CATCH BASIN N.T.S.
REPAIR STORM DRAINS AREA B
AJM NSP SWS
C-501CIVIL DETAILS
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COORDINATOR
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ENGINEERING CHIEF
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DATE
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REVISION
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BY
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NO.
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AF
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WRIGHT-PATTERSON AIR FORCE BASE
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88TH ABW
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OF
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DESIGN CHIEF
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DATE
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DRAWN
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DESIGNED
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CHECKED
AutoCAD SHX Text 10/3/17
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FINAL DESIGN
AutoCAD SHX Text A
AutoCAD SHX Text 10/3/17
AutoCAD SHX Text Permissible const. joint
AutoCAD SHX Text Grate
AutoCAD SHX Text Permissible const. joint
AutoCAD SHX Text Grate
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SCD NUMBER
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AutoCAD SHX Text
AutoCAD SHX Text CATCH BASINS No's 2-2A & B
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CB-1.1
AutoCAD SHX Text 7-20-01
AutoCAD SHX Text 7-19-02
AutoCAD SHX Text 7-15-05
AutoCAD SHX Text 7-20-12
AutoCAD SHX Text 1-18-13
AutoCAD SHX Text 1-15-16
AutoCAD SHX Text
STANDARD HYDRAULIC CONSTRUCTION DRAWING
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REVISIONS
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OFFICE OF HYDRAULICS ENGINEERING
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ROADWAY HYDRAULIC ENGINEER
AutoCAD SHX Text Jeffery E. Syar
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STATE OF OHIO DEPARTMENT OF TRANSPORTATION HYDRAULIC ENGINEER
AutoCAD SHX Text M. Cozzoli
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AutoCAD SHX Text 2-2A
AutoCAD SHX Text 2-2B
AutoCAD SHX Text Flowline
AutoCAD SHX Text Flowline
AutoCAD SHX Text B
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AutoCAD SHX Text A
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CATCH BASINS 2-2A & B:
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GRATE:
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"DRAINS TO WATERWAY"
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WALLS:
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CONCRETE:
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PRECAST BASE:
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LOCATION AND ELEVATION:
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MINIMUM DEPTH:
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OPENINGS:
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CONSTRUCTION INFORMATION
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SECTION A-A
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SECTION B-B
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SECTION C-C
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PLAN
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NOTES
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2-2B GRATE ELEVATION:
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CATCH BASIN
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OUTLET PIPE SIZE
AutoCAD SHX Text CATCH BASIN No. 2-2B
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"DUMP NO WASTE"
AutoCAD SHX Text Bottom slab may be precast separately and the outlet pipe placed on top or it with the bottom shaped to drain
AutoCAD SHX Text Grate
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
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AutoCAD SHX Text 2'-3.5"
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AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
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AutoCAD SHX Text 8"
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AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text All grate edges to be rounded ‚" radii
AutoCAD SHX Text 2'-3.5"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text Item 611 - Catch Basin, No. 2-2B.
AutoCAD SHX Text Minimum weight of grate, 120 lbs.
AutoCAD SHX Text 12" to 21"
AutoCAD SHX Text 12" to 21"
AutoCAD SHX Text
PAYMENT:
This sheet depicts Catch Basin 2-2B. See Sheet 1 of 2 for Catch Basin 2-2A. Furnish a design essentially the same and equally as strong as the one shown (see Construction Information table), or meet the requirements of CMS 711.14. Provide grate openings and dimensions as shown here unless otherwise shown in the plans. If necessary, bicycle safe grates will be specified in the plans. Furnish Neenah No. R-4859-C or East Jordan No. 5110 Type M3 bicycle safe grates or approved equals. Cast the following text into the top of the grate: and Print text in bold, capital letters at least " high. "WATERWAY" may be substituted with "STREAM", "RIVER", "LAKE", etc. Actual placement and logo may vary per manufacturer. Construct brick or cast-in-place walls with a nominal 8" thickness. Provide precast walls at least 6" thick with sufficient reinforcing to permit shipping and handling without damage. Use 4000 psi compressive strength for cast-in-place concrete. Meet the requirements of CMS 706.13 for all precast concrete and mark with the catch basin number. If a precast base is used, set it deep enough so that the top can be placed on the base to provide the grate elevation specified in the plans. Do not use brick layers to adjust the top elevation. When given on the plans, location and elevation are at the top center of the grate. When side openings are provided, the elevation is at the flow line of the side inlet. The minimum depth of CB No. 2-2B is the outside diameter (O.D.) of the outlet pipe plus 4". Place grate elevation 4" to 6" below normal ditch and return to normal 10' to 15' each side of inlet. Ensure pipe openings are the O.D. of the pipe being supplied plus 2" when fabricated or field cut. Fill any voids per C&MS 611. All materials and labor, including excavation and backfilling, are paid for under
1/4‚" RAD.
3" RAD.
SURFACE OF
PAVEMENT
PAVEMENT
TYPE 6
6"
5"
6"
NOTES
JOINTS: 1" EXPANSION JOINTS SHALL EXTEND UP TO THE TOP OF THE CURB AND SHALL
BE CONSTRUCTED IN THE CURB AND GUTTER SECTION IN SUCH A MANNER THAT THE
JOINT SEAL WILL EXTEND THE FULL WIDTH OF THE GUTTER AND INTO THE CURB FACE
A SUFFICIENT DISTANCE TO SEAL THE JOINT TO AN ELEVATION OF A LEAST 2" ABOVE
THE FLOW LINE OF THE GUTTER. DOWEL BARS SHALL BE USED IN THE CURB AND
GUTTER SECTION AT EXPANSION JOINTS AND TO THE SURFACE OF THE PAVEMENT.
TRANSVERSE EXPANSION JOINT MATERIAL SHALL MEET THE REQUIREMENTS OF ITEM
705.03.
TOLERANCES: DIMENSIONAL TOLERANCES ARE AS FOLLOWS:
CURBS:
-1
" TO +‚".
GUTTERS: 0 TO + ".
TOP OF PAVEMENT
SURFACE COURSE
PAVEMENT
V A
R I E
S
P E
R
P
A V
E M
E N
T
S E
C T
I O
N
1 2
TAPER CURB FROM FULL HEIGHT (6" ABOVE
PAVEMENT) TO 0" ABOVE PAVEMENT IN 6 FT.
COMPACTED
SUBGRADE FOR SUBGRADE
COMPACTION, SEE SPECIFICATION
SECTION 31 00 00.00 06.
9" ODOT 304
AGGREGATE BASE
2.5" ODOT 441 ASPHALT
CONCRETE INTERMEDIATE
COURSE, TYPE 2 (448)
PG64-22
ODOT 407
TACK COAT
0.055 GAL/SY
1.5" ODOT 441 ASPHALT
CONCRETE
SURFACE COURSE, TYPE 1,
(448) PG64-22
3 SUBGRADE COMPACTION - SEE SPECIFICATION 31 00 00
30 FT
(TYP.)
C.J.=CONTROL JOINT
E.J.=EXPANSION JOINT
E J
C J
C J
5 ft
(TYP.)
C J
E J
V A
R I E
S
ITEM 499 5" CONCRETE - 4000 PSI MINIMUM
JOINT (ODOT 705.03)
0.5" PREFORMED EXPANSION
0.25" RAD.
1" DEEP; TOOLED
0.25" R.
ITEM 703 4" NO. 57 LIMESTONE
VARIES - SEE PLANS
CURB - SEE
DETAIL 04/C-502
C.J.
2.0%
C J
C J
MAX
TYPICAL
CONCRETE WALK
CONSTRUCTION
℄ TOOLED C.J. OR
SAWCUT 032 DEEP
6"
NORMAL WIDTH OF PAVEMENT
FACE OF CURB
T Y
P
P A
V E
M E
N T
S E
C T
I O
N
P
E R
P
L A
N
COMPACTED
SUBGRADE
#57 LIMESTONE
2% SLOPE
A S
R E
Q D
NOT TO SCALE
CONCRETE SIDEWALK SECTION
NOT TO SCALE
SIDEWALK EXPANSION JOINT
NOT TO SCALE
SIDEWALK CONTROL JOINT
NOT TO SCALE
SIDEWALK COLD JOINT
0.25" RAD.
1" DEEP; TOOLED
#4 SMOOTH STEEL ROD, 2.0' LONG
WITH SLEEVE AND DOWEL CAP (2.0' O.C.)
ROD SHALL BE GREASED ON SIDE
INSERTED INTO CAP
N.T.S.
BARRIER CURB - ODOT TYPE 6
CURB TAPER
N.T.S.
CONCRETE SIDEWALK
N.T.S.
ASPHALT PAVEMENT
MONOLITHIC CURB & WALK
N.T.S.
S E
E
P
L A
N S
SEE DETAIL 03/C-502 FOR
CONCRETE CURB.
A.
NOTES:
REPAIR STORM DRAINS AREA B
AJM NSP SWS
C-502
CIVIL DETAILS
PERFORATE MANHOLE BOTTOM
TO PROMOTE DRAINAGE (TYP.
ALL ABANDONED MANHOLES)
PLUG WITH APPROVED PRECAST
STOPPERS FROM INTERIOR OF
MANHOLE OPENING AS PER ODOT 202
AND SEAL WITH WITH FLOWABLE FILL
AS PER ODOT ITEM 613 LOW
STRENGTH MORTAR
FILL MANHOLE
INTERIOR W/
COMPACTED
GRANULAR
MATERIAL OR
TOPSOIL TO
THE LIMIT
INDICATED
(TYP. ALL
MANHOLES
TO BE
ABANDONED)
RIM AND COVER
EXISTING PAVED SURFACE
REPAVE PER DETAILS
REMOVE TOP OF MANHOLE SECTION TO LIMITS
INDICATED, (TYP. ALL ABANDONED MANHOLES).
IN NON-PAVED AREAS FILL WITH TOP SOIL, IN
PAVED AREAS FILL CAVITY WITH COMPACTED
GRANULAR MATERIAL
MANHOLE/SEWER LINE ABANDONMENT
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COORDINATOR
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ENGINEERING CHIEF
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DATE
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REVISION
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BY
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NO.
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DATE
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NO.
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BY
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WRIGHT-PATTERSON AIR FORCE BASE
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88TH ABW
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OF
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DESIGN CHIEF
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DATE
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DRAWN
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DESIGNED
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CHECKED
AutoCAD SHX Text 10/3/17
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FINAL DESIGN
AutoCAD SHX Text A
01 MANHOLE - ODOT TYPE 3 N.T.S.
AJM NSP SWS
C-503CIVIL DETAILS
AutoCAD SHX Text
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STATE OF OHIO DEPARTMENT OF TRANSPORTATION
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SCD NUMBER
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AutoCAD SHX Text __________MANHOLE_No._3__________
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REVISIONS
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MH-1.2
AutoCAD SHX Text _7-20-01
AutoCAD SHX Text _7-19-02
AutoCAD SHX Text _7-15-05
AutoCAD SHX Text _1-20-06
AutoCAD SHX Text
STANDARD HYDRAULIC CONSTRUCTION DRAWING
AutoCAD SHX Text
ROADWAY HYDRAULIC ENGINEER
AutoCAD SHX Text
STATE HYDRAULIC ENGINEER
AutoCAD SHX Text Matt Cozzoli
AutoCAD SHX Text
OFFICE OF HYDRAULIC ENGINEERING
AutoCAD SHX Text 7-20-12
AutoCAD SHX Text 1-18-13
AutoCAD SHX Text 1-15-16
AutoCAD SHX Text 4:1
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BASE:
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GENERAL:
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TOP:
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TRANSITION (OR REDUCER):
AutoCAD SHX Text This section can be either eccentric cone or flat slab.
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RISER SECTIONS:
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CONNECTIONS:
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JOINT SEAL:
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OPENINGS:
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MATERIALS:
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STEPS, FRAMES AND COVERS:
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TOP SLAB REBAR:
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BASE I.D.
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SIZE
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MAX. PIPE
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MAXIMUM PIPE SIZES
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LEGEND
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NOTES
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ALTERNATE CORNER DETAIL
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SECTION VIEWS OF REINFORCED PRECAST MANHOLES
AutoCAD SHX Text Min. "t" (see table)
AutoCAD SHX Text As per CMS 706.13
AutoCAD SHX Text Eccentric transition
AutoCAD SHX Text Riser
AutoCAD SHX Text Base
AutoCAD SHX Text Base
AutoCAD SHX Text Bottom channel
AutoCAD SHX Text Bottom channel
AutoCAD SHX Text (see table)
AutoCAD SHX Text Max. Pipe Size
AutoCAD SHX Text 4:1
AutoCAD SHX Text Base I.D.
AutoCAD SHX Text of step spacing
AutoCAD SHX Text Lengths are multiples
AutoCAD SHX Text Step (Typ.)
AutoCAD SHX Text Frame and cover
AutoCAD SHX Text Mortar
AutoCAD SHX Text Grade rings, bricks or other approved method (if needed)
AutoCAD SHX Text Mortar
AutoCAD SHX Text Risers
AutoCAD SHX Text Grade rings, bricks or other approved method (if needed)
AutoCAD SHX Text Frame and cover
AutoCAD SHX Text Step (Typ.)
AutoCAD SHX Text Lengths are multiples of step spacing
AutoCAD SHX Text Lengths are multiples of step spacing
AutoCAD SHX Text Location of station and offset for manhole
AutoCAD SHX Text As per CMS 706.13
AutoCAD SHX Text Location of station and offset for manhole
AutoCAD SHX Text As per CMS 706.13
AutoCAD SHX Text
SEE TABLE FOR MAXIMUM PIPE SIZES
AutoCAD SHX Text See ALTERNATE CORNER Detail
AutoCAD SHX Text 16" max.
AutoCAD SHX Text 12" min. 16" max.
AutoCAD SHX Text 48" dia.
AutoCAD SHX Text 5" min.
AutoCAD SHX Text 32" min.
AutoCAD SHX Text Opening plus 6" min.
AutoCAD SHX Text 6" min.
AutoCAD SHX Text 24" max.
AutoCAD SHX Text O.D. + 2" opening
AutoCAD SHX Text 60" to 108" PRECAST BASE
AutoCAD SHX Text
48" PRECAST BASE
AutoCAD SHX Text
FOR 30" AND SMALLER PIPE
AutoCAD SHX Text 5" min.
AutoCAD SHX Text 24" max.
AutoCAD SHX Text O.D. + 2" opening
AutoCAD SHX Text 48" dia.
AutoCAD SHX Text 6" min.
AutoCAD SHX Text Opening + 6" min.
AutoCAD SHX Text 30" I.D. max.
AutoCAD SHX Text 12" min. 16" max.
AutoCAD SHX Text 16" max.
AutoCAD SHX Text 60" 72" 84" 90" 96" 108"
AutoCAD SHX Text 5" 6" 7" 7 " 8" 9"
AutoCAD SHX Text 36" 48" 54" 60" 66" 72"
AutoCAD SHX Text With normal soil and site conditions, this standard precast manhole may be used for any required manhole depth. Cast and assemble sections of the precast manhole with either all tongue or all groove ends up. Lift holes may be provided in each section for handling. Leave handling device for the flat slab in place.
AutoCAD SHX Text Provide a flat slab for this section unless an eccentric cone is specified.
AutoCAD SHX Text Manhole No. 3 is shown with a monolithic floor and riser which may be cast in one or two operations. A permissible al- ternate is to cast and ship the floor and barrel separately. Provide openings for inlet and outlet pipes, either when the unit is cast or later, to meet project requirements. Bottom channels may be formed of concrete, precast in the base or field constructed.
AutoCAD SHX Text Openings for 18" and smaller inlet pipes may be either prefabricated or cut in the field provided the sides of the pipe at the springline do not project into the manhole.
AutoCAD SHX Text Connections between precast manhole sections and pipes on sanitary sewers may be sealed with resilient connectors conforming to ASTM C 923.
AutoCAD SHX Text Furnish resilient seal between precast manhole sections on sanitary sewers and flexible gasket joints per CMS 706.11.
AutoCAD SHX Text Provide materials for bases and other precast sections, including reinforcement not specified here, that meet the requirements of CMS 706.13.
AutoCAD SHX Text Meet the requirements shown on
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SCD MH-1.1.
AutoCAD SHX Text Use epoxy coated reinforcing steel within the top slab.
AutoCAD SHX Text Reconstruction to grade only. Approved materials are kept on file by the Office of Materials Management.
AutoCAD SHX Text Ensure pipe openings are the O.D. of the pipe being supplied plus 2" when fabricated or field cut. Fill any voids per C&MS 611.
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COORDINATOR
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ENGINEERING CHIEF
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DATE
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REVISION
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BY
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NO.
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DATE
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NO.
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REVISION
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BY
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AutoCAD SHX Text V
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AutoCAD SHX Text L
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AutoCAD SHX Text E
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US
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AF
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WRIGHT-PATTERSON AIR FORCE BASE
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88TH ABW
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OF
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DESIGN CHIEF
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DATE
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DRAWN
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DESIGNED
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CHECKED
AutoCAD SHX Text 10/3/17
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FINAL DESIGN
AutoCAD SHX Text A
01 MANHOLE - ODOT TYPE…
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