Project_Drawing_Set_2_of_3.pdf

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Attached to
Repair Storm Drains WPAFB Area B Federal contract opportunity
Solicitation number
FA8601-18-B-0002
Issued by
Department of the Air Force Materiel Command Lifecycle Management Center Wright Patterson Air Force Base

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From the source

Attachment 2 Drawing Set 2 of 3 for FA8601-18-B-0002

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RFI_Answers_Set_3_thru_6.docx DOCX document
Site_Visit_Attendance_Sheet.pdf PDF
090235_PreAward_RFIs_set_2.docx DOCX document
090235_-_RFI_1_-_Summary_of_Structures_Pipes.xlsx XLSX spreadsheet
Wage_Determination_OH20180002.pdf PDF
BID_SCHEDULE.doc DOC document
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Project_Drawing_Set_3_of_3.pdf PDF
Specifications.pdf PDF
IFB_FA8601-18-B-0002.docx DOCX document
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799.45 798.62

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795.96 796.16

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MONAHAN WAY

FIFTH STREET

SIXTH STREET

B S

TR

EE

T

D S

TR

EE

T

E S

TR

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F S

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56 57

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18-A18-D

18-G

18-B

18-E

20 20A

71 71 A

71 B 71D

18-C

11A

18H

CUx

791.95

795.82

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SD

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SD

SD

SD

SD

SD

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SD

REPAIR STORM DRAINS AREA B

N

120' 240'60'

SCALE: 1 INCH = 120 FEET

120' 0'

C-100OVERALL SITE PLAN

AJM AJM SWS

C-101 C-102 C-103 C-104

C-105 C-106 C-107 C-108

C-113 C-114 C-115 C-116

C-109 C-110 C-111 C-112

C-117 C-118 C-119 C-120

NOTES:

FOUR INSTALLATION RESTORATION

PROGRAM (IRP) AREAS HAVE BEEN

INDICATED ON THE DRAWINGS WHERE WORK

WILL BE PERFORMED INVOLVING

EXCAVATION ACTIVITIES.

THREE "PREVIOUS IRP ENVIRONMENTAL

RESTORATION AREAS" UNDERWENT

REMEDIATION FOR CONTAMINATED SOILS,

ASSESSED, AND DETERMINED TO BE

CLEANED.

THE AREA SOUTH OF BUILDING 56, SHEET

C-111, IS CURRENTLY IN THE EARLY STAGES

OF INVESTIGATION FOR CONTAMINATED

SOIL.

SEE SHEET C-001, NOTE AE FOR CONTACT

INFORMATION.

LEGEND:

PREVIOUS IRP ENVIRONMENTAL

RESTORATION AREAS

IRP AREA UNDER INVESTIGATION

CLIENT COMMENT REVISION10/25/17

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WRIGHT-PATTERSON AIR FORCE BASE

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88TH ABW

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790.62

791.62

790.55

791.79

790.69 791.22

791.20

791.28

789.96

790.45 792.25

791.18

790.51

791.23

792.15

791.20

792.47

793.19

788.42

788.36

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MH20009

MH20008

MH20007

MH20006CB20008

CB20007

CB20010

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MH20149

CB20009

CB20012

CB20011

SD

x

SD

x

SDx SDx SDx SDx

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x

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(96.1 LF)

1 TAP

" R

C

PPB

10" VC

P

" V

CP

CIPP

(58.4 LF)

0 TAPS

N CONTRACTOR SHALL

REMOVE BROKEN

PIPE FROM MANHOLE

18" RCP

AB

12" RCP

(28 LF)

AB

12" RCP

(38 LF)

12" RCP12" R

C

P

24" PVC

(62.1 LF)

0 TAPS

OTR

NSEE SHEET C-201

FOR PROFILE

(7' DIA)

12" PVC

(77.1 LF)

0 TAPS

NSEE SHEET C-201

FOR PROFILE

AB

10" VCP

(47.5 LF)

AB

10" VCP

(62 LF)

" R

C P

CIPP

(60.2 LF)

0 TAPS

15" RCP

" R

CP

HC

48" RCP

(102.9 LF)

N

" R

C P

ABANDON MANHOLEN

ABANDON MANHOLEN

11A14

MONAHAN WAY

B

ST

R

EE

T

SEE NOTE 1N

(5' DIA)

NOTP

IRP AREA

SEE SHEET C-100

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

11A14

MONAHAN WAY

B

ST

R

EE

T

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

MATCHLINE - SEE SHEET C-105

C-101REHABILITATION PLAN

JDJ NSP SWS

C-101 C-102 C-104

C-105 C-106 C-107 C-108

C-109 C-110 C-111 C-112

C-113 C-114 C-115

C-117 C-119 C-120

C-116

C-118

C-103

NOTES:

1. CONTRACTOR SHALL LOCATE THE

CONNECTIONS OF THE BUILDING 11

ROOF DRAINS BETWEEN MH20005 AND

MH20008 AND EXTEND THEM TO THE

NEW LINE.

CLIENT COMMENT REVISION10/25/17

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10/3/17

793.19 793.17

792.19

791.56

792.47

792.99

794.91

793.83 793.68

793.36

796.06 795.48

794.99 795.04

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PB

" R

C P

(24.8 LF)

0 TAPS

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12" HDPE

(180.8 LF)

0 TAPS

N

12" VCP

" R

CP

HC

48" CP

(319.3 LF)

N

" C

P

D S

TR

EE

T 11A

MONAHAN WAY

48" CP

(319.3 LF)

D S

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M

AT

C H

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N

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- S

EE

S

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EE

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ATC

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-101

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JDJ NSP SWS

N 20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

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

C-102

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

C-101 C-103 C-104

C-105 C-106 C-107 C-108

C-109 C-110 C-111 C-112

C-113 C-114 C-115

C-117 C-119 C-120

C-116

C-118

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 D

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

AutoCAD SHX Text C

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AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text L

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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

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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

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DESIGN CHIEF

AutoCAD SHX Text

DATE

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DRAWN

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DESIGNED

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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

CB

798.00

798.86

798.40

798.39

796.46

801.03

804.10

808.43

810.23

807.04806.68

807.52

807.26

810.98 804.14

801.25

805.33 802.05

801.93

HPS

HPS

HPS

HPS

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

HPS

HPS

H P S

Ex

E x

E

ESx

E S x

E S x

ESx

E S x

E S x

E S x

E S x

ESx

E S x

E S x

E S x

ES

x E S x

ESx

E S x

E S x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

GxGxGxGx

Gx

GxGx

G x

G x

G x

G x

G x

G x

G x

G x

Gx

GxGxGxGx

SSx

S S x

S S x

S S x

S S x

S S x

SS

x

SS

x

S S x S S x

S S x

S S x

S S x

S S x

S S x

S S x

WxWxWxWxWxWxWxWxWxWxWxWxWxWxWxWx

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

Wx Wx Wx Wx Wx

WxWxWxWxWxWxWxWxWxWx

W x

W x

W x

WxWxWxWxWxWxWxWxWx

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx

811.14

809.80 x

SD

x

SDx SDx x

SD

x

SD

x

SDx SDx SDx SDx

SDx

SDx

SDx

SDx SDx

SD

x

SD

x

MH20088

MH20083

MH20082

CB20074

CB20073

CB20072

MH20084 MH20085

CB20076

CB20081

MH20081

MH20089

SD

x

SD x

SD x

SDx SDx

SDx SDx SDx

SDx

SD

x

SD

x

SD

x

SD

SDx

SD

x SD x

SD

x

SD

x

SD

x

MH20079

MH20078

MH20080

CB20075

MH20158

SD

x

SD

x

SDx SDx SDx SDx

SD

x

SD

x

SD

x

SD

x

SD

x

795.82

SS x

SS x

" V

C P

N

N

S D

S D

SD

S D

SD SD SD SD

SD

SD

SD

SD

S D

S D

SD SD SD

SD SD SD

S D

S D

SD SD SD SD

S D

S D

SD SD SD SD

CB20173

S D

S D

10" VCP

" V

C P

18" HDPE

(98.6 LF)

2 TAPS

PB

" C

MP

12" RCP

(161.7 LF)

UNKNOWN TAPS

OTR

(4' DIA)

NEW MH20164 N

SEE SHEET C-202

FOR PROFILE

N

NEW MH20163 N

18" PVC

(145.4 LF)

3 TAPS

OTR

12" VCP

" C

M P

18" RCP

(33.9 LF)

0 TAPS

OTR

" C

M P

(4' DIA)

12" VCP

AB

18" CMP

(77.7 LF)

N

AB

18" CMP

(54.8 LF)

N

10" HDPE

(145.9 LF)

3 TAPS

PB

CIPP

(23.8 LF)

0 TAPS

12" RCP

" D

IP

12" PVC

(11.5 LF)

0 TAPS

OTR

18" PVC

(117.7 LF)

UNKNOWN TAPS

OTR

15" VCP

18" PVC

(11 LF)

0 TAPS

OTR

" R

C P

18" PVC

(52.6 LF)

OTR

UNKNOWN TAPS

15" VCP

N

18" HDPE

(130.9 LF)

0 TAPS

PB

(4' DIA)

(4' DIA)

(6' DIA)

(4' DIA)

(4' DIA)

SEE SHEET C-201

FOR PROFILE

N

SEE SHEET C-201

FOR PROFILE

SEE SHEET C-203

FOR PROFILE

SEE SHEET C-201

FOR PROFILE

N

" V

C P

12" VCP

18" HDPE

(94.1 LF)

3 TAPS

PB

" V

C P

MONAHAN WAY

E S

TR

EE

T

F S

TR

EE

T

39 91

17 56

HPS HPS HPS HPS HPS HPS HPS HPS HPS

HPS HPS HPS HPS HPS HPS HPS HPS HPS HPS

H

PS

H

PS

H

PS

H

PS

H

PS

H

PS

12" RCP

(24.3 LF)

0 TAPS

(4' DIA)

(48"X48")

NSEE SHEET C-203

FOR PROFILE

NSEE SHEET C-201

FOR PROFILE

NOTP N

(5' DIA)

(4' DIA)

AB

12" CMP

(277.4 LF)

N

12" RCP

(42.6 LF)

0 TAPS

OTR

N SEE SHEET C-203

FOR PROFILE

12" CMP

CB20175N

N: 656827.24 E: 1520364.55N: 656802.50

E: 1520213.99

IRP AREA

SEE SHEET C-100

MONAHAN WAY

E S

TR

EE

T

F S

TR

EE

T

39 91

17 56

REPAIR STORM DRAINS AREA B

M

AT

C H

LI

N

E

- S

EE

S

H

EE

T C

-1

MATCHLINE - SEE SHEET C-107

M

ATC

H

LIN

E - SEE SH

EET C

-102

C-103REHABILITATION PLAN

JDJ NSP SWS

20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

N

C-103C-102C-101 C-104

C-105 C-106 C-107 C-108

C-109 C-110 C-111 C-112

C-113 C-114 C-115

C-117 C-119 C-120

C-116

C-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

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 REVISION10/25/17

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

CB

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

CB

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

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

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

811.72

814.51

824.02

827.37

827.29

826.56

836.93

837.01

814.80

824.79

828.12

828.41 829.60

822.24814.01

812.46

810.23

X

X X

X X

H P S

H P S

HPSHPSHPS

H P S

H P S

H P S

H P S

H P S

H P S

HPSHPSHPS

H P S

H P S

H P S

H P S

H P S

H P S

HPSHPSHPS

H P S

H P S

H P S

H P S

H P S

H P S

HPS HPS HPS

HPS

HPS

HPS

H P S

H P S

HPS HPS HPS

HPS

HPS

HPS

H P S

H P S

HPS

HPS

HPS

H P S

H P S

HPS HPS HPS

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

E x

E x

E x

E x

Ex Ex

Ex

E x

E x

ExExEx

ExExExExEx

E x

E x

ExExEx

ExExExExEx

Ex Ex ExEx Ex ExESx ESx ESx ESx ESx

ESx

ESx

ESx

ESx

ESx

ESx

ESx

E x

E x

E x

Wx

Wx

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

WxWxWxWx

W x

W x

W x

Wx

Wx

Wx Wx Wx Wx Wx

Wx Wx

Wx Wx

Wx Wx

Wx

W x

W x

W x

W x

W x

Wx

W x

W x

W x

W x

W x

W x

WxWx

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx

SSx

SS

x

SS

x

SS

x

SS

x

SS

x

812.68

811.14

812.63

815.10

SD x

SDx SDx SDx

SD

x

CB20082

MH20094

MH20097 CB20083

CB20084

CB20085

MH20099

MH20096

MH20095

SD

x

SDx SDx SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx SDx SDx SDx SDx SDx SDx

CB20150

MH20093

S-CB-F2G

S-CB

S-CB

S-CB

S-CB

S-CB

S-CB

CUx CUx

SS

x

SS

x

SS

x

12" RCP

(21.4 LF)

0 TAPS

10" DIP

(18.8 LF)

0 TAPS

OTR

" R

CP

(48"X36")

(5' DIA)

N

SEE SHEET C-203

FOR PROFILE

N

SEE SHEET C-203

FOR PROFILE

N

(32"X32")

S D

S D

SD SD SD SD SD SD SD

S D

CB20163

S D

S D

" R

CP

AB

12" RCP

(16.2 LF)

N

CIPP

(71.8 LF)

0 TAPS

N

" R

C P

CIPP

(298.6 LF)

4 TAPS

N

15" RCP

12" VCP

SEE SHEET C-201

FOR PROFILE

N

(48"X48")

SEE SHEET C-201

FOR PROFILE

N

18" RCP

(32.4 LF)

UNKNOWN TAPS

(RELOCATE TAPS FROM EXISTING

LINE TO NOTP LINE)

" R

C P

MONAHAN WAY

57 G S

TR

EE

THPS

HPS

H

PS

H

PS

H

PS

HPS

HPS

18" RCP

(84.6 LF)

UNKNOWN TAPS

(RELOCATE TAPS

FROM EXISTING

LINE TO NOTP

LINE)

SEE SHEET C-201

FOR PROFILE

N

(48"X48") N

NOTP N

NOTPN

NOTPN

NEW MH20165

NEW CB20174

N: 656692.87 E: 1520625.07

N: 656822.13 E: 1520671.99

MONAHAN WAY

57 G S

TR

EE

T

MH20098

SDxSD

REPAIR STORM DRAINS AREA B

N 20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

MATCHLINE - SEE SHEET C-108

M

ATC

H

LIN

E - SEE SH

EET C

-103

C-104REHABILITATION PLAN

JDJ NSP SWS

MATCHLINE - SEE INSET, THIS SHEET

C-104C-104C-101 C-103C-102

C-105 C-106 C-107 C-108

C-109 C-110 C-111 C-112

C-113 C-114 C-115

C-117 C-119 C-120

C-116

C-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

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

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text D

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text D

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text D

AutoCAD SHX Text

COORDINATOR

AutoCAD SHX Text

ENGINEERING CHIEF

AutoCAD SHX Text

DATE

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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

792.00

793.04

792.96 792.45

792.26

792.11 792.48

793.46

787.98

788.27

793.43

ESx

E S x

E S x

E S x

E S x

E S x

E S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

SSx

SS

S S x

S S x

S S x

S S x

S S x

S S x

S S x

SSx

Wx Wx

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

Wx Wx

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

Wx WxWx Wx

SS

x

SS

x

792.75

793.45

792.58 793.90

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx

SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

MH20005

MH20003

SDx

SDx

CB20003

CB20004 CB20005

CB20006

SD

x

SD x

MH20017

MH20004

SD

x

MH20150

MH20002

MH20004

792.71

792.83

S-MH

S-CB

S-CB

791.95

EX. PEDESTRIAN TUNNEL

EX

PE

D

ES

TR

IA

N

T U

N N

EL

SDSD SD

S D

SD

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

PB 12" RCP

10" VC

P

" R

C P

PB

" R

CP

(4' DIA)

12"HDPE

(47.5 LF)

0 TAPS

12"HDPE

(44 LF)

0 TAPS

" R

C P

HC

48" RCP

(389.5 LF)

N

A S

TR

EE

T

14 11

IRP AREA

SEE SHEET C-100

48" RCP

(389.5 LF)

A S

TR

EE

T

14 11

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

MATCHLINE - SEE SHEET C-109

M

ATC

H

LIN

E - SEE SH

EET C

-101

C-105REHABILITATION PLAN

JDJ NSP SWS

MATCHLINE - SEE SHEET C-101

C-105

C-104C-101 C-103C-102

C-106 C-107 C-108

C-109 C-110 C-111 C-112

C-113 C-114 C-115

C-117 C-119 C-120

C-116

C-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

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 REVISION10/25/17

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

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 D

AutoCAD SHX Text

CB

AutoCAD SHX Text

CI

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

CI

799.45 798.62

799.52

799.48 798.81

799.30

799.59799.08

796.32

798.90

799.14

796.20793.43

794.55 795.77

799.37

H P S

H P S

H P S

H P S

H P S

H P S

H P S

HPSHPSHPS

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

HPSHPSHPS

HPS HPS

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

HPSHPS

H P S

HPS

HPS

H P S

HPS HPS

HPS HPS

HPS HPS HPS

H P S

H P S

HPS HPS

H P S

H P S

H P S

H P S

H P S

H P S

H P S

HPS HPS

E x

E x

E x

Ex Ex

Ex

Ex Ex

ExEx

E x

E x

ESx

G x

GxGxGx

GxGxGxGx Gx

G x

S S x

SSx

SSx SSx SSx

S S x

S S x

S S x

S S x

S S x

SSx

SSx SSx

S S x

Wx

W x

Wx

W x

Wx Wx Wx Wx Wx

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

Wx

Wx

Wx

Wx Wx

Wx Wx Wx

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

Wx

799.04

798.97

SD

x

SD

x

SD

x

SDx SDx SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SDx SDx SDx

MH20014

MH20015

MH20016

MH20058

CB20058

CB20056

CB20057

MH20055

CB20060

MH20059

MH20056

SD

x

SD

x

MH20054

SD

x

SD

x

SDx SDx SDx

SD

x

SD

x

CB20055 CB20054

MH20057

S-CB

xx

" R

C P

12" HDPE

PB

UNKNOWN TAPS

(114.6 LF)

CIPP

(27.2 LF)

0 TAPS

12" RCP

CIPP

(38.7 LF)

0 TAPS

12" R C

P

12" HDPE

PB

1 TAP

(92.2 LF)

12" VCP

CIPP

(56.2 LF)

0 TAPS

12" R C

P

12" RCP

N

N

CIPP

(28.4 LF)

0 TAPS

N

" R

C P

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

SD

SD

S D

S D

N CONTRACTOR TO

REMOVE BROKEN

PIPE SECTION FROM

MANHOLE

N

12" R C

P

" R

C P

CIPP

(103 LF)

0 TAPS

N

C-105

D S

TR

EE

T

C-105

D 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

E

- S

EE

S

H

EE

T C

-1

MATCHLINE - SEE SHEET C-110

M

ATC

H

LIN

E - SEE SH

EET C

-105

C-106REHABILITATION PLAN

JDJ NSP SWS

MATCHLINE - SEE SHEET C-102

C-106C-105

C-104C-101 C-103C-102

C-107 C-108

C-109 C-110 C-111 C-112

C-113 C-114 C-115

C-117 C-119 C-120

C-116

C-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

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 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

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

800.20

799.33

799.39

799.54

799.54

811.06

810.69

810.88

810.80

807.08

807.10

811.30

801.20 801.42 801.27

806.80

806.70

801.21

801.14

801.12

C U x C

U x

C U x

X

X

HPSHPSHPSHPSHPSHPSHPS

HPS

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

HPSHPSHPSHPSHPSHPSHPS

H P S

H P S

HPS HPS HPS

HPSHPSHPS

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

E x

E x

E x

E x

E x

Ex

G x

G x

G x

G x

G x

G x

GxGxGxGxGxGxGxGxGxGx x SSx SSx SSx SSx SSx

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S

SSx SSx SSx

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

Wx

Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

Wx

Wx

Wx

W x

W x

W xW x W x

W x

Wx Wx Wx

W x

Wx

W x

W x

Wx

811.60

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

SD

x

SD

x

SD

x

MH20091

MH20087

MH20090

MH20086

SDx SDx SDx

SD

x

SD

x

SD

x

SDx

SD x

SD

x

SD

x

SD

x

SD

x

CB20077

CB20078

MH20143

MH20160

MH20161

CB20160

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

811.16

810.83

S-CB

S-CB

S-CB

S-MH

S-MH

S-CB

S-CB

S-CB

S-CB

C U x C

U x

" C

M P

" V

C P

" C

M P

" C

M P

" C

M P

" V

C P

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

PB

12" HDPE

(334.8 LF)

UNKNOWN TAPS

(156 LF FROM

MH20085)

TO ADDRESS

INTRUDING

OBSTACLE

PR

AB

18" CMP

(155.5 LF)

(216.9 LF FROM

MH20085)

TO ADDRESS

INTRUDING

ATTACHED

ENCRUSTATION

PR

N

AB

15" CMP

(204 LF)

N

AB

12" PVC

(25 LF)

N

AB

8" VCP

(25 LF)

N

AB

10" PVC

(25 LF)

N

AB

8" VCP

(25 LF)

N

E S

TR

EE

T

12" HDPE

(334.8 LF)

UNKNOWN TAPS

(156 LF FROM

MH20085)

TO ADDRESS

INTRUDING

OBSTACLE

PR

18" CMP

(155.5 LF)

(216.9 LF FROM

MH20085)

TO ADDRESS

INTRUDING

ATTACHED

ENCRUSTATION

PR

15" CMP

(204 LF)

12" PVC

(25 LF)

8" VCP

(25 LF)

10" PVC

(25 LF)

8" VCP

(25 LF)

E 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

E

- S

EE

S

H

EE

T C

-1

MATCHLINE - SEE SHEET C-111

M

ATC

H

LIN

E - SEE SH

EET C

-106

C-107REHABILITATION PLAN

JDJ NSP SWS

MATCHLINE - SEE SHEET C-103

C-107C-106C-105

C-104C-101 C-103C-102

C-108

C-109 C-110 C-111 C-112

C-113 C-114 C-115

C-117 C-119 C-120

C-116

C-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

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

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

841.74

841.81

838.91

838.74

840.74

839.41 839.27839.08832.58

814.82

824.54

824.89

827.32 832.73

811.06

810.69

810.88

810.80

X X

X X

X

H P S

H P S

H P S

HPS HPS

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

HPS HPSHPS HPS

HPS

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S E x E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

Ex Ex

E x

E x

Ex Ex

E x

E S x

E S x

ESx

E x

E x

E x

E x

E x

E x

E x

E x

SSxSSx

SSx SSx SSx SSx SSx SSx

WxWx

WxWxWxWxWx

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x x W x

W x

W x

W x

W x

W x

W x

W x

Wx Wx Wx

WxWxWxWx

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

Wx

SS

x

SS

x

SSx SSx SSx SSx

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

SSx SSx

SS

x

SS

x

SS

x

SDx SDxSDx SDx

SDx

SDx

SDx SDx SDx

SD

x

SD

x

CB

20088

CB20089

CB20091

CB20092

MH20100

CB20090

CB20094CB20093

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx SDx SDx SDx

SDx SDx

CB20086

MH20101

CB20087

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

CB20149

825.16

814.97

SDx SDx SDx SDx SDx

815.52

SD

x

SD

x

SD

S-CB

S-CB

S-CB

S-CB S-MH

S-CB

S-CB

S-CB

S-CB

E x

E x

E x

E x

E x

E x

E x

E x

OTR

15" VCP

15" PVC

(63.8 LF)

UNKNOWN TAPS

CIPP

15" VCP

(21.4 LF)

0 TAPS

CIPP

(22.8 LF)

0 TAPS

12" RCP

12" RCP

PB

15" VC

P

15" HDPE

(214 LF)

UNKNOWN TAPS

PB

10" VC

P10" HDPE

(202 LF)

3 TAPS

24" CMP

N

SD SDSD SD

S D

S D

S D

S D

S

D SD

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

CB20164

CB20165

CB20166

CB20167

S D

S D

S D

S D

OTR

24" RCP

(60.2 LF)

UNKNOWN TAPS

(96"X36")

NSEE SHEET C-203

FOR PROFILE

N

(4' DIA)

N

(6' DIA)

OTR

12" RCP

(18.7 LF)

0 TAPS

NSEE SHEET C-203

FOR PROFILE

N ABANDON

MANHOLE

(48"X36") (48"X48")(48"X36")

NSEE SHEET C-201

FOR PROFILE

NSEE SHEET C-203

FOR PROFILE

OTR

15" PVC

(61.2 LF)

1 TAP

15" VCP

18" RCP

(147.6 LF)

1 TAP

(RELOCATE

TAPS FROM

EXISTING LINE

TO NOTP LINE)

(32"X32")

15" RCP

(80.6 LF)

UNKNOWN TAPS

(RELOCATE

TAPS FROM

EXISTING LINE

TO NOTP LINE)

(32"X32")

18" RCP

(123.7 LF)

UNKNOWN TAPS

(RELOCATE

TAPS FROM

EXISTING LINE

TO NOTP LINE)

(32"X32")

N SEE SHEET C-201

FOR PROFILE

N SEE SHEET C-201

FOR PROFILE

N SEE SHEET C-201

FOR PROFILE 42

" R C

P

HC

42" RCP

(239.6 LF)

N

HC

42" RCP

(126.1 LF)

N

" R

C P

57F S

TR

EE

T

G S

TR

EE

T

NOTPN

NOTPN

NOTPN

(32"X32")

NEW MH20166

NEW MH20167

N: 656437.06 E: 1520814.78

N: 656525.58 E: 1520936.03

57F S

TR

EE

T

G S

TR

EE

T

REPAIR STORM DRAINS AREA B

N 20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

MATCHLINE - SEE SHEET C-112

M

ATC

H

LIN

E - SEE SH

EET C

-107

C-108REHABILITATION PLAN

JDJ NSP SWS

MATCHLINE - SEE SHEET C-104

C-108C-107C-106C-105

C-104C-101 C-103C-102

C-110 C-111 C-112

C-113 C-114 C-115

C-117 C-119 C-120

C-116

C-118

C-109

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

CB

AutoCAD SHX Text D

AutoCAD SHX Text D

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CB

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CI

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COORDINATOR

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ENGINEERING CHIEF

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BY

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NO.

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BY

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AutoCAD SHX Text N

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US

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AF

AutoCAD SHX Text W

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AutoCAD SHX Text A

AutoCAD SHX Text F

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AutoCAD SHX Text

WRIGHT-PATTERSON AIR FORCE BASE

AutoCAD SHX Text

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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AutoCAD SHX Text 10/3/17

AutoCAD SHX Text D

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CB

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3.

794.66

794.94

794.04

794.16

794.65

794.65

794.81

794.80

794.96

793.82

793.24

795.43

793.42794.09

794.02

794.32

794.84 794.76

794.42

796.00

795.46

5.

HPS

HPS

HPS

HPSHPS

H P S

H P S

H P S

H P S

HPS

HPS

HPS

H

PS

H P S

H P S

HPS

HPS

HPS

HPS

HPS

HPS

H

PS

H P S

H P S

HPSHPS

H P S

H P S

H P S

H P S

HPSHPS

H P S

H P S

H P S

H P S

H

PS

H P S

H P S

E x

E x

E x

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E S x

ES

x

E S x

E S x

E S x

ES x

E S x

ESxESx

G x

S S x

S S x

SSx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

WxWxWxWxWxWxWxWxWxWxWxWxWxWx

W x

W x

W x

W x

W x

W x

WxWxWxWx

W x

W x

W x

W x

W x

W x

W x

W x

W x

Wx

WxWxWxWxWxWx

Wx Wx Wx Wx Wx Wx Wx

Wx

W x

W x

W x

W x

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W x

Wx Wx Wx Wx Wx Wx Wx Wx

Wx

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

Wx

795.73

793.90

795.99

SD

x

SD

x

SD

x

SD

x

SD

x

SDx SDx

SDx

SD

x

SD

x

SDx SDx

SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx x SDx SDx SDx

MH20029

MH20022

SDx SDx SDx SDx SDx SD

CB20002

SD

x

MH20026

SD

x

MH20036

SDx

SD

x

CB20001

SD

x

SD

x

SD

x

SD

x

MH20019

CB20021

CB20158

CB20015

CB20014

CB20013

SDx SDx

795.46795.46795.46795.46795.46795.46

796.00

794.54

SDx

S-MH

S-MH

S-MH

S-CB

S-CB

S-CB

S-CB

S-CB

S-CB

S-CB

S-CB

S-CB

S-CB

CUx

CUxCUx

SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx

SS

x

SS

x

SS

x

48" R C

P

PB

10" VCP

10" HDPE

(72.1 LF)

0 TAPS

SDSD

S D

S D

S D

S D

68" X 30" R C

P

HC

68" X 30" RCP

(145.5 LF)

N

AB

48" RCP

(39.2 LF)

N

A S

TR

EE

T

FIFTH STREET

ABANDONED LINEN

10" HDPE

(72.1 LF)

0 TAPS

68" X 30" RCP

(145.5 LF)

48" RCP

(39.2 LF)

A S

TR

EE

T

FIFTH STREET

ABANDONED LINE

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

MATCHLINE - SEE SHEET C-113

C-109REHABILITATION PLAN

JDJ NSP SWS

MATCHLINE - SEE SHEET C-105

C-109

C-108C-107C-106C-105

C-104C-101 C-103C-102

C-110 C-111 C-112

C-113 C-114 C-115

C-117 C-119 C-120

C-116

C-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

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

CB

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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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BY

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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

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

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CB

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798.05

798.44

798.38

799.52

796.79

797.20

801.01

799.92 800.24

799.26

798.87

800.63

800.22

799.24

798.93 799.75

796.46

796.99796.44

796.00

800.24

799.01

796.14796.15796.17790.84

X

XX

HPSHPS

H P S

H P S

H P S

HPSHPSHPS

HPS HPS

H P S

H P S

H P S

HPS HPS

HPS HPS

HPSHPSHPS

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

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H P S

H P S

H P S

H P S

H P S

E x

Ex

Ex

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E x

E x

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ExExEx

E x

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E x

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E x

Ex Ex Ex Ex Ex Ex

Ex Ex Ex Ex Ex

E x

Ex

ESx

E S x

E S x

E S x

E S x

E S x

E S x

E S x

ESx

ESx

ES x

ES x

ESx

S S x

S S x

S S x

S S x

SSx

SSx

SSx

S S x

S S x

S S

S S x

S S x

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Wx

SD

x

SD

x

SD

x

SD

x

SDx SDx SDx

SD

x

SD

x

SDx SDx

SD

x

SDx

SD

x

SDx

CB20059

MH20062

CB20063

CB20061

CB20062

MH20024

CB20018

MH20023

SDx

SDx

SD

x

SDx SDx

CB20060

SD

x

MH20074

SD

x

SDx SDx SD

SD

x

SD

CB20064

CB20145

MH20065

MH20067

MH20072

MH20020

MH20063

CB20016

MH20061

MH20074

CB20017

SDx SDx

SDx SDx

SDx SDx

SDx SDx

SDx

796.00

799.06

SDx SDx

SDx

S-MH

MH20021

S-CB

S-CB

S-CB S-CB

SSxSSxSSxSSxSSxSSxSSxSSxSSx

SS x

PB

" V

C P

12" HDPE

(102.5 LF)

2 TAPS

CIPP

(31.1 LF)

0 TAPS

12" RCP

" R

C P

CIPP

(35.7 LF)

0 TAPS

10" RCP

" R

C P

(56.8 LF FROM

CB20145)

TO ADDRESS JOINT

OFFSET AND

SEPARATION

PR

12" RCP

OTR

12" PVC

(100.4 LF)

UNKNOWN TAPS

12" VCP

10" VCP

10" VC

P

OTR

10" PVC

(17.5 LF)

0 TAPS

10" VCP

" R

C P

CIPP

(38.4 LF)

0 TAPS

12" RCP

OTR

10" PVC

(54.6 LF)

0 TAPS

OTR

18" PVC

(27.3 LF)

0 TAPS

18" VCP

18" VCP

18" VCP

CIPP

(261.9 LF)

1 TAP

OTR

18" PVC

(49.8 LF)

UNKNOWN TAPS

NNEW CB20170

N

(4' DIA)

(4' DIA)

(4' DIA)

NSEE SHEET C-202

FOR PROFILE

N

(4' DIA)

(4' DIA)

SEE SHEET C-202

FOR PROFILE

N

(7' DIA)

SEE SHEET C-201

FOR PROFILE

N

(4' DIA)

" V

C P

S D

S D

S D

S D

SD

SD

S D

SD SD

S D

SD SD SD SD SD SD SD

SD

SD

SD

SD

SEE SHEET C-201

FOR PROFILE

N

OTR

24" PVC

(52.3 LF)

0 TAPS24

" R C

P

SEE SHEET C-202

FOR PROFILE

N

(4' DIA)

(4' DIA)

N

CIPP

(114.7 LF)

0 TAPS

N

AB

10" VCP

(51.4 LF)

N

AB

10" VCP

(40.7 LF)

N

10" PVC

(70 LF)

0 TAPS

SEE SHEET C-202

FOR PROFILE

N

PLACE PIT TO PIPEBURST

FROM MH20062 TO MH20061

DOWNSTREAM OF MH20062

N

(4' DIA)

(48"X36")

FIFTH STREET

31D S

TR

EE

T

ABANDONED LINEN

NOTPN

10" VC

P

(48"X36") N: 655970.48 E: 1519829.49

FIFTH STREET

31D 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

E

- S

EE

S

H

EE

T C

-1

MATCHLINE - SEE SHEET C-114

M

ATC

H

LIN

E - SEE SH

EET C

-109

C-110REHABILITATION PLAN

JDJ NSP SWS

MATCHLINE - SEE SHEET C-106

C-110C-109

C-107C-106C-105

C-104C-101 C-103C-102

C-111 C-112

C-113 C-114 C-115

C-117 C-119 C-120

C-116

C-118

C-108

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

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

CI

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

CB

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CI

AutoCAD SHX Text

CI

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

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CB

AutoCAD SHX Text

CB

AutoCAD SHX Text D

AutoCAD SHX Text D

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CB

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CI

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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

AutoCAD SHX Text C

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AutoCAD SHX Text V

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AutoCAD SHX Text L

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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

800.67 805.40

803.62802.98

808.18

809.24 809.57

810.03

810.87

807.64

806.56

801.20

801.45

806.23

806.70

801.24

800.90 802.40

X

H P S

H P S

H P S

H P S

H P S

H P S

HPSHPSHPSHPSHPSHPSHPS

HPS

H P S

H P S

HPSHPSHPSHPSHPSHPSHPS

HPS

HPS HPS HPS HPS

HPSHPSHPSHPSHPSHPSHPS

HPS

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

H P S

HPS HPS HPS HPS

HPS HPS HPS HPS

Ex

Ex

E

E x

Ex

E x

Ex Ex Ex Ex Ex Ex

Ex Ex Ex Ex Ex Ex

Ex

E x

E x

E x Ex

Ex Ex

Ex

E S x

E S x

E S x

ESxESx

ESxESx

E S x

ESx

ES x

ESx ESx

ESx ESx

ESx

ES

x

E S x

E S x

SSx

S S x

SSx SSx SSx SSx SSx SSx SSx SSx SSx SSx

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

S S x

Wx

Wx Wx

Wx

Wx Wx

Wx x WxWxWxWx

Wx WxWxWxWxWxWxWxWxWxWx

W x

W x

W x

W x

W x

W x

W x

W x

W x

Wx

WxWxWxWxWx

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W x

W x

W x

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W x

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W x

W x

WxWxWxWxWxWxWxWxWxWx

W x

W x

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W x

W x

W x

W x

W x

W x x WxWxWxWx

Wx WxWxWxWxWxWxWxWxWxWx

Wx

WxWxWxWxWxWxWxWxWxWxWxWx

W x

W x

W x

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W x

W x

W x

W x

W x

Wx

WxWxWx

W x

W x

W x

W x

W x

W x

WxWx

806.88804.79

810.94811.30

804.58

806.54 807.91

800.91

801.19

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx SDx SDx SDx SDx

SDx SDx SDx SDx SDx SDx SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SDx SDxSDxSDxSDx SDx SDx SDx

SD

x

SDx CB20114

MH20114

MH20111

MH20110

CB20112

MH20092

SDx SDx SDx

SDx SDx SDx SDx SDx SDx

SDx

MH20155

SDx SDx SDx SDx SDx

MH20113

SD

x SD x

SDx SDx

MH20109

SDx SDx SDx SDx SDx

CB20146

SDx

CB20113

CB20011SD

x

SDx

CB20151

CB20152MH20115

MH20107

MH20106

MH20108

CB20108

MH20073

CB20147

MH20112

SD

x

808.06

CB20148

807.02

S-CB

S-CB

S-CB

SSx SSx

24" R C

P

20' 40'SCALE: 1 INCH = 20 FEET10'20' 0'

(4' DIA)

(6' DIA)

NSEE SHEET C-201

FOR PROFILE

(6' DIA)

N SEE SHEET C-202

FOR PROFILE

S D

S D

S D

S D

S D

S D

S D

S D

SD SD SD SD SD SD SD

S D

S D

S D

S D

SD SDSD

S D

SD SD SD SD

S D

S D

S D

42" RCP

10" C M

P

12" VCP

12" VCP12" VCP

12" VCP

10" RCP

10" RCP

12" R C

P

15" C M

P

10" RCP

(48.4 LF)

0 TAPS

OTR

42" RCP

(22.5 LF)

0 TAPS

OTR

24" PVC

(93.4 LF)

0 TAPS

PB

12" HDPE

(96.8 LF)

0 TAPS

PB

12" HDPE

(40.9 LF)

0 TAPS

PB

12" HDPE

(36.3 LF)

0 TAPS

PB

12" HDPE

(148 LF)

0 TAPS

PB

10" HDPE

(147.9 LF)

0 TAPS

CIPP

(134.7 LF)

0 TAPS

N

PB

12" HDPE

(162.4 LF)

1 TAP

AB

12" PVC

(25 LF)

N

AB

15" CMP

(146.6 LF)

N

FIFTH STREET

E S

TR

EE

T

F S

TR

EE

T

N ABANDONED

LINE

NEW MH20168

N IF ACTIVE, RECONNECT

TO CB20168 ON C-112.

OTR

NSEE SHEET C-203

FOR PROFILE

N: 656128.52 E: 1520361.37

IRP AREA

SEE SHEET C-100 FIFTH STREET

E S

TR

EE

T

F S

TR

EE

T

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

MATCHLINE - SEE SHEET C-115

M

ATC

H

LIN

E - SEE SH

EET C

-110

C-111REHABILITATION PLAN

JDJ NSP SWS

MATCHLINE - SEE SHEET C-107

C-111C-110C-109

C-108C-107C-106C-105

C-104C-101 C-103C-102

C-112

C-113 C-114 C-115

C-117 C-119 C-120

C-116

C-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

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 REVISION10/25/17

AutoCAD SHX Text D

AutoCAD SHX Text

CB

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

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

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

810.77

810.91 813.63 821.38

820.86

822.32

832.77

837.84

836.18

837.26

837.70

836.20

837.36

830.25

828.83

830.48

829.40 811.23

815.37

820.97

826.44823.15821.43

815.75

814.70

824.55 826.88

830.14

811.18

Gx

HPS HPS HPS HPS HPS HPS HPS HPS

H P S

HPS

H P S

H P S

HPS HPS HPS HPS

H P S

H P S

H P S

HPS HPS HPS

H P S

H P S

H P S

HPS HPS HPS HPS HPS

H P S

HPS

HPSHPSHPS

H P S

H P S

HPS HPS HPS

H P S

H P S

HPS HPS HPS HPS

HPS HPS HPS HPS HPS HPS HPS HPS

HPS HPS HPS HPS

H P S

H P S

H P S

H P S

H P S

HPS

HPS HPS HPS

E x

E x

E x

Ex

E x

E x

E x

E x

Ex Ex

Ex

E x

E x

E x

E x

E x

E x

ExEx

E x

E x

E x

E x

E x

E x

E x

E x

ExExExExExEx

E x

E x

E x

E x

E S x

E S

ESx ESx ESx x E x

E x

E x

E x

E x

E x

E x

Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx Gx

SSxSSx

Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

W x

WxWxWx

WxWxWxWxWxWxWxWx Wx

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

Wx

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

Wx WxWxWxWxWxWxWxWxWxWx

W x

W x

W x

W x

W x

W x

WxWxWxWxWxWxWxWxWxWx

Wx

W x

W x

WxWxWxWxWx

W x

W x

W x

W x

W x

W x

W x

W x

W x

Wx Wx Wx Wx

Wx

Wx Wx xWxWx

W x

W x

Wx

W x

W x

Wx Wx

Wx

826.08

SS

x

SS

x

SS

x

SSx

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

SS

x

831.60SDx SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx SDx SDx SDx

SD x

SDx

CB20097

CB20098

CB20099

MH20102

MH20103

MH20104

CB20142

MH20121

MH20120

MH20119

CB20116

CB20117

CB20107

CB20106

MH20156

CB20105

MH20105

CB20115

MH20116

MH20117

MH20118

CB20103

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx SDx

SD

x

SDx SDx SDx SDx SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx

SDx

SDx

SD

x

SDx

SD

x

SDx SDx SDx

SD

x

SD

xSD x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

CB20153

MH200…

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